# [Amended]
**AGENCY:**
Federal Emergency Management Agency (FEMA).
**ACTION:**
Final rule.
**SUMMARY:**
Base (1% annual chance) flood elevations and modified base flood elevations are made final for the communities listed below. The base flood elevations and modified base flood elevations are the basis for the floodplain management measures that each community is required either to adopt or to show evidence of being already in effect in order to qualify or remain qualified for participation in the National Flood Insurance Program (NFIP).
**EFFECTIVE DATES:**
The date of issuance of the Flood Insurance Rate Map (FIRM) showing base flood elevations and modified base flood elevations for each community. This date may be obtained by contacting the office where the maps are available for inspection as indicated on the table below.
**ADDRESSES:**
The final base flood elevations for each community are available for inspection at the office of the Chief Executive Officer of each community. The respective addresses are listed in the table below.
**FOR FURTHER INFORMATION CONTACT:**
Matthew B. Miller, P.E., Chief, Hazards Study Branch, Federal Insurance and Mitigation Administration, Federal Emergency Management Agency, 500 C Street SW., Washington, DC 20472, (202) 646-3461, or (email) *[email protected].*
**SUPPLEMENTARY INFORMATION:**
The Federal Emergency Management Agency (FEMA or Agency) makes final determinations listed below of base flood elevations and modified base flood elevations for each community listed. The proposed base flood elevations and proposed modified base flood elevations were published in newspapers of local circulation and an opportunity for the community or individuals to appeal the proposed determinations to or through the community was provided for a period of ninety (90) days. The proposed base flood elevations and proposed modified base flood elevations were also published in the *Federal Register* .
This final rule is issued in accordance with Section 110 of the Flood Disaster Protection Act of 1973, 42 U.S.C. 4104, and 44 CFR part 67.
The Agency has developed criteria for floodplain management in floodprone areas in accordance with 44 CFR Part 60.
Interested lessees and owners of real property are encouraged to review the proof Flood Insurance Study and Flood Insurance Rate Map available at the address cited below for each community.
The base flood elevations and modified base flood elevations are made final in the communities listed below. Elevations at selected locations in each community are shown.
*National Environmental Policy Act.* This rule is categorically excluded from the requirements of 44 CFR part 10, Environmental Consideration. No environmental impact assessment has been prepared.
*Regulatory Flexibility Act.* The Administrator, Federal Insurance and Mitigation Administration, certifies that this rule is exempt from the requirements of the Regulatory Flexibility Act because final or modified base flood elevations are required by the Flood Disaster Protection Act of 1973, 42 U.S.C. 4104, and are required to establish and maintain community eligibility in the NFIP. No regulatory flexibility analysis has been prepared.
*Regulatory Classification.* This final rule is not a significant regulatory action under the criteria of Section 3(f) of Executive Order 12866 of September 30, 1993, Regulatory Planning and Review, 58 FR 51735.
*Executive Order 12612, Federalism.* This rule involves no policies that have federalism implications under Executive Order 12612, Federalism, dated October 26, 1987.
*Executive Order 12778, Civil Justice Reform.* This rule meets the applicable standards of Section 2(b)(2) of Executive Order 12778.
**List of Subjects in 44 CFR Part 67**
Administrative practice and procedure, Flood insurance, Reporting and recordkeeping requirements.
**44 CFR Part 67**
Accordingly, 44 CFR Part 67 is amended as follows:
**PART 67—[AMENDED]**
1. The authority citation for Part 67 continues to read as follows:
**Authority:**
42 U.S.C. 4001 *et seq.* ; Reorganization Plan No. 3 of 1978, 3 CFR, 1978 Comp., p. 329; E.O. 12127, 44 FR 19367, 3 CFR, 1979 Comp., p. 376.
**44 CFR Part 67**
§ 67.11
2. The tables published under the authority of § 67.11 are amended as follows:
| Source of flooding and location | #Depth in feet above ground. |
| --- | --- |
| | |
| | |
| | |
| Approximately 850 feet downstream of Currituck Road | *331 |
| Approximately 440 feet upstream of U.S. Route 6 | *403 |
| at the Edmond Town Hall, 45 Main Street, Newtown, Connecticut. | |
| | |
| | |
| | |
| East of Chaney Lane and approximately 500 feet south of Interstate Route 280 | #1 |
| Approximately 600 feet north of W 10th Avenue and approximately 450 feet east of 9th Street | #1 |
| Northwest of Missouri Kansas and Texas Railroad and approximately 600 feet south of Interstate Route 280 | #1 |
| | |
| Approximately 0.63 mile downstream of Missouri, Kansas, and Texas Railroad | *564 |
| Approximately 530 feet upstream of U.S. Route 67 | *564 |
| | |
| At confluence with Rock River | *564 |
| Approximately 300 feet downstream of the Sears Dam | *564 |
| at the Village of Milan Administrative Office, 321 West 2nd Avenue, Milan, Illinois. | |
| | |
| | |
| | |
| Approximately 0.975 mile upstream of confluence with West Fork White River | *743 |
| At East 146th Street | *818 |
| | |
| At confluence with Cool Creek | *770 |
| Approximately 450 feet upstream from confluence with Cool Creek | *770 |
| | |
| At confluence with Cool Creek | *806 |
| Approximately 150 feet downstream of most upstream crossing of East 136th Street | *845 |
| | |
| At county boundary | *861 |
| At West 146th Street | *865 |
| | |
| At confluence with Vestal Ditch | *768 |
| At East 146th Street | *770 |
| | |
| Approximately 100 feet downstream of Cherry Tree Road | *771 |
| At East 146th Street | *804 |
| | |
| Approximately 300 feet upstream of confluence with Williams Creek | *794 |
| At confluence with Well Run | *853 |
| | |
| At confluence with West Fork White River | *746 |
| At East 146th Street | *769 |
| | |
| At confluence with Spring Mill Run | *853 |
| Approximately 1,000 feet downstream of Torrey Pines Circle | *860 |
| at the City of Carmel Department of Community Services, 1 Civic Square, Carmel, Indiana. | |
| ——— | |
| | |
| | |
| Entire shoreline within community | *814 |
| at the Cicero Town Hall, 70 North Byron Street, Cicero, Indiana. | |
| ——— | |
| | |
| | |
| At East 96th Street | *781 |
| At East 126th Street | *815 |
| | |
| At East 106th Street | *785 |
| At Interstate 69 | *806 |
| | |
| Approximately 1.2 miles downstream of confluence of Britton Branch | *745 |
| Approximately 0.8 mile upstream of confluence of Britton Branch | *748 |
| | |
| At confluence with West Fork White River | *746 |
| Approximately 100 feet downstream of State Route 37 | *809 |
| at the Town of Fishers Administrative Offices, One Municipal Drive, Fishers, Indiana. | |
| ——— | |
| | |
| | |
| Approximately 180 feet downstream of East 146th Street | *831 |
| At Atlantic Road | *845 |
| | |
| At East 146th Street | *821 |
| At Prairie Baptist Road | *840 |
| | |
| Approximately 1,400 feet upstream of Promise Road | *780 |
| Approximately 0.5 mile upstream of Victory Chapel Road | *795 |
| | |
| At East 146th Street | *770 |
| At Hinkle Road | *821 |
| | |
| At East 146th Street | *769 |
| Approximately 1,600 feet downstream of East 161st Street | *775 |
| at the Hamilton County Government and Judicial Center, One Hamilton County Square, Noblesville, Indiana. | |
| ——— | |
| | |
| | |
| Just upstream of Allisonville Road | *751 |
| Just downstream of Norfolk and Western Railroad | *800 |
| | |
| At confluence with Stony Creek | *756 |
| Approximately 500 feet downstream of State Route 37 | *768 |
| | |
| Just upstream of abandoned railroad | *785 |
| Just downstream of East 156th Street | *793 |
| | |
| At confluence with West Fork White River | *765 |
| Approximately 800 feet downstream of East 211th Street | *805 |
| | |
| At confluence with Sly Run | *766 |
| Approximately 600 feet upstream of Little Chicago Road | *819 |
| | |
| Entire shoreline within community | *814 |
| | |
| At confluence with West Fork White River | *771 |
| Approximately 1,400 feet upstream of Promise Road | *780 |
| | |
| At confluence with Cicero Creek | *762 |
| At confluence of Sly Run East Fork and Sly Run West Fork | *821 |
| | |
| Approximately 200 feet downstream of abandoned railroad | *772 |
| Just downstream of East 161st Street | *776 |
| | |
| At confluence of Sly Run West Fork | *821 |
| Just downstream of Hinkle Road | *865 |
| | |
| At confluence of Sly Run East Fork | *821 |
| Approximately 125 feet upstream of Little Chicago Road | *830 |
| at the City of Noblesville Department of Planning and Development, 16 South Tenth Street, Noblesville, Indiana. | |
| ——— | |
| | |
| | |
| Just upstream of East 146th Street | *818 |
| Just downstream of East 186th Street | *870 |
| | |
| Approximately 600 feet downstream of Westfield Park Road | *894 |
| Approximately 0.57 mile upstream of State Route 32 | *906 |
| | |
| Just upstream of Hinkle Road | *822 |
| Just downstream of East 161st Street | *832 |
| | |
| Approximately 1,250 feet downstream of West 146th Street | *861 |
| Just downstream of Casey Road | *911 |
| | |
| Just upstream of East 186th Street | *870 |
| Just downstream of intersection of Tomlinson Road and East 191st Street | *892 |
| | |
| Just upstream of Hinkle Road | *866 |
| Approximately 0.4 mile upstream of Hinkle Road | *872 |
| at the Westfield Town Hall, 130 Penn Street, Westfield, Indiana. | |
| | |
| | |
| | |
| Entire shoreline within community | *1,231 |
| at the Errol Town Office Building, 33 Main Street, Errol, New Hampshire. | |
| | |
| | |
| | |
| Approximately 3,650 feet downstream of Norfolk Southern Railroad | *585 |
| Approximately 250 feet upstream of Interstate 85 | *587 |
| | |
| Approximately 3.18 miles downstream of Armstrong Ford Road | *571 |
| At Armstrong Ford Road | *571 |
| | |
| At the confluence with South Fork Catawba River | *571 |
| Approximately 980 feet upstream of the confluence with South Fork Catawba River | *571 |
| at the Belmont City Hall, 115 North Main Street, Belmont, North Carolina. | |
| ——— | |
| | |
| | |
| Approximately 1,645 feet downstream of Iowa Avenue | *793 |
| Approximately 325 feet upstream of Maine Avenue | *820 |
| | |
| Approximately 1.12 miles upstream of Interstate 85 | *790 |
| Approximately 1.5 miles upstream of Interstate 85 | *840 |
| | |
| Approximately 290 feet downstream of Arrowood Dam | *788 |
| Approximately 1,190 feet upstream of Arrowood Dam | *830 |
| | |
| Approximately 650 feet upstream of Eleventh Street | *789 |
| Approximately 875 feet upstream of Eleventh Street | *790 |
| at the Bessemer City Hall, 132 West Virginia Avenue, Room 207, Bessemer City, North Carolina. | |
| ——— | |
| | |
| | |
| Approximately 150 feet downstream of Sullivan Drive | *868 |
| Approximately 500 feet upstream of Pink Street | *916 |
| at the Cherryville Town Hall, 116 South Mountain Street, Cherryville, North Carolina. | |
| ——— | |
| | |
| | |
| At the confluence with South Fork Catawba River | *577 |
| Approximately 1.31 miles upstream of 8th Avenue | *611 |
| at the Cramerton Town Hall, 155 North Main Street, Cramerton, North Carolina. | |
| ——— | |
| | |
| | |
| Approximately 838 feet downstream of Union New Hope Road | *588 |
| Approximately 1,475 feet upstream of Beaty Road | *626 |
| | |
| At the confluence with Lake Wylie | *571 |
| Approximately 2.8 miles upstream of the confluence with Dutchman's Creek | *594 |
| | |
| Approximately 0.60 mile downstream of Cramerton Road | *604 |
| Approximately 0.35 mile upstream of Lowell-Bethesda Road | *656 |
| | |
| Approximately 25 feet downstream of CSX Transportation | *615 |
| Approximately 1.1 miles upstream of West Catawba Avenue | *674 |
| | |
| Approximately 150 feet downstream of Interstate 85 | *714 |
| Approximately 0.50 mile upstream of Oates Road | *814 |
| | |
| Approximately 625 feet upstream of the confluence with Long Creek | *773 |
| Approximately 325 feet downstream of Arrowood Dam | *788 |
| | |
| At the confluence with Long Creek | *741 |
| Approximately 1,645 feet downstream of Iowa Avenue | *793 |
| | |
| At the confluence with Abernathy Creek | *721 |
| Approximately 625 feet upstream of Eleventh Street | *789 |
| | |
| Approximately 2,250 feet downstream of the confluence of Unnamed Tributary to Abernathy Creek | *716 |
| Approximately 660 feet upstream of Interstate 85 | *771 |
| | |
| Approximately 425 feet downstream of Dallas Cherryville Highway/State Route 277 | *834 |
| Approximately 25 feet upstream of Pink Street | *916 |
| | |
| Approximately 100 feet downstream of Interstate 85 | *726 |
| Approximately 1.1 miles upstream of Interstate 85 | *790 |
| | |
| At the confluence of Tributary C-10-1 | *715 |
| Approximately 100 feet upstream of East Hudson Boulevard | *732 |
| | |
| Approximately 575 feet downstream of East Hudson Boulevard | *720 |
| Approximately 650 feet upstream of East Hudson Boulevard | *731 |
| | |
| At the confluence with Catawba River | *585 |
| Approximately 40 feet downstream of CSX Transportation | *585 |
| | |
| At the confluence with Catawba River | *571 |
| At Armstrong Ford Road | *571 |
| | |
| At confluence with Catawba River | *585 |
| Approximately 3,620 feet upstream of the confluence with Catawba River | *585 |
| | |
| At the confluence with Catawba River | *585 |
| Approximately 1,470 feet upstream of the confluence of Stowe Tributary | *585 |
| | |
| At the confluence with Stowe Branch | *585 |
| Approximately 1,260 feet upstream of the confluence with Stowe Branch | *585 |
| at the Gaston County Planning/Code Enforcement Office, 212 West Main Avenue, Gastonia, North Carolina. | |
| ——— | |
| | |
| | |
| | |
| At confluence with Catawba Creek | *635 |
| Approximately 125 feet upstream of Pineridge Avenue | *821 |
| | |
| Approximately 1,200 feet upstream of Cramerton Road | *629 |
| Approximately 450 feet upstream of Redbud Drive | *666 |
| | |
| Approximately 0.85 mile downstream of the confluence with Forest Brook Branch | *625 |
| Approximately 650 feet upstream of Vance Street | *769 |
| | |
| Approximately 2,000 feet upstream of the confluence of Tributary R-4 | *688 |
| Approximately 850 feet upstream of the confluence of Tributary R-5 | *688 |
| | |
| At the confluence with Catawba Creek | *649 |
| Approximately 1,200 feet upstream of Steeple Chase Road | *696 |
| | |
| At the confluence with Catawba Creek | *655 |
| Approximately 2,000 feet upstream of the confluence with Catawba Creek | *681 |
| | |
| At the confluence with Catawba Creek | *658 |
| Approximately 1,350 feet upstream of East Hudson Boulevard | *681 |
| | |
| Approximately 25 feet upstream of the confluence with Tributary C-5 | *658 |
| Approximately 1,325 feet upstream of East Hudson Boulevard | *680 |
| | |
| At the confluence with Catawba Creek | *680 |
| Approximately 0.4 mile upstream of East Hudson Boulevard | *735 |
| | |
| Approximately 250 feet upstream of the confluence with Catawba Creek | *695 |
| Approximately 480 feet upstream of Laurel Lane | *731 |
| | |
| At the confluence with Catawba Creek | *699 |
| Approximately 0.34 mile upstream of Scotch Drive | *736 |
| | |
| At the confluence with Catawba Creek | *702 |
| Approximately 0.30 mile upstream of confluence with Catawba Creek | *717 |
| | |
| At the confluence with Catawba Creek | *715 |
| Approximately 100 feet upstream of East Hudson Boulevard | *732 |
| | |
| At the confluence with Tributary C-10 | *715 |
| Approximately 575 feet downstream of East Hudson Boulevard | *720 |
| | |
| At the confluence with Catawba Creek | *717 |
| Approximately 1,210 feet upstream of Efird Street | *759 |
| | |
| At the confluence with Catawba Creek | *718 |
| Approximately 275 feet upstream of Oakland Street (Abandoned) | *760 |
| | |
| At the confluence with Catawba Creek | *728 |
| Approximately 300 feet upstream of Tenth Avenue | *735 |
| | |
| At the confluence with Catawba Creek | *737 |
| Approximately 540 feet upstream of Home Trail | *746 |
| | |
| At the confluence with Catawba Creek | *744 |
| Approximately 475 feet upstream of the confluence of Tributary C-16-1 | *753 |
| | |
| At the confluence with Tributary C-16 | *747 |
| Approximately 1,310 feet upstream of the confluence with Tributary C-16 | *758 |
| | |
| Approximately 140 feet downstream of the confluence of Oates Creek | *707 |
| Approximately 410 feet upstream of the confluence of Oates Creek | *714 |
| | |
| At the confluence with Catawba Creek | *703 |
| Approximately 75 feet downstream of U.S. Route 29/74 | *778 |
| | |
| At the confluence with Tributary R-5 | *708 |
| Approximately 100 feet downstream of Interstate 85 | *726 |
| at the City of Gastonia Engineer's Office, 181 South Street, Gastonia, North Carolina. | |
| ——— | |
| | |
| | |
| Approximately 2,950 feet downstream of Main Street | *584 |
| Approximately 1.9 miles upstream of Highway 85 | *611 |
| at the McAdenville Town Hall, 125 Main Street, McAdenville, North Carolina. | |
| ——— | |
| | |
| | |
| Approximately 230 feet upstream of Interstate 85 | *587 |
| Approximately 1,910 feet upstream of confluence of Dutchmans Creek | *591 |
| | |
| At confluence with Catawba River | *589 |
| Approximately 75 feet downstream of CSX Transportation | *613 |
| | |
| At confluence with Catawba River | *592 |
| Approximately 3,750 feet upstream of North Main Street | *592 |
| at the Mount Holly City Hall, 131 South Main Street, Mount Holly, North Carolina. | |
| | |
| | |
| | |
| Approximately 1.37 miles downstream of Alexander Dam | *1,258 |
| At downstream side of Alexander Dam | *1,261 |
| | |
| Approximately 660 feet downstream of Mill Street | *1,263 |
| Approximately 1.1 miles upstream of U.S. Business Highway 51 | *1,274 |
| at the Lincoln County Zoning Office, 1110 East Main Street, Merrill, Wisconsin. | |
| ——— | |
| | |
| | |
| Approximately 1.1 miles downstream of the confluence of South Fork Kinnickinnic River | *806 |
| Approximately 400 feet upstream of State Route 35/65 | *898 |
| | |
| Approximately 850 feet upstream of confluence with Kinnickinnic River | *805 |
| Approximately 2,230 feet upstream of confluence with Kinnickinnic River | *814 |
| | |
| At confluence with Kinnickinnic River | *828 |
| Approximately 575 feet upstream of State Route 35/65 | *906 |
| | |
| At confluence with South Fork Kinnickinnic River | *906 |
| Approximately 950 feet upstream of South Fork Kinnickinnic River | *907 |
| at the River Falls City Hall, 123 East Elm Street, River Falls, Wisconsin. | |
(Catalog of Federal Domestic Assistance No. 83.100, “Flood Insurance”)
Dated: September 30, 2002.
Anthony S. Lowe,
Administrator, Federal Insurance and Mitigation Administration.