§ 10.104.060   Provisions for flood hazard reduction.
   (A)   Standards of construction. In all areas of special flood hazards the following standards are required:
      (1)   Anchoring.
         (a)   All new construction and substantial improvements shall be adequately anchored to prevent flotation, collapse or lateral movement of the structure resulting from hydrodynamic and hydrostatic loads, including the effects of buoyancy.
         (b)   All manufactured homes shall meet the anchoring standards of § 10.104.060(D).
      (2)   Construction materials and methods. All new construction and substantial improvement shall be constructed:
         (a)   With flood resistant materials as specified in FEMA Technical Bulletin TB 2-93, and utility equipment resistant to flood damage;
         (b)   Using methods and practices that minimize flood damage;
         (c)   With electrical, heating, ventilation, plumbing and air conditioning equipment and other service facilities that are designed and/or located so as to prevent water from entering or accumulating within the components during conditions of flooding; and if
         (d)   Within Zones AH or AO, so that there are adequate drainage paths around structures on slopes to guide flood waters around and away from proposed structures.
      (3)   Elevation and floodproofing. (See § 10.104.030, definitions for “basement,” “lowest floor,” “new construction,” “substantial damage” and “substantial improvement”.)
         (a)   1.   Residential construction, new or substantial improvement, shall have the lowest floor, including basement:
               A.   In an AO zone, elevated above the highest adjacent grade to a height equal to or exceeding the depth number specified in feet on the FIRM, or elevated at least two feet above the highest adjacent grade if no depth number is specified. (The State of California recommends that in AO zones without velocity the lowest floor be elevated above the highest adjacent grade to a height exceeding the depth number specified in feet on the FIRM by at least two feet, or elevated at least four feet above the highest adjacent grade if no depth number is specified.)
               B.   In an A zone, elevated to or above the base flood elevation; said base flood elevation shall be determined by one of the methods in § 10.104.050(C)(2). (The State of California recommends the lowest floor be elevated at least two feet above the base flood elevation, as determined by the community.)
               C.   In AE, AH, and A1-30 Zones, elevated to or above the base flood elevation. (The State of California recommends the lowest floor be elevated at least two feet above the base flood elevation.)
            2.   Upon the completion of the structure, the elevation of the lowest floor including basement shall be certified by a registered professional engineer or surveyor, and verified by the community building inspector to be properly elevated. Such certification and verification shall be provided to the Floodplain Administrator.
         (b)   Nonresidential construction, new or substantial improvement, shall either be elevated to conform with § 10.104.060(A)(3)(a) or together with attendant utility and sanitary facilities:
            1.   Be floodproofed below the elevation recommended under § 10.104.060(A)(3)(a) so that the structure is watertight with walls substantially impermeable to the passage of water;
            2.   Have structural components capable of resisting hydrostatic and hydrodynamic loads and effects of buoyancy; and
            3.   Be certified by a registered professional engineer or architect that the standards of this division are satisfied. The certification shall be provided to the Floodplain Administrator.
         (c)    All new construction and substantial improvement with fully enclosed areas below the lowest floor (excluding basements) that are usable solely for parking of vehicles, building access or storage, and which are subject to flooding, shall be designed to automatically equalize hydrostatic flood forces on exterior walls by allowing for the entry and exit of floodwater. Designs for meeting this requirement shall follow the guidelines in FEMA Technical Bulletins TB 1-93 and TB 7-93, and must exceed the following minimum criteria:
            1.   Have a minimum of two openings having a total net area of not less than one square inch for every square foot of enclosed area subject to flooding. The bottom of all openings shall be no higher than one foot above grade. Openings may be equipped with screens, louvers, valves or other coverings or devices provided that they permit the automatic entry and exit of floodwater; or
            2.   Be certified by a registered professional engineer or architect.
         (d)   Manufactured homes shall also meet the standards in § 10.104.060(D).
   (B)   Standards for utilities.
      (1)   All new and replacement water supply and sanitary sewage systems shall be designed to minimize or eliminate:
         (a)   Infiltration of flood waters into the systems; and
         (b)   Discharge from the systems into flood waters.
      (2)   On-site waste disposal systems shall be located to avoid impairment to them, or contamination from them during flooding.
   (C)   Standards for subdivisions and other proposed development.
      (1)   All preliminary subdivision proposals or other developments greater than 50 lots or five acres, whichever is less, shall:
         (a)   Identify the special flood hazard areas (SFHA) and base flood elevation (BFE).
         (b)   Identify the elevations of lowest floors of all proposed structures and pads on the final plans.
         (c)   If the site is filled above the base flood elevation, the following as-built information for each structure shall be certified by a registered civil engineer or licensed land surveyor and provided as part of an application for a Letter of Map Revision based on Fill (LOMR-F) to the Floodplain Administrator:
            1.   Lowest floor elevation.
            2.   Pad elevation.
            3.   Lowest adjacent grade.
      (2)   All subdivision proposals shall be consistent with the need to minimize flood damage.
      (3)   All subdivision proposals shall have public utilities and facilities such as sewer, gas, electrical and water systems located and constructed to minimize flood damage.
      (4)   All subdivisions shall provide adequate drainage to reduce exposure to flood hazards.
   (D)   Standards for manufactured homes.
      (1)   All manufactured homes that are placed or substantially improved, within Zones A1-30, AH, and AE on the community’s Flood Insurance Rate Map, on sites located:
         (a)   Outside of a manufactured home park or subdivision;
         (b)   In a new manufactured home park or subdivision;
         (c)   In an expansion to an existing manufactured home park or subdivision; or
         (d)   In an existing manufactured home park or subdivision on a site upon which a manufactured home has incurred “substantial damage” as the result of a flood, shall be elevated on a permanent foundation such that the lowest floor of the manufactured home is elevated to or above the base flood elevation (the State of California recommends at least two feet above the base flood elevation) and be securely fastened to an adequately anchored foundation system to resist flotation, collapse, and lateral movement.
      (2)   All manufactured homes to be placed or substantially improved on sites in an existing manufactured home park or subdivision within Zones A1-30, AH, and AE on the community’s Flood Insurance Rate Map that are not subject to the provisions of § 10.104.060(D)(1) will be securely fastened to an adequately anchored foundation system to resist flotation, collapse, and lateral movement, and be elevated so that either the:
         (a)   Lowest floor of the manufactured home is at or above the base flood elevation (the State of California recommends at least two feet above the base flood elevation); or
         (b)   Manufactured home chassis is supported by reinforced piers or other foundation elements of at least equivalent strength that are no less than 36 inches in height above grade.
         (c)   Upon the completion of the structure, the elevation of the lowest floor including basement shall be certified by a registered professional engineer or surveyor, and verified by the community building inspector to be properly elevated. The certification and verification shall be provided to the Floodplain Administrator.
   (E)   Standards for recreational vehicles. All recreational vehicles placed on sites within Zones A1-30, AH, and AE on the community’s Flood Insurance Rate Map will either:
      (1)   Be on the site for fewer than 180 consecutive days, and be fully licensed and ready for highway use - a recreational vehicle is ready for highway use if it is on its wheels or jacking system, is attached to the site only by quick disconnect type utilities and security devices, and has no permanently attached additions; or
      (2)   Meet the permit requirements of § 10.104.050 and the elevation and anchoring requirements for manufactured homes in § 10.104.060(D)(1).
   (F)   Floodways. Located within areas of special flood hazard established in § 10.104.040(B) are areas designated as floodways. Since the floodway is an extremely hazardous area due to the velocity of flood waters, which carry debris, potential projectiles, and erosion potential, the following provisions apply:
      (1)   Prohibit encroachments, including fill, new construction, substantial improvement, and other new development unless certification by a registered professional engineer is provided demonstrating that encroachments shall not result in any increase in [the base] flood elevation during the occurrence of the base flood discharge.
      (2)   If § 10.104.060(F)(1) is satisfied, all new construction, substantial improvement, and other proposed new development shall comply with all other applicable flood hazard reduction provisions of this § 10.104.060.
(1995 Code, § 10.104.060) (Ord. 11-03, passed 4-18-2011; Ord. 00-1854, passed --2000)