The protection standard established by this chapter is based on the flood insurance study for the county and incorporated areas.
(A) If a base flood elevation or 100-year frequency flood evaluation is not available for a particular site, then the protection standard shall be according to the best existing data available in the Illinois State Water Survey’s Floodplain Information Repository that has been approved by IDNR/OWR and FEMA.
(B) When a party disagrees with the best available data, he or she may finance the detailed engineering study needed to replace existing data with better data and submit it to IDNR/OWR and FEMA.
(1) The base flood or 100-year frequency flood elevation for the SFHAs or Jackson Creek, Grant Creek and Prairie Creek shall be as delineated on the 100-year flood profiles in the Flood Insurance Study of Will County, Illinois and incorporated areas prepared by FEMA (or the Department of Housing and Urban Development) dated September 6, 1995, and such amendments to the study and maps as may be prepared from time to time.
(2) The base flood or 100-year frequency flood elevation for the SFHAs of those parts of the unincorporated county that are within the extraterritorial jurisdiction of the village or that may be annexed into the village shall be as delineated on the 100-year flood profiles in the flood insurance study of the county and incorporated areas prepared by FEMA (or Department of Housing and Urban Development) dated September 6, 1995, and such amendments or revisions to the study maps as may be prepared from time to time.
(C) The base flood or 100-year frequency flood elevation for each SFHA delineated as an “AH Zone” or “AO Zone” shall be that elevation (or depth) delineated on the flood insurance rate map of the county and incorporated areas.
(D) The base flood or 100-year frequency flood elevation for each of the remaining SFHAs delineated as an “A Zone” on the flood insurance rate map of the county and incorporated areas shall be according to the best existing data available in the Illinois State Water Survey Floodplain Information Repository.
(1) When no base flood or 100-year flood elevation exists, the base flood or 100-year frequency flood elevation for a riverine SFHA shall be determined from a backwater model, such as HEC-II, WSP-2, or dynamic model such as HIP.
(2) The flood flows used in the hydraulic models shall be obtained from a hydrologic model, such as HEC-I, TR-20 or HIP, or by techniques presented in various publications prepared by the United States Geological Survey for estimated peak flood discharges.
(3) Along any watercourses draining more than one square mile, the above analyses shall be submitted to the State Water Survey Floodplain Information Repository for filing.
(4) For a non-riverine SFHA, the base flood elevation shall be the historic flood of record plus three feet, unless calculated by a detailed engineering study and approved by IDNR/OWR for drainage areas greater than one square mile.
(5) For an unmapped extended SFHA (with a drainage area less than one square mile) which has been identified by the Building and Zoning Administrator of village’s designated representative pursuant to § 154.05(A)(3), the base flood elevation shall be determined by the applicant utilizing a method as approved in § 154.06(D), with concurrence of the village.
(Ord. 765, passed 10-20-2004)