The following shall be considered to be the minimum required standards for cuts, fills, drainage, dust, mud control, erosion control, revegetation, and maintenance unless otherwise determined by the city engineer upon review of the plans.
a. Cuts shall not be steeper in slope than two horizontal to one vertical (2:1) unless a soils engineering and an engineering geology report is filed with the director certifying that the site has been investigated and indicates that the proposed steeper slope will be stable and will not endanger any private or public property or result in the harmful deposition of debris on any public or private property and any public right of way or interfere with any existing drainage course.
b. The director and city engineer may require the excavation to be made with a cut face flatter in slope than two horizontal to one vertical (2:1) for stability and safety. Cut slopes shall be rounded into the existing terrain to produce a contoured transition from cut face to natural ground.
2. Drainage Terraces: Cut slopes exceeding thirty feet (30') in vertical height shall have drainage terraces at vertical intervals not exceeding twenty five feet (25'). Where only one terrace is required, it shall be at approximately mid height unless some other location is approved by the director and city engineer. The design and construction of the drainage terraces shall conform to the requirements of this chapter and applicable laws, codes, or standards.
3. Expansive Soils: If during the grading operation expansive soil is found within two feet (2') of the finished lot grade of any area intended or designed as the location for a building, the expansive soil shall be removed from such building area to a depth specified by a licensed professional civil engineer and replaced with properly compacted nonexpansive soil. The city engineer may approve other procedures such as footing designs or floor slab designs certified by a professional engineer to alleviate any problem created by such expansive soil.
4. 100-Year Storm: No cut shall be allowed in a natural drainage course without a mitigation plan indicating the allowable passage of a 100-year storm that has been approved by the appropriate agency.
1. Layers: Fills shall be constructed in layers and conform with applicable laws, codes, or standards. Completed fills shall be stable masses of well integrated material bonded to adjacent materials and to the materials on which they rest. Fills shall be competent to support anticipated loads and be stable at the design slopes shown on the plans. Proper drainage and other appropriate measures shall be taken to ensure the continuing integrity of fills.
2. Compaction: All fills shall be compacted throughout their full extent and conform with applicable laws, codes, or standards. The developer shall perform sufficient tests as determined by the city engineer to assure compliance with the provisions of the city standards. The city engineer may require that an investigation be made by a soils laboratory to establish the characteristics of the soil, the amount of settlement to be expected, and the susceptibility of the soil to erosion or slippage.
3. Preparation Of Ground To Receive Fill: The natural ground surface shall be prepared to receive fill by removing vegetation, noncomplying fill, topsoil, or other deleterious material, and where slopes are five horizontal to one vertical (5:1) or steeper by benching into competent material. The lowermost bench shall be at least ten feet (10') wide, except where recommended by the city engineer. Subdrains shall be provided under all fills placed in natural drainage courses and in other locations where seepage is evident. Such subdrainage systems shall be of a material and design approved by the city engineer and acceptable to the director. No fill shall be allowed in a natural drainage course without a mitigation plan approved by the appropriate agency.
4. Fill Slopes: No fill shall be made which creates an exposed surface steeper in average slope than two horizontal to one vertical (2:1), exclusive of benches and rounds described herein, unless permitted by the director and city engineer after receipt of a report by a licensed professional civil engineer based on appropriate laboratory tests certifying the steeper slope will be stable and will support erosion control plantings, when required by the city. The director and city engineer may require that the fill be constructed with an exposed surface flatter than two horizontal to one vertical (2:1), or may require such other measures as they deem necessary for stability and safety. Fill slopes shall be rounded into existing terrain to produce a contoured transition from fill face to natural ground and abutting cut or fill surfaces where conditions permit.
5. Fill Material: No organic material shall be permitted in fills. Rock or similar irreducible material with a maximum dimension greater than twelve inches (12") shall not be buried or placed in fills within two feet (2') of a finished grade. When such greater sized material is placed in fills, it shall be done in accordance with specifications prepared by the city engineer.
6. Drainage Terraces: Fill slopes exceeding thirty feet (30') in vertical height shall have drainage terraces at vertical intervals not exceeding twenty five feet (25'). Where only one terrace is required, it shall be at approximately mid height unless some other location is approved by the director and city engineer. Such drainage terraces shall be at least six feet (6') wide and shall be designed and constructed to provide a swale or ditch having a minimum depth of one foot (1') and a longitudinal grade of not less than four percent (4%) or more than twelve percent (12%). There shall be no reduction in grade along the direction of flow unless the velocity of flow is such that slope debris will remain in suspension on the reduced grade. Down drains or drainage outlets shall be provided at approximately three hundred foot (300') intervals along the drainage terrace or an equivalent location. Down drains and drainage outlets shall be of approved materials and of adequate capacity to convey the intercepted waters to the point of disposal. The terrace, including the swale or ditch, shall be protected from erosion by a drainageway that discharges into a safe disposal area. If the drainage discharges onto natural ground, adequate erosion protection shall be provided.
7. Slopes To Receive Fill: Fill placed on the top of an existing or proposed cut or natural slope shall be set back a minimum distance of three feet (3') measured horizontally from the edge of the cut or slope.
8. Expansive Soils: In areas intended or designed to support buildings, expansive soil shall not be placed within two feet (2') of the finished grade unless recommended by a licensed professional civil engineer based on laboratory tests and the certification that a design of footings or floor slab or other procedure will alleviate problems created by placing the expansive soil within such building areas as reviewed and approved by the director and city engineer.
C. Drainage/Disposal Requirements: All drainage facilities shall be designed to carry surface and subsurface waters to the nearest practical street, storm drain, or natural watercourse as approved by the director and city engineer. Adequate provisions shall be made to avoid damage to adjacent and downstream properties. The following additional restrictions also shall apply:
1. Water shall not pond above cut or fill slopes or on drainage terraces. Adequate drainage facilities shall be provided to prevent such ponding.
2. Areas designed for buildings shall be graded to provide for at least a two percent (2%) slope away from the building for a minimum of six feet (6').
3. All drainage facilities shall be capable of handling runoff from a 10-year storm event, except retention or detention facilities which shall handle runoffs from a 100-year storm event. In natural drainage areas, the drainage facility shall be capable of handling runoff from a 100-year storm. The 100-year design flow channel shall be designed to carry water in the roadways or large natural channels where property damage will be minimized.
4. All provisions of the most current city stormwater ordinance shall be complied with.
1. Slope Protection: Provisions shall be made to minimize damage to the face of cuts and fills. Downslopes shall be protected from surface water runoff from above by dikes, swales, cutoff ditches, or other facilities approved by the director and city engineer.
2. Dikes, Swales, And Ditches: When required, dikes, swales, ditches, or other methods approved by the director and/or the city engineer shall be designed and constructed to control runoff and erosion from graded areas. Where concentrated drainage discharges onto natural ground, effective measures shall be taken to dissipate the energy and, where practical, release the accumulated waters as sheet flow unless the discharge is directed into a storm sewer or natural watercourse. (Ord. 12-15, 7-11-2012)