A. Subdivisions, Planned Unit Developments (PUD's), building permits, and site plan proposals for subdivision, PUDs, or site plan development within the Foothill Overlay Zone shall comply with all provisions regarding the same as set forth in the Subdivision Ordinance and the Zoning Ordinance.
B. Schematic Approval: In addition to the requirements set forth in the Subdivision Ordinance and the Zoning Ordinance, proposals for schematic approval of a subdivision, PUD, or Site Plan within the Foothill Overlay Zone shall include the following:
1. Location of the proposed Planned Unit Development, Subdivision, or Site Plan, with identification of abutting streets.
2. A slope district map reflecting existing slope conditions prior to development at a scale of 1" = 100' and an estimate of the average slope of the proposed development.
3. A topographic contour map, tied to a land base survey, delineating areas within the development site with slopes of less than ten percent (10%), areas between ten percent (10%) and twenty percent (20%), areas between twenty one percent (21%) and thirty percent (30%), and areas greater than thirty percent (30%), shall be designated topographic contours at two-foot (2') intervals for slopes up to twenty percent (20%) and five foot (5') intervals for slopes greater than twenty percent (20%).
4. The total acreage of the site, number of lots and proposed total density and slope district density for residential developments.
5. The location and approximate size of the proposed lots and/or site.
6. A general street location, width, and grade of all proposed streets and radius of any cul-de-sac.
7. Location of known hazards (i.e., faults, drainage, rock fall, landslide, slump, etc.).
8. Soil type and general description of soil types to a depth of five feet (5').
9. Existing vegetation-type map.
C. Preliminary Approval: In addition to the information as required for preliminary plat approval under the Subdivision Ordinance, proposals for preliminary approval of a subdivision, Planned Unit Development, or site plan in the Foothill Overlay Zone shall be required to include the reports and plans as set forth in the sub-paragraphs of this section. All reports and plans submitted herein, shall be prepared by persons or firms either licensed to practice their specialty or expertise in the State of Utah, if such license for practice is required, or by one having demonstrable expertise in such field of practice if such license is not required.
In addition to meeting the standards set forth in this chapter, the Subdivision Ordinance, and Zoning Ordinance, and the reports and plans below, proposals for preliminary approval shall be consistent with remaining development standards in this Chapter. Notwithstanding the results of preliminary consideration, final approval may result in less lots, a revised street configuration, modified usable areas, etc. In the event this occurs, the results of final approval shall prevail over preliminary approval.
1. Soil Characteristics Report: The soil report shall be prepared by a civil engineer specializing in soil mechanics and licensed by the state of Utah and shall be based upon adequate test borings and excavations. This report shall contain data regarding the nature, distribution and strength of soils within the project area to a depth of ten feet (10'). The soil report shall include, but not limited to:
a. Unified classification of all soils encountered on the site with an estimate of their susceptibility to erosion, liquid limit, shrink-swell potential and general suitability for development.
b. A statement as to whether or not groundwater was encountered in any of the test borings and at what elevation it was encountered and an estimate of the normal highest elevation of the season high groundwater table.
c. Flood history and potential.
d. Proximity to known floodplains and drainage channels.
e. The soil investigation shall recommend corrective actions intended to prevent damage to proposed structures and/or public improvements.
g. Soil reports must be current unless approved otherwise by the City Engineer.
2. Vegetation And Revegetation Plan: This plan shall include a slope stabilization and revegetation report which shall include, but not be limited to:
a. Location and identification of existing vegetation;
b. The vegetation to be removed and the method of disposal.
c. The vegetation to be planted.
d. Maintenance and irrigation plan consistent with landscape plan standards set forth in Chapter 7 of this Title.
e. Slope stabilization measures to be installed while new vegetation is being established, including, among other things, erosion control blankets;
f. Analysis of the environmental effects of such operations including effects on slope stability, soil erosion, water quality, fish and wildlife, and fire hazard.
g. Topsoil stockpile areas will be designated.
3. Geology Report: A geology report shall be prepared by a geotechnical engineer licensed by the state of Utah. A geologic map shall accompany the report. Mapping shall reflect careful attention to the rock composition, structural elements and surface and subsurface distribution of the earth materials exposed or inferred within both bedrock and surficial deposits. A clear distinction shall be made between observed and inferred features and/or relationships. The geology report shall include the following information, including but not limited to:
a. Habitable structures may not be built within a minimum of fifty feet (50') of a center line of a zone of deformation with respect to known active faults. The City may reduce the required setback provided herein from faults that are determined to be secondary, or a lesser significant classified deformation area, upon receiving recommendation from the City Engineer and based upon a geotechnical/geologic report submitted by the applicant. In no event shall the fault line setback be reduced to less than thirty feet (30') from the center line of the fault or zone of deformation. If reduction is approved, a plat note and delineation of the fault line and deformation area shall be provided on the subdivision plat. The City may also require a notice of geologic hazard and/or a waiver of liability agreement to be provided by the applicant in a form acceptable to the City. The zone of deformation is defined as area of variable width adjacent to a fault where it is determined that ground rupture is likely to occur. A greater setback may be required by the City where deemed necessary to protect public health and safety. Off-site improvement design will be reviewed and approved or denied by the City Engineer.
b. Definition of any zones of deformation with respect to active faults and other mass movements of soil and rock.
c. Identification of natural and manmade anomalies of the terrain or characteristics of the geological materials which would have any potential impact upon the use of the site.
d. Location of the depth to bedrock and geological evaluation if bedrock is within ten feet (10') of the surface.
e. Written recommendations for construction of proposed structures or public improvements to minimize or avoid impacts of potential geologic hazards.
f. Flood erosion potential and/or deposition soil material if floodways exist on the property.
g. Determination of ground water characteristics.
4. Grading, Drainage, And Erosion Control Plan: The area of the watershed shall be used to determine the amount of storm water runoff generated before and after construction. A drainage and erosion control plan shall be prepared by a professional engineer licensed by the state of Utah. The plan shall be sufficient to determine the erosion control measures necessary to prevent soil loss during construction and after project completion. The plan shall include a stormwater management, erosion control and grading details describing the methods by which surface water, natural drainages, flooding, erosion and sedimentation loss will be controlled during and after construction. In addition, developments in which the total area is over one acre shall submit a plan for erosion and sediment control which is consistent with current federal NPDES regulations. In a phased development, the area of all phases shall be used to compute the total area and the NPDES plan shall be prepared and submitted with the first phase of development. The plan shall include, but not be limited to, the following information:
a. The "rational method", or other stormwater computation method as approved by the city engineer, shall be used in computing runoff. The basic formula for the "rational method" is:
Q = Runoff in cubic feet per second (cfs)
C = Coefficient of runoff or the portion of stormwater that runs off a given area. The following are typical examples of land use ranges for C value. The actual C value used shall be approved by the city engineer:
Industrial and commercial .80 - .90
I = Average rainfall intensity, based on Davis County data for the Farmington City area, during time of concentration for 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 highest to the lowest points of the drainage basin under consideration.
A = Drainage area in acres.
b. Maps of the development site shall be provided by the developer to the City Engineer defining the boundaries of any 100-year flood plain and the limits of the watershed.
c. The grading plan shall show present topography to include elevations, lines and grades including the location and depth of all proposed fills and cuts of the finished earth surfaces using a contour interval of five feet (5') or less. Access or haul road location, treatment and maintenance requirements shall be included. All cuts and fills shall be designed and constructed in such a way that they produce the minimum disturbance to the natural grade and character of the foothill area.
d. An appropriate scale shall be used which most clearly presents the proposed action.
e. The proposed area to be graded shall be clearly delineated on the plan and the area amount stated in square feet.
f. All calculations and proposed details used for design and construction of debris basins, impoundments, diversions, dikes, waterways, drains, culverts and any other water management or soil erosion control measures shall be shown. Calculations shall employ predictions of soil loss sheet erosion using the Universal Soil Loss Equation or appropriate equivalent. Equations should include factors of:
(1) Rainfall intensity and energy;
(3) Land slope and length of slope or topography;
(4) Condition of the soil surface and land management practices in use;
(5) Surface cover; grass, woodland, crops, pavements, etc.;
(6) Methods intended to be employed to control increased erosion during construction phase.
g. The plan shall show existing details and contours at two foot (2') contour intervals where terrain will not be modified and proposed details and contours at two foot (2') intervals where terrain modifications are proposed.
h. The proposed area to be graded shall be clearly delineated on the plan and the area amount stated in square feet.
i. Grading plans shall include slope district maps for the development site. Two (2) maps shall be prepared. The first shall represent the predevelopment slope districts and the second shall represent post development slope districts.
j. Analysis of the environmental effects of such operations, including effects on slope stability, soil erosion, water quality, fish and wildlife, and fire hazard.
D. Final Approval: To ensure proper development of subdivisions, PUD's site plans within the Foothill Overlay Zone and compliance with foothill standards, final approval shall be required by the City. Final approval shall include the information required in the Subdivision Ordinance, Zoning Ordinance, and any other requirements imposed by the City as required to meet applicable provisions of this Chapter. Final approval shall include, along with improvement drawings, spot elevations on all site and/or lot corners or contour grading plans of all lot frontages. The City may require the staking of lots, or a site, to ensure compliance with development standards.
E. Building Permits: Proposals for approval of main buildings, accessory buildings and structures, including retaining walls, fences, and walls, upon a lot or parcel within the Foothill Overlay Zone shall be required to file a site plan drawn to a scale of at least one inch to ten feet (1" to 10') which site plan shall meet the standards of the Zoning Ordinance and show lot lines, existing and proposed contours at two-foot (2') intervals, location of proposed main building, accessory buildings and structures, including retaining walls, etc., walks, driveways, patio areas, and vegetative, drainage, and erosion controls. Site plans shall be reviewed and approved by the Zoning Administrator and City Engineer, and/or their designees. Additional reports as set forth herein may be required by the Zoning Administrator and reviewed by the City for approval when deemed appropriate by the Zoning Administrator.
F. Approval Condition: No grading, construction, or development shall be conducted within the Foothill Overlay Zone and no building permit shall be issued until final plat approval has been granted by the City Council for subdivision or PUD development and/or until final site plan approval has been granted by the City for a main building on a parcel and/or lot within the Foothill Overlay Zone. The approved site plan for a main building on a parcel and/or lot shall be attached to the building permit for the same. (Ord. 2023-68, 11-14-2023)