In all areas of special flood hazards, the following standards are required:

A. Anchoring.

(1) All new construction and substantial improvements shall be anchored to prevent flotation, collapse, or lateral movement of the structure.

(2) All manufactured homes shall be anchored to resist flotation, collapse or lateral movement. Methods of anchoring may include, but are not to be limited to, use of over-the-top or frame ties to ground anchors. This requirement is in addition to applicable state and local anchoring requirements for resisting wind forces. Special requirements shall be that:

(a) Over-the-top ties shall be provided at each of the four corners of the manufactured home, with two additional ties per side at the intermediate locations, with manufactured homes less than 50 feet long requiring one additional tie per side.

(b) Frame ties shall be provided at each corner of the home, with five additional ties per side at intermediate points, with manufactured homes less than 50 feet long requiring four additional ties per side.

(c) All components of the anchoring system shall be capable of carrying a force of 4,800 pounds.

(d) Any additions to the manufactured home shall be similarly anchored.

B. Construction materials and methods.

(1) All new construction and substantial improvements shall be constructed with materials and utility equipment resistant to flood damage.

(2) All new construction and substantial improvements shall be constructed using methods and practices that minimize flood damage.

(3) Enclosure openings. For all new construction and substantial improvements, fully enclosed areas below the lowest floor that are subject to flooding shall be designed to automatically equalize hydrostatic flood forces on exterior walls by allowing for the entry and exit of floodwaters. Designs for meeting this requirement must either be certified by a registered professional engineer or architect or meet or exceed the following minimum criteria:

(a) 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 shall be provided.

(b) The bottom of all openings shall be no higher than one foot above grade.

(c) Openings may be equipped with screens, louvers or other coverings or devices, provided that they permit the automatic entry and exit of floodwaters.

C. Utilities.

(1) All new and replacement water supply systems shall be designed to minimize or eliminate infiltration of floodwaters into the system;

(2) New and replacement sanitary sewage systems shall be designed to minimize or eliminate infiltration of floodwaters into the systems and discharge from the systems into floodwaters;

(3) On-site waste disposal systems shall be located to avoid impairment to them or contamination from them during flooding; and

(4) Electrical, heating, ventilation, plumbing and air-conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating within the components during conditions of flooding.

D. Subdivision proposals.

(1) All subdivision proposals shall be consistent with the need to minimize flood damage;

(2) All subdivision proposals shall have public utilities and facilities such as sewer, gas, electrical, and water systems located and constructed to minimize flood damage;

(3) All subdivision proposals shall have adequate drainage provided to reduce exposure to flood damage; and

(4) Base flood elevation data shall be provided for subdivision proposals and other proposed development which contain at least 50 lots or five acres, whichever is less.

E. Enclosure openings. All new construction and substantial improvements having fully enclosed areas below the lowest floor that are usable solely for parking of vehicles, building access or storage in an area other than a basement 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 floodwaters. Designs for meeting this requirement must either be certified by a registered professional engineer or architect or must meet or exceed the following minimum criteria:

(1) 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 shall be provided.

(2) The bottom of all openings shall be no higher than one foot above grade.

(3) Openings may be equipped with screens, louvers, or other covering or devices, provided that they permit the automatic entry and exit of floodwaters.

In all areas of special flood hazards where base flood elevation data have been provided as set forth in § 210-7, Basis for establishing areas of special flood hazard, or in § 210-14B, Use of other base flood and floodway data, the following standards are required:

A. Residential construction.

(1) In AE Zones, new construction and substantial improvement of any residential structure shall have the lowest floor, including basement, elevated to or above base flood elevation.

(2) Within any AO Zone on the Township's FIRM, all new construction and substantial improvement of any residential structure shall have the lowest floor, including basement, elevated above the highest adjacent grade at least as high as the depth number specified in feet (at least two feet if no depth number is specified) and require adequate drainage paths around structures on slopes to guide floodwaters around and away from proposed structures.

(3) New construction and substantial improvement of any residential structure shall have the lowest floor, including basement, elevated to or above base flood elevation.

B. Nonresidential construction. In AE Zones, all new construction and substantial improvement of any commercial, industrial or other nonresidential structure shall either have the lowest floor, including basement, elevated to the level of the base flood elevation or, together with the attendant utilities and sanitary facilities, shall:

(1) Require within any AO Zone on the Township's FIRM that all new construction and substantial improvement of any commercial, industrial or other nonresidential structure shall either have the lowest floor, including basement, elevated above the highest adjacent grade at least as high as the depth number specified in feet (at least two feet if no depth number is specified) and require adequate drainage paths around structures on slopes to guide floodwaters around and away from proposed structures; or

(2) New construction and substantial improvement of any commercial, industrial or other nonresidential structure shall either have the lowest floor, including basement, elevated to the level of the base flood elevation; or

(3) Be floodproofed so that, below the base flood level, the structure is watertight with walls substantially impermeable to the passage of water;

(4) Have structural components capable of resisting hydrostatic and hydrodynamic loads and effects of buoyancy; and

(5) Be certified by a registered professional engineer or architect that the design and methods of construction are in accordance with accepted standards of practice for meeting the applicable provisions of this subsection. Such certification shall be provided to the official as set forth in § 210-14C(2).

C. Manufactured homes.

(1) Manufactured homes shall be anchored in accordance with § 210-16A(2).

(2) All manufactured homes to be placed or substantially improved within an area of special flood hazard shall be elevated on a permanent foundation such that the top of the lowest floor is at or above the base flood elevation.

Located within areas of special flood hazard established in § 210-7 are areas designated as floodways. Since the floodway is an extremely hazardous area due to the velocity of floodwaters which carry debris, potential projectiles, and erosion potential, the following provisions apply:

A. Prohibit encroachments, including fill, new construction, substantial improvements, and other development, unless a technical evaluation demonstrates that encroachment shall not result in any increase in flood levels during the occurrence of the base flood discharge.

B. If § 210-18A is satisfied, all new construction and substantial improvements must comply with Article V, Provisions for Flood Hazard Reduction.

C. In all areas of special flood hazard in which base flood elevation data has been provided and no floodway has been designated, the cumulative effect of any proposed development, when combined with all other existing and anticipated development, shall not increase the water surface elevation of the base flood more than 0.2 of a foot at any point.

A. Application procedures. In addition to the permit application, appeal and variance procedures set forth in §§ 210-12, 210-15 and 210-16, respectively, the procedures set forth in this Code book for the Pinelands Area shall be followed.

B. Review procedures. In addition to the review procedures set forth in § 210-14, the procedures set forth in this Code book for the Pinelands Area shall be followed.

C. Development standards. In addition to the standards set forth in §§ 210-16 and 210-17, all development within the Pinelands Area shall also adhere to the standards set forth in this Code book for the Pinelands Area.

[HISTORY: Adopted by the Township Committee (now Council) of the Township of Jackson 6-24-1991 by Ord. No. 25-91 (Ch. 109 of the 1972 Code). Amendments noted where applicable.]