As applicable to the location and nature of the proposed development
activity, and in addition to the requirements of this section, the
applicant shall have the following analyses signed and sealed by a
licensed professional engineer for submission with the site plan and
construction documents:
A. For development activities proposed to be located in a regulatory floodway, a floodway encroachment analysis that demonstrates that the encroachment of the proposed development will not cause any increase in base flood elevations; where the applicant proposes to undertake development activities that do increase base flood elevations, the applicant shall submit such analysis to FEMA as specified in §
166-37 of these regulations and shall submit the Conditional Letter of Map Revision, if issued by FEMA, with the site plan and construction documents.
B. For development activities proposed to be located in a riverine flood
hazard area where base flood elevations are included in the FIS or
FIRM but floodways have not been designated, hydrologic and hydraulic
analyses that demonstrate that the cumulative effect of the proposed
development, when combined with all other existing and anticipated
flood hazard area encroachments will not increase the base flood elevation
more than 0.2 foot at any point within the jurisdiction. This requirement
does not apply in isolated flood hazard areas not connected to a riverine
flood hazard area or in flood hazard areas identified as Zone AO or
Zone AH.
C. For alteration of a watercourse, an engineering analysis prepared in accordance with standard engineering practices which demonstrates that the flood-carrying capacity of the altered or relocated portion of the watercourse will not be decreased, and certification that the altered watercourse shall be maintained, neither increasing nor decreasing the channel's flood-carrying capacity. The applicant shall submit the analysis to FEMA as specified in §
166-37 of these regulations. The applicant shall notify the chief executive officer of all affected adjacent jurisdictions, the NJDEP's Bureau of Flood Engineering and the Division of Land Resource Protection, and shall provide documentation of such notifications.
D. For activities that propose to alter sand dunes in coastal high hazard
areas (Zone V) and Coastal A Zones, an engineering analysis that demonstrates
that the proposed alteration will not increase the potential for flood
damage and documentation of the issuance of a New Jersey coastal zone
management permit under N.J.A.C. 7:7.
E. For analyses performed using Methods 5 and 6 (as described in N.J.A.C.
7:13) in flood hazard zones without base flood elevations (approximate
A Zones).
When additional hydrologic, hydraulic or other engineering data,
studies, and additional analyses are submitted to support an application,
the applicant has the right to seek a Letter of Map Change (LOMC)
from FEMA to change the base flood elevations, change floodway boundaries,
or change boundaries of flood hazard areas shown on FIRMs, and to
submit such data to FEMA for such purposes. The analyses shall be
prepared by a licensed professional engineer in a format required
by FEMA. Submittal requirements and processing fees shall be the responsibility
of the applicant.