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Portland Land Use Code

Citation
Portland Land Use Code
Parent Document
Portland Land Use Code
Jurisdiction
Portland (municipal)

Other Sections in This Document (765)

Full Text

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TABLE 11-B: DRAINAGE SPACING                                edge of a wetland. Surface drainage which is
                        Grade (%)    Spacing                 directed to an unscarified buffer strip shall be
                              0-2    250 ft.                 diffused or spread out to promote infiltration
                              3-5    200-135 ft.             of the runoff and to minimize channelized flow
                             6-10    100-80 ft.              of the drainage through the buffer strip.
                             11-15   80-60 ft.           G. Ditch relief (cross drainage) culverts, drainage
                            16-20    60-45 ft.               dips, and water turnout shall be installed in a
                              21+    40 ft.                  manner effective in directing drainage onto
                                                             unscarified buffer strips before the flow gains
     to permitted uses within the district. A road or        sufficient volume or head to erode the road,
     driveway may also be approved by the review             driveway, or ditch. To accomplish this, the
     authority in a Resource Protection subdistrict,         following shall apply:
     upon a finding that no reasonable alternative           1.   Ditch relief culverts, drainage dips, and
     route or location is available outside the                   associated water turnouts shall be spaced
     district. When a roadway or driveway is                      along the road or driveway at intervals no
     permitted in a Resource Protection subdistrict,              greater than indicated in Table 11-B.
     the road and/or driveway shall be setback as far        2.   Drainage dips may be used in place of ditch
     as practicable from the normal high-water line               relief culverts only where the grade is 10%
     of a water body, tributary stream, or upland                 or less.
     edge of wetland.                                        3.   On sections having slopes greater than ten
D. Road and driveways banks shall be no steeper                   10%, ditch relief culverts shall be placed at
     than slope of two horizontal to one vertical and             approximately a 30 degree angle
     shall be graded and stabilized in accordance                 downslope from a line perpendicular to
     with the provisions for erosion and                          the centerline of the road or driveway.
     sedimentation control contained in Subsection           4.   Ditch relief culverts shall be sufficiently
     11.4.4.                                                      sized and properly installed in order to
E.   Road and driveway grades shall be no greater                 allow for effective functioning, and their
     than 10% except segments of less than 200                    inlet and outlet ends shall be stabilized
     feet.                                                        with appropriate materials.
F.   In order to prevent road and driveway surface           5.   Ditches, culverts, bridges, dips, water
     drainage from directly entering water bodies,                turnouts, and other storm water runoff
     tributary streams, or wetlands, roads and                    control installations associated with roads
     driveways shall be designed, constructed, and                and driveways shall be maintained on a
     maintained to empty onto an unscarified buffer               regular basis to assure effective
     strip at least 50 feet plus two times the average            functioning.
     slope in width between the outflow point of the
     ditch or culvert and the normal high-water line
     of a water body, tributary stream, or upland CITY OF PORTLAND LAND USE CODE | 11-15 SHORELAND OVERLAY ZONE