# [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, Mitigation Directorate, 500 C Street SW., Washington, DC 20472, (202) 646-3461.
**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 Associate Director, Mitigation Directorate, 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 National Flood Insurance Program. 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. *Elevation in feet (NGVD) |
| --- | --- |
| | |
| | |
| | |
| Approximately 1.875 miles upstream of State Highway 25 | *913 |
| Approximately 6.56 miles upstream of State Highway 25 | 936 |
| | |
| Approximately 1.08 miles downstream of County Highway 4 | *944 |
| Approximately 2.56 miles upstream of County Highway 4 | *951 |
| at the Becker City Hall, 12060 Sherburne Avenue, Becker, Minnesota. | |
| ——— | |
| | |
| | |
| Approximately 1.1 miles downstream of Chicago and Northwestern Railroad | *805 |
| Approximately 800 feet upstream of Chicago and Northwestern Railroad Bridge | *809 |
| | |
| At confluence with Minnesota River | *807 |
| At New Ulm corporate limits | *807 |
| | |
| Downstream side of the Brown County corporate limits | *823 |
| at the Brown County Planning and Zoning Office, Brown County Courthouse, New Ulm, Minnesota. | |
| ——— | |
| | |
| | |
| Approximately 0.37 mile downstream of Main Street bridge | *805 |
| Approximately 400 feet upstream of Main Street bridge | *808 |
| | |
| At confluence with Zumbro River | *807 |
| Approximately 1,175 feet upstream of Bridge Street | *808 |
| | |
| Approximately 300 feet upstream of confluence with West Zumbro River Tributary | *807 |
| Approximately 100 feet upstream of confluence with West Zumbro River Tributary | *807 |
| at the City Hall, East Main Street, Hammond, Minnesota. | |
| ——— | |
| | |
| | |
| Approximately 0.75 mile downstream of divergence of East Channel Trott Brook | *880 |
| Approximately 0.53 mile upstream of divergence of East Channel Trott Brook | *887 |
| at the Elk River City Hall, 13065 Orono Parkway, Elk River, Minnesota. | |
| ——— | |
| | |
| | |
| At downstream corporate limits | *682 |
| At upstream corporate limits | *682 |
| | |
| Confluence with Mississippi River | *682 |
| Downstream of U.S. 61 bridge | *682 |
| | |
| Confluence with Mississippi River | *682 |
| Approximately 300 feet upstream from U.S. 61 bridge | *682 |
| at the Lake City Hall, 205 West Center Street, Lake City, Minnesota. | |
| ——— | |
| | |
| | |
| Approximately 1,650 feet upstream of Maple Street dam | *932 |
| Approximately 1.70 miles downstream of Maple Street dam | *894 |
| at the Mazeppa City Hall, 1st and Maple Street, Mazeppa, Minnesota. | |
| ——— | |
| | |
| | |
| Approximately 0.5 mile downstream side of CSHA-2 bridge | *779 |
| Approximately 1,445 feet upstream side of CSAH-2 bridge | *784 |
| at the City Hall, 311 Bridge Street, Millville, Minnesota. | |
| ——— | |
| | |
| | |
| At downstream corporate limits | *668 |
| At upstream corporate limits | *669 |
| at the City of Minneiska, 325 Taylor Hill Road, Minneiska, Minnesota. | |
| ——— | |
| | |
| | |
| Approximately 1,050 feet upstream of 20th S. Street | *808 |
| At U.S. Highway #14 | *809 |
| | |
| Approximately 2,200 feet upstream of Dam | *831 |
| Approximately 500 feet downstream of County Highway 13 | *832 |
| at the New Ulm City Engineer's Office, 100 North Broadway, New Ulm Minnesota. | |
| ——— | |
| | |
| | |
| Approximately 4.1 miles downstream of U.S. Route 101 | *856 |
| Approximately 0.51 mile downstream of St. Cloud Dam | *971 |
| | |
| Approximately 600 feet upstream of County Highway 4 | *946 |
| At Big Elk Lake | *968 |
| at the Sherburne County Planning and Zoning Department, 13880 Highway 10, Elk River, Minnesota. | |
| ——— | |
| | |
| | |
| Approximately 1.54 miles upstream of State Route 60 bridge | *680 |
| Approximately 3.41 miles downstream of State Route 60 bridge | *677 |
| at the City Hall, 900 Hiawatha Drive, Wabasha, Minnesota. | |
| ——— | |
| | |
| | |
| Approximately 1.34 miles downstream of CSAH-2 bridge | *776 |
| Downstream side of Zumbro Lake Dam | *875 |
| | |
| At confluence with Zumbro River | *860 |
| Approximately 0.55 mile upstream of Maple Street Dam | *932 |
| | |
| Downstream county limits | *668 |
| Upstream county boundary | *682 |
| | |
| Upstream side of Zumbro Lake Dam | *922 |
| Upstream county boundary | *922 |
| | |
| Approximately 850 feet upstream of upstream crossing of U.S. Route 63 | *844 |
| Approximately 450 feet downstream of State Route 60 crossing | *846 |
| | |
| Approximately 2.1 miles upstream of Soo Line Railroad crossing | *714 |
| Approximately 1.3 miles downstream of confluence of Sugarloaf Creek | *715 |
| | |
| Approximately 100 feet upstream of U.S. 61 | *682 |
| Approximately 600 feet downstream of U.S. 61 | *682 |
| | |
| At confluence with West Zumbro River Tributary | *808 |
| Approximately 300 feet upstream of confluence with West Zumbro River Tributary | *808 |
| at the Wabasha County Courthouse, 625 Jefferson Avenue, Wabasha, Minnesota. | |
| ——— | |
| | |
| | |
| Approximately 1,250 feet upstream side of Main Street bridge | *842 |
| Approximately 2,000 feet downstream of Main Street bridge | *839 |
| | |
| At downstream cross of U.S. Route 63 | *839 |
| Approximately 50 feet downstream side of U.S. Highway 63 | *41 |
| at the Zumbro Falls City Hall, Main Street, Zumbro Falls, Minnesota. | |
| | |
| | |
| | |
| At downstream corporate limits | *50 |
| Approximately 0.57 mile upstream of corporate limits | *134 |
| | |
| At downstream corporate limits | *80 |
| At North Road | *108 |
| at the Selectmen's Office, 1 Dalton Road, Brentwood Town Hall, Brentwood, New Hampshire. | |
| | |
| | |
| | |
| Approximately 40 feet downstream of West Hanover Avenue | *371 |
| Approximately 780 feet upstream of CONRAIL | *450 |
| at the Morris Plains Borough Clerks Office, 531 Speedwell Avenue, Morris Plains, New Jersey. | |
| | |
| | |
| | |
| Entire shoreline within community | *1,194 |
| at the Cooperstown Village Hall, 22 Main Street, Cooperstown, New York. | |
| ——— | |
| | |
| | |
| Approximately 1,185 feet downstream of Golden Fleece Dam | *314 |
| Approximately 2,160 feet upstream of the most upstream dam | *343 |
| at the Greenwich Village Hall, 6 Academy Street, Greenwich, New York. | |
| ——— | |
| | |
| | |
| Approximately 100 feet downstream of Pancake Hollow Road | *317 |
| Approximately 1.07 miles upstream of State Route 44 | *518 |
| | |
| Approximately 140 feet downstream of Van Wagner Road | *249 |
| Approximately 1 mile upstream of Tillison Avenue | *337 |
| at the Lloyd Town Hall, 12 Church Street, Highland, New York. | |
| ——— | |
| | |
| | |
| At downstream corporate limits | *744 |
| Approximately 500 feet upstream of Cedar Street | *873 |
| at the Village of Lowville Municipal Building, Code Enforcement Office, 5402 Dayan Street, Lowville, New York. | |
| ——— | |
| | |
| | |
| Approximately 100 feet downstream of State Route 410 | *737 |
| Approximately 0.95 mile upstream of Lowville and Beaver River Railroad | *743 |
| at the New Bremen Town Hall, RR 3, Lowville, New York. | |
| ——— | |
| | |
| | |
| Approximately 190 feet downstream of Oriskany Boulevard | *422 |
| Approximately 610 feet upstream of State Route 5A | *462 |
| at the New York Mills Village Clerk's Office, 1 Maple Street, New York Mills, New York. | |
| ——— | |
| | |
| | |
| At downstream corporate limits | *414 |
| Approximately 1,760 feet upstream of Oriskany Boulevard | *428 |
| | |
| At confluence of Sauquoit Creek | *414 |
| Approximately 1,000 feet upstream side of Mohawk Street | *414 |
| at the Whitesboro Village Hall, 10 Moseley Street, Whitesboro, New York. | |
| ——— | |
| | |
| | |
| Upstream side of CONRAIL bridge | *418 |
| Upstream side of State Route 5A | *461 |
| | |
| At confluence with Sauquoit Creek | *450 |
| Approximately 365 feet upstream side of confluence with Sauquoit Creek | *450 |
| at the Whitestown Town Hall, 8 Park Avenue, Whitesboro, New York. | |
| ——— | |
| | |
| | |
| At upstream side of CONRAIL bridge | *418 |
| Approximately 310 feet upstream of Oriskany Boulevard | *427 |
| at the Yorkville Village Hall, 7 7th Street, Yorkville, New York. | |
| | |
| | |
| | |
| Approximately 100 feet downstream of Seaboard Coast Line Railroad | *174 |
| Approximately 1,800 feet downstream of Seaboard Coast Line Railroad | *171 |
| at the Cumberland County Old Courthouse, Engineering Department, 130 Gillespie Street, Room 214, Fayetteville, North Carolina. | |
| ——— | |
| | |
| | |
| At confluence with Tank Creek | *167 |
| At CSX Transportation | *222 |
| at the Spring Lake Town Hall, Inspection's Department, 300 Ruth Street, Spring Lake, North Carolina. | |
| | |
| | |
| | |
| At upstream side of U.S. Route 44 (Ravenne Avenue) | *1,110 |
| Just downstream of Meese Road | *1,161 |
| | |
| Approximately 450 feet downstream of Frana-Clara Street | *1,105 |
| Approximately 1,500 feet upstream of Reno Drive | *1,129 |
| at the City of Louisville, Planning and Development, 215 South Mill Street, Louisville, Ohio. | |
| | |
| | |
| | |
| Approximately 650 feet downstream of CONRAIL Bridge | *739 |
| Approximately 1,050 feet upstream of CONRAIL Bridge | *739 |
| at the Aspinwall Borough Municipal Building, 217 Commercial Avenue, Aspinwall, Pennsylvania. | |
| ——— | |
| | |
| | |
| Approximately 0.61 mile upstream of Ross Street (New Tarentum Bridge) | *756 |
| Approximately 1.18 miles upstream of Ross Street (New Tarentum Bridge) | *756 |
| at the Brackenridge Borough Office, 1000 Brackenridge Avenue, Brackenridge, Pennsylvania. | |
| ——— | |
| | |
| | |
| Approximately 0.75 mile upstream of Lock and Dam No. 3 | *749 |
| Approximately 1.1 miles upstream of Lock and Dam No. 3 (at upstream corporate limits) | *749 |
| at the Cheswick Borough Office, 220 South Atlantic Avenue, Cheswick, Pennsylvania. | |
| ——— | |
| | |
| | |
| Approximately 0.28 mile upstream of New Kensington Highway | *753 |
| Approximately 0.48 mile downstream of Ross Street (New Tarentum Bridge) (at upstream corporate limits) | *755 |
| at the Township of East Deer Municipal Building, 927 Freeport Road, Creighton, Pennsylvania. | |
| ——— | |
| | |
| | |
| At confluence of Pine Creek | *736 |
| Approximately 0.38 mile downstream of Sixty Second Street Bridge | *736 |
| | |
| At confluence with Allegheny River | *736 |
| Just upstream of Poplar Street | *736 |
| at the Etna Borough Office, 437 Butler Street, Pittsburgh, Pennsylvania. | |
| ——— | |
| | |
| | |
| Approximately 0.56 mile downstream of Oakmont-Hulton Highway | *743 |
| Approximately 500 feet upstream of Lock and Dam No. 3 | *748 |
| at the Township of Harmar Municipal Building, 701 Freeport Road, Cheswick, Pennsylvania. | |
| ——— | |
| | |
| | |
| Approximately 0.85 mile downstream of Lock and Dam No. 2 | *757 |
| Upstream side of Freeport Bridge | *768 |
| at the Township of Harrison Municipal Building, Municipal Drive, Natrona Heights, Pennsylvania. | |
| ——— | |
| | |
| | |
| Approximately 0.37 mile downstream of Fortieth Street | *734 |
| Approximately 65 feet downstream of Fortieth Street | *734 |
| | |
| At downstream corporate limits | *734 |
| Approximately 1,400 feet upstream of CSX Transportation | *734 |
| at the Millvale Borough Hall, 501 Lincoln Avenue, Millvale, Pennsylvania. | |
| ——— | |
| | |
| | |
| Downstream side of Lock and Dam No. 2 | *738 |
| Approximately 0.56 mile downstream of Oakmont-Hulton Highway | *743 |
| at the O'Hara Township Office, 325 Fox Chapel Road, Pittsburgh, Pennsylvania. | |
| ——— | |
| | |
| | |
| At confluence of Plum Creek approximately 0.56 mile downstream of Oakmont-Hulton Highway | *742 |
| Approximately 1.12 mile downstream of Pennsylvania Turnpike | *743 |
| at the Borough of Oakmont Municipal Building, Fifth Street and Virginia Avenue, Oakmont, Pennsylvania. | |
| ——— | |
| | |
| | |
| Approximately 1.1 miles upstream of CONRAIL Bridge | *740 |
| At upstream corporate limits | *742 |
| at the Municipality of Penn Hills Planning Department, 12245 Frankstown Road, Penn Hills, Pennsylvania. | |
| ——— | |
| | |
| | |
| Approximately 900 feet upstream of Ninth Street | *730 |
| Approximately 1.1 miles upstream of CONRAIL Bridge | *740 |
| | |
| Just upstream of CONRAIL Bridge | *733 |
| Approximately 1,400 feet upstream of CSX Transportation | *734 |
| at the Pittsburgh City Planning Office, 200 Ross Street, Pittsburgh, Pennsylvania. | |
| ——— | |
| | |
| | |
| At Pennsylvania Turnpike | *745 |
| Approximately 0.32 mile downstream of confluence of Pucketa Creek | *752 |
| at the Plum Borough Planning and Zoning Office, 4575 New Texas Road, Pittsburgh, Pennsylvania. | |
| ——— | |
| | |
| | |
| Approximately 0.80 mile upstream of Fortieth Street | *735 |
| Approximately 0.72 mile downstream of 62nd Street | *736 |
| at the Shaler Township Hall, 300 Wetzel Road, Glenshaw, Pennsylvania. | |
| ——— | |
| | |
| | |
| Approximately 0.38 mile upstream of Sixty Second Street Bridge | *737 |
| Approximately 0.75 mile downstream of Lock and Dam No. 2 | *737 |
| at the Sharpsburg Borough Office, 10611 Main Street, Pittsburgh, Pennsylvania. | |
| ——— | |
| | |
| | |
| Approximately 480 feet downstream of Yorkshire Road | *411 |
| Approximately 650 feet upstream of Lawn Road | *466 |
| | |
| At the confluence with Spring Creek | *441 |
| Approximately 1,600 feet upstream from the confluence with Spring Creek | *453 |
| at the South Londonderry Township Hall, 101 Center Street, Campbell, Pennsylvania. | |
| ——— | |
| | |
| | |
| | |
| Approximately 1.1 miles upstream of Lock and Dam No. 3 (at downstream corporate limit) | *749 |
| Approximately 2,200 feet downstream of confluence of Pucketa Creek (at upstream corporate limits) | *752 |
| at the Borough of Springdale Municipal Building, 325 School Street, Springdale, Pennsylvania. | |
| ——— | |
| | |
| | |
| Approximately 0.40 mile downstream of confluence of Pucketa Creek (at downstream corporate limits) | *752 |
| Approximately 1,790 feet downstream of New Kensington Highway | *753 |
| at the Springdale Township Hall, 100 Plate Drive, Harwick, Pennsylvania. | |
| ——— | |
| | |
| | |
| Approximately 0.57 mile downstream of Ross Street (New Taretum Bridge) (at downstream corporate limits) | *755 |
| Approximately 0.76 mile upstream of Ross Street (New Tarentum Bridge) (at upstream corporate limits) | *756 |
| at the Borough of Tarentum Municipal Building, 318 Second Avenue, Tarentum, Pennsylvania. | |
| ——— | |
| | |
| | |
| Approximately 4,400 feet downstream of confluence with Plum Creek (at downstream corporate limits) | *742 |
| At confluence with Plum Creek | *742 |
| at the Borough of Verona Municipal Building, 736 East Railroad Avenue, Verona, Pennsylvania. | |
| | |
| | |
| | |
| Entire shoreline within the City of Providence | *78 |
| | |
| Entire shoreline within the City of Providence | *73 |
| | |
| Entire shoreline within the City of Providence | *71 |
| | |
| Entire shoreline within the City of Providence | *85 |
| at the Providence City Hall, Planning and Development Building, 400 Westminster Street, 5th Floor, Providence, Rhode Island. | |
| | |
| | |
| | |
| At the upstream side of Lamoille Valley Railroad | *677 |
| Approximately 625 feet upstream of a private drive (approximately 225 feet downstream of upstream corporate limits) | *927 |
| at the Wolcott Town Hall, 4186 Vermont Route 15, Wolcott, Vermont. | |
| | |
| | |
| | |
| At the confluence with Copperas Mine Fork | *676 |
| Approximately 1,960 feet upstream from CSX Railroad | *676 |
| | |
| At the confluence with Island Creek | *676 |
| Approximately 1,070 feet downstream from County Route 9 and County Route 4 | *676 |
| | |
| Approximately 140 feet upstream of confluence of Guyandotte River | *661 |
| Approximately 1,425 feet upstream of confluence of Cow Creek | *850 |
| at the 911 EOC Building, Flood Zoning Office, 28
Main Avenue, Logan, West Virginia. | |
| ——— | |
| | |
| | |
| Approximately 200 feet upstream of the confluence with the Potomac River | *454 |
| Approximately 1,405 feet upstream of the most upstream crossing of State Route 9 | *584 |
| at the Morgan County Courthouse, 202 Fairfax Street, Berkeley Springs, West Virginia. | |
| | |
| | |
| | |
| At confluence with the Mississippi River | *628 |
| Approximately 1.88 miles upstream of confluence with Richland Creek | *662 |
| | |
| Approximately 4 miles downstream of U.S. Highway 18 | *628 |
| Approximately 0.7 mile downstream of U.S. Highway 18 | *629 |
| at the Crawford County Zoning Department, 111 West Dunn Street, Prairie Du Chien, Wisconsin. | |
| ——— | |
| | |
| | |
| Approximately 845 feet upstream of the confluence with East Branch Fond du Lac River | *839 |
| Upstream side of County Route Y | *879 |
| | |
| Approximately 1,380 feet downstream of U.S. Highway 45 | *810 |
| Approximately 1,900 feet upstream of confluence of Unnamed Tributary to De Neveu Creek | *826 |
| | |
| At confluence with Unnamed Tributary to De Neveu Creek | *826 |
| At outlet of Lake De Neveu | *824 |
| | |
| Entire shoreline within county | *864 |
| | |
| Entire shoreline within county | *1,025 |
| | |
| At confluence with De Neveu Creek | *822 |
| Just upstream of County Route UU | *957 |
| at the Code Enforcement Office, 160 South Macy Street, Fond du Lac, Wisconsin. | |
(Catalog of Federal Domestic Assistance No. 83.100, “Flood Insurance.”)
Dated: January 31, 2000.
Michael J. Armstrong,
Associate Director for Mitigation.