A. Applicable Provisions: The application procedure described in chapter 2 of this title for permitted uses, chapter 17 of this title for conditional uses, chapter 8, article F of this title for planned unit developments, and the subdivision ordinance for subdivision plats shall be adhered to as described in the underlying zoning district.
B. Permits Required: No person shall grade or construct upon property defined in the HP zone without first obtaining proper permits issued by Washington City. This includes an HP zone permit, which shall be issued by the individual or body designated to grant approval upon completion of an HP zone plan review and approval by the planning commission or the city council. Development plans in the HP zone may be approved subject to conditions. The individual or body designated to recommend or grant approval shall evaluate each plan and recommend or require, as the case may be, corrections and conditions. Plans shall demonstrate compliance with adopted building and grading codes in addition to this code.
C. Application And Cost Recovery: Application shall be made for HP zone plan review upon the forms provided by the city. The application shall be accompanied by the required reports described below. Costs for city staff review and approval of required documents under this section shall be recovered through a fee established by resolution of the city council.
D. Required Documents: The following documents are required to be submitted to the individual or body designated to grant approval. Conditions of approval may be established based on the findings of such documents. These conditions shall become a part of the record and be considered binding upon the applicant as part of the approved plan. The HRB shall review the submittal and provide a recommendation of denial, approval or conditional approval to city staff, the planning commission, or the city council, as the case may be.
1. Slope Analysis Exhibit: A detailed slope analysis exhibit shall be prepared for all parcels containing areas determined to be within the HP zone as defined herein.
a. For the slope analysis, the applicant shall use a base topographical map of the subject site, prepared and signed by a Utah licensed civil engineer or land surveyor. This base topographical map shall include all adjoining properties within one hundred fifty feet (150') of the site boundaries to portray the site's context.
b. The slope analysis calculations shall be prepared by a Utah licensed professional who is proficient in creating the exhibits with the use of computer software designed for preparing said exhibits. This slope analysis shall be prepared using CAD based or GIS based software specifically designed for such purpose. Contours on the exhibits shall be prepared using no greater than two foot (2') contour intervals at a scale of not less than one inch equals two hundred feet (1" = 200'). The slope analysis exhibit shall delineate slope bands, with contrasting colors, for the following slope ranges: Zero percent (0%) to twenty percent (20%), 20.01 percent to twenty five percent (25%), 25.01 percent to thirty percent (30%), 30.01 percent to forty percent (40%), and 40.01 percent or greater.
c. The slope analysis exhibit shall include a tabulation chart indicating the land area in acres within each slope category as identified herein.
d. Also included in the slope analysis exhibit shall be a sufficient number of slope cross sections to clearly illustrate the extent of the proposed grading. The slope cross sections shall:
(1) Be drawn at the same scale and indexed, or keyed, to the existing topography, grading plan, and project site map. Both vertical and horizontal scales shall be indicated and be of the same scale. The slope cross sections shall extend at least one hundred fifty feet (150') outside the project site boundaries to clearly show impact on adjacent property. Slopes shall be calculated in intervals no greater than forty feet (40') along the cross sections.
(2) At a minimum, be drawn along those locations of the project site where:
(A) The greatest alteration of existing topography is proposed.
(B) The most intense or massive development is proposed.
(C) The site is most visible from surrounding land uses.
(D) Grading will impact natural drainage conditions.
(3) At least two (2) of the cross sections shall be roughly parallel to each other and roughly perpendicular to existing contour lines.
(4) The slope cross sections shall be stamped and signed by a Utah licensed professional proficient in creating such cross sections indicating the datum, source, and scale of topographic data used in the cross sections. The signer shall attest to the fact that the cross sections have been accurately calculated and identified.
(5) The slope cross sections shall show existing and proposed topography, structures, and roadways. Proposed topography and features shall be drawn with a dashed line. Existing topography and features shall be drawn with a solid line.
2. Concept Plan: The concept plan shall be reviewed by the individual or body designated to recommend or grant approval. Any application for a use in the HP zone shall include a conceptual plan of the proposed development which includes the following:
(1) Name, address and telephone number of applicant.
(2) Names, addresses and telephone numbers of the persons responsible for the preparation of any required reports.
(4) Signatures of the owners of the site or of an authorized representative.
b. Vicinity Map: A vicinity map showing the location of the site in relationship to the surrounding area, watercourses, hillsides, prominent geographic features, roads and other significant features and structures.
c. Plan: A plan of the proposed development at a scale of not less than one inch equals two hundred feet (1" = 200') illustrating:
(1) Boundary Lines: Boundary lines of the site and development to be made thereon.
(2) Preservation Areas: Any identified preservation areas within which development shall be prohibited.
(3) Improvements: All existing and proposed improvements.
(4) Zone Limits: The limits of the HP zone if only a portion of the property is within the HP zone.
d. Development Type: The type and nature of the development.
e. Goals: The goals and objectives of the developer.
f. Compatibility With City Plans: The development's relationship to and compatibility with the general plan and other city master plans.
g. Existing Conditions Photographs: Digital photographs of the site as it exists at time of application. The photographs shall include the number of views adequate to depict the visual character of the entire site and any special features, especially prominent ridgelines or landforms and any topographical areas with steep slopes and/or unique topographical features planned for disturbance. A minimum of three (3) views of the area of the proposed development as seen from surrounding properties shall be included.
a. Grading Plan: A grading plan, at a scale of not less than one inch equals two hundred feet (1" = 200'), shall show the existing and proposed contours and cross sections, and proposed areas of cut and fill. A legend with appropriate symbols which shall include, but not be limited to, the following items: top of wall, top of curb, high point, low point, elevation of significant trees, spot elevations, and pad and finished floor elevations. Accurate contours, at no greater than two foot (2') contour intervals, showing the topography of the existing ground extending at least one hundred fifty feet (150') outside all boundary lines of the site, or more if needed to sufficiently show on and off site drainage, shall also be included. The grading plan shall include a description of the import and export methods to be employed in acquisition or disposal of soil and other material, including the location of the disposal site. A schedule shall be included showing when each stage of the project will be completed, including the estimated starting and completion dates.
b. Drainage Report And Plan: A drainage control plan and report shall be prepared by a Utah licensed professional civil engineer, and must be consistent with all other reports required in this section or other reports required in applicable sections of the building code.
(1) The drainage plan and report shall show all surface and subsurface natural drainage systems and facilities, walls, curbing or other erosion protection devices to be constructed in connection with or as part of the proposed work, together with a map showing the drainage area and estimated runoff of the area to be served by any drainage systems or facilities.
(2) Each lot or parcel shall be designed in such a manner that stormwater or nuisance water shall not adversely impact other properties in the area. Property development shall not unnecessarily cause a natural drainage channel to be filled in, obstructed or diverted. When modification to a natural drainage channel is proposed within the development, such changes will be addressed in the drainage study and shown on the improvement plans, and the developer may be required to dedicate rights of way or record drainage easements for structures and/or improvements needed to carry storm runoff in the event approval is given for the proposed modifications.
(3) All drainage systems shall be separate and independent from the sanitary sewer system.
(4) Drainage and flood control shall be designed in conformance with applicable city and state drainage, flood control and engineering standards, and shall comply with the city's stormwater master plan. Detention or retention features shall be designed on site to limit conveyance of the stormwater from a 100-year frequency storm event onto streets or stormwater drainage easements without creating flood hazards to dwellings.
(5) If an underground pipe system is required, it shall be designed to carry a 10-year storm at a minimum. Major hydraulic structures shall be designed to carry a 25-year storm at a minimum. The minimum storm drain size shall be ten inches (10").
(6) Detention or retention shall be required where it is suitable as confirmed by all required reports. Detention basins shall be used for the purpose of eliminating the effects of the peak runoff of storms and releasing water flow at the preproject or approved rate.
c. Improvements Plan: This plan shall show any existing and proposed buildings or structures and cross sections of the areas where they are or will be located, and all proposed roads, utilities, easements and drainage channels on the property where the work is to be performed. Also, the location of any buildings or structures on adjacent property which may be affected by grading operations shall be shown.
d. Geotechnical Report: The "Geologic Hazard And Adverse Conditions, St. George - Hurricane Metropolitan Area" document and maps prepared by the Utah geological survey in 2007, shall be reviewed when considering a site for development. A Utah licensed professional engineering geologist or a Utah licensed professional engineer who is trained and experienced in the practice of geotechnical engineering shall prepare the geotechnical report. The geotechnical report shall include the following:
(1) A general description of the topography, drainage conditions, surface vegetation, and surface features such as rock outcroppings, existing structures, debris, and unstable or wet conditions.
(2) A location map showing the footprints of the planned improvements and the exploration locations with elevations.
(3) An evaluation of the subsurface conditions, including a complete record of the explorations, laboratory test results, and the elevation of the water table, if encountered.
(4) Identification of potential geotechnical constraints on the project site (such as expansive rock and soil, collapsible soil, shallow bedrock and caliche, gypsiferous rock and soil, potentially unstable rock or soil units, shallow ground water, and windblown sand), and recommendations for their mitigation.
(5) The locations of any springs and seeps on the project site, and recommendations concerning the effects of the springs and seeps on the proposed development.
(6) Specific geotechnical recommendations for the design and construction of the proposed project, which shall include the following:
(A) A general assessment of the requirements needing to be met to develop the proposed site.
(B) Site preparation and grading, and the suitability of the on site soils for use as structural fill.
(C) Stable cut and fill slopes, including recommendations concerning the effects of material removal and the introduction of water, both on and off site.
(D) Recommendations for foundation type and design criteria, including, but not limited to, bearing capacity of natural or compacted soils, provisions to mitigate the effects of expansive, compressible or collapsible soils, differential settlement and varying soil strength, and the effects of adjacent loads.
(E) Anticipated total and differential settlement.
(F) Special design and construction considerations, as necessary, such as the excavation and replacement of unsuitable materials, excavation difficulties, stabilization, or special foundation provisions for problem soil conditions.
(G) Design criteria for restrained and unrestrained retaining walls.
(I) Moisture protection and surface drainage.
(7) Detailed design recommendations for any planned rockery walls, mechanically stabilized earth (MSE) walls, and/or reinforced fill slopes.
(8) A detailed slope stability analysis may be required if potentially unstable rock or soil units or slope creep have been identified on the site. The analysis shall include, but not be limited to, a determination of residual shear strength, soil saturation and treatment methods required to provide a minimum safety factor of 1.5 for any identified slope within the project boundary.
e. Geology Report: The "Geologic Hazard And Adverse Conditions, St. George - Hurricane Metropolitan Area" document and maps prepared by the Utah geological survey in 2007, shall be reviewed when considering a site for development. A Utah licensed professional engineering geologist or a Utah licensed professional engineer who is trained and experienced in the practice of geotechnical engineering shall prepare the geology report. The geology report may be included in the geotechnical report, and shall include the following:
(1) The location and boundaries of the project site and its general geologic setting.
(2) A description of the specific geologic conditions at the site.
(3) Identification of potential geologic hazards (such as faults, landslides, rockfall, flooding and liquefaction).
(4) Conclusions and recommendations regarding the effects of the geologic conditions and any potential hazards on the proposed development, and recommendations to minimize any hazard to life or property, or any adverse impact on the natural environment.
f. Landscape Plan: A landscape plan and report shall be prepared by a Utah licensed professional landscape architect. The report shall include a description of existing vegetation, a plan of any proposed revegetation of the site or modifications to existing vegetation, and a plan for the preservation of existing vegetation during construction activities.
g. Other Reports: Other reports deemed necessary by the individual or body designated to recommend or grant approval to assure the health, safety and welfare of the project residents or general public may be requested from the applicant by written specification. These may include phase I or phase II environmental hazardous materials studies, biological resources reports, or other reports. Such reports shall be submitted with other application materials.
h. Grading Limit Monuments: Permanent monuments shall be installed to permit monitoring and enforcement of the grading limits during and after construction activities. The monuments shall be installed at locations determined by the individual or body designated to recommend or grant approval in accordance with the specifications included in the latest edition of the "Washington City Construction Design Standards". Monuments shall be installed and preserved during construction at the sole expense of the applicant.
4. Additional Exhibits Or Reports: The individual or body designated to recommend or grant approval may require additional visual analysis exhibits or other reports to adequately address unique circumstances and comprehend the full impact of any proposed development in the HP zone.
a. The city may, at its discretion, require additional information such as line of sight/view analysis for particular features or analysis of views to/from specific locations. City staff shall determine the number of any additional exhibits required and their locations and perspectives by visiting the site with the developer's representative.
b. Furthermore, in some cases the city may require the preparation of computer generated three-dimensional imaging or photo embedded visual simulations to adequately depict the postdevelopment conditions and their impact on the visual character of the site. Included shall be depictions of any topographical areas with steep slopes and/or unique topographical features planned for disturbance, illustrated at a distance and perspective that will adequately illustrate postdevelopment conditions along with the proposed mitigation for development. In tandem with these exhibits, predevelopment digital photographs of the site, showing identical views utilized in the postdevelopment computer generated three-dimensional imaging exhibits or photo embedded visual simulations, shall be included for comparison. City staff shall determine the number of computer generated exhibits and their locations and perspective by visiting the site with the developer's representative.
E. Approval Required Before Excavation: It shall be unlawful to excavate or grade any area within the HP zone prior to final approval of the site plan for permitted uses and conditional uses and approval of the preliminary plat or minor subdivision plat for subdivisions by the planning commission and city council, and prior to final approval of the required construction drawings for said site plans and subdivisions by city staff, and prior to the installation of the grading limit monuments as required.
F. Bonding: The individual or body designated to grant approval shall require the applicant to post a bond to ensure completion of revegetation projects, the stabilization of a grading site, cuts and fills, the construction of stormwater drainage facilities, and other hazard mitigation measures required in the approval of an application. Such bonds shall comply with the provisions outlined in section
10-5-4 of this code.
G. Appeals: In the event of a disagreement with the requirements imposed by city staff or the planning commission designated to grant approval in connection with this article, or the determined lack of completeness of the required submittals of this article, an applicant may appeal the matter to the board of adjustment. The board of adjustment may uphold, modify or rescind any requirements imposed by city staff or the planning commission, but must ensure that the purpose and intent of this article are met. In the event the applicant is dissatisfied with the decision of the city council pertaining to a hillside development permit request, the applicant may appeal the decision to a court of competent jurisdiction as permitted by Utah Code Annotated section 10-9a-704.
H. Subdivisions Of Record: The requirements of this article shall not apply to developments or subdivisions which were approved prior to the enactment of this article. Projects which have received preliminary plat approval from the planning commission or city council, as applicable, shall be considered approved for the purposes of this article. Projects approved prior to adoption of this article shall be governed by the statutes under the previous hillside protection overlay (HP) zone ordinance.
I. Plan Certification: The individual or body designated to grant approval shall certify the concept plan and issue a hillside development permit following approval by the planning commission and city council. The following technical reports and plans shall be certified as described prior to final plat approval, certification of the concept plan and issuance of a hillside development permit or building permit.
1. Grading Plan Certification: Upon completion of rough grading work and prior to any excavation for foundations or structures, an as graded plan prepared and certified by the Utah licensed civil engineer who prepared the approved grading plans shall be submitted to the community development and public works departments for review and approval. The as graded plans shall include original ground surface elevations, as graded surface elevations and all other features that were a part of the approved grading plan. The engineer shall provide certification on the as graded plan that the work was done in accordance with the approved grading plan and the city's grading requirements.
2. Landscape Plan Certification: Landscape and irrigation plans shall be prepared by a licensed landscape architect and shall be submitted to and approved by the community development department. A Utah licensed landscape architect shall certify that the plans comply with the city's water conservation and landscape requirements.
3. Drainage Plan Certification: The drainage plan shall be approved by the city engineer. The plan shall be prepared in conformance with guidelines available in the city engineer's office. The point of location where the natural drainage channel enters and leaves the property may not be changed without approval of the city engineer.
4. Construction Drawings And Improvements Plan Certification: The construction drawings and improvements plan shall be reviewed and approved by the city engineer. The city engineer shall verify that any existing buildings or structures, and all roads, easements and drainage channels on the property where the work is to be performed or on adjacent properties is accurately illustrated and described.
5. Other Certification: Other reports deemed necessary by the individual or body designated to grant approval may require certification. If necessary, any requirements for approval will be described at the time of the initial written request for additional technical reports, and certification will depend on the procedure, conditions, or terms described therein.
J. Verification Of Compliance: For developments on a development parcel applicable to this code, as defined in section
9-12A-2 of this article, certification by a Utah licensed engineer that the development has been completed in compliance with the approved hillside development permit, including satisfaction of any conditions contained in the permit, shall be required. Restoration bonds shall not be released, and certificates of occupancy shall be withheld for such a development, until such certification has been received by the city engineer.
K. Penalties: In addition to the penalties outlined in section
9-2-9 of this title, a city officer from the community development or public works departments shall have the right to order a halt to construction of any improvements within an HP zone where, in the officer's discretion, there exists a condition which violates, or threatens to violate, any provisions of this article. Such suspension of construction activities shall continue until the city officer is satisfied that measures have been implemented for substantial compliance with this article. The developer may appeal to the board of adjustment. The city may enter legal proceedings to require any person who violates this article to fund and return a site to the condition found prior to any disturbance, with a city official to determine when this natural state has been achieved, or to set specific requirements necessary to achieve the natural and restored state. Legal proceedings may also seek to impose and collect a fine in order to recover staff costs incurred through addressing any violation of this section. (Ord. 2008-23, 6-11-2008)