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Portland City Code ch. 14

Citation
Portland City Code ch. 14
Parent Document
Portland City Code ch. 14
Jurisdiction
Portland (municipal)

Other Sections in This Document (541)

Full Text

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jacking system, is attached to the site           a regulatory floodway is designated on the
               only be quick disconnect type utilities           community’s flood insurance rate map or
               and security devices, and has no                  flood boundary and floodway map, unless
               permanently attached additions.                   a technical evaluation certified by a
     2.   Zones V1-30 and VE shall meet the                      registered professional engineer is
          requirements of either Subsection                      provided demonstrating that such
          12.4.5(I)(1)(a), 12.4.5(I)(1)(b), or 12.4.5(P).        encroachments will not result in any
J.   Accessory structures. Accessory structures                  increase in flood levels within the
     located within Zones A1-30, AE, AO, AH, and A               community during the occurrence of the
     shall be exempt from the elevation criteria                 base flood discharge.
     required in Subsection 12.4.5(F) and 12.4.5(G) if      2.   In Zones A1-30 and AE riverine areas, for
     all other requirements of Subsection 12.4.5 and             which no regulatory floodway is
     all the following requirements are met.                     designated, encroachments, including fill,
     Accessory structures shall:                                 new construction, substantial
     1.   Be 500 square feet or less and have a value            improvement, and other development shall
          less than $3,000.                                      not be permitted in the floodway as
     2.   Have unfinished interiors and not be used              determined in (3) below, unless a technical
          for human habitation.                                  evaluation certified by a registered
     3.   Have hydraulic openings, as specified in               professional engineer is provided
          Subsection 12.4.5(L), in at least two                  demonstrating that the cumulative effect
          different walls of the accessory structure.            of the proposed development, when
     4.   Be located outside the floodway.                       combined with all other existing
     5.   When possible be constructed and placed                development and anticipated
          on the building site so as to offer the                development:
          minimum resistance to the flow of flood                a.   Will not increase the water surface
          waters and be placed further from the                       elevation of the base flood more than
          source of flooding than is the primary                      one foot at any point within the
          structure.                                                  community.
     6.   Have only ground fault interrupt electrical            b.   Is consistent with the technical criteria
          outlets. The electric service disconnect                    contained in Chapter 5 entitled
          shall be located above the base flood                       “Hydraulic Analyses,” Flood Insurance
          elevation and when possible outside the                     Study — Guidelines and Specifications
          special flood hazard area.                                  for Study Contractors (FEMA
K.   Floodways                                                        37/January 1995, as amended).
     1.   In Zones A1-30 and AE, encroachments,             3.   In Zones A1-30, AE, and A riverine areas for
          including fill, new construction, substantial          which no regulatory floodway is
          improvement, and other development shall               designated, the regulatory floodway is
          not be permitted in ravine areas, for which            determined to be the channel of the river 12-8 | CITY OF PORTLAND LAND USE CODE FLOOD PLAIN MANAGEMENT