# [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, 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 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 6**
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.
§ 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 60 feet downstream of State Route 72 | *23 |
| At upstream county boundary (approximately 2,590 feet upstream of Industrial Park Road) | *23 |
| | |
| At confluence with Mattabasset River | *23 |
| Approximately 50 feet downstream of abandoned railroad | *23 |
| | |
| At confluence with Mattabasset River | *23 |
| Approximately 1,530 feet downstream of Aetna Entrance Road | *24 |
| | |
| Approximately 130 feet downstream of South Main Street | *52 |
| Just upstream of Wesleyan Road | *187 |
| | |
| At the downstream confluence with Longhill Brook | *82 |
| At the upstream confluence with Longhill Brook | *98 |
| | |
| At the confluence with Longhill Brook | *88 |
| at the Municipal Building, Planning and Zoning Room, 245 DeKoven Drive, Middletown, Connecticut. | |
| ——— | |
| | |
| | |
| Approximately 1,475 feet downstream of Benedict Drive | *176 |
| Approximately 340 feet downstream of Beelzebub | *226 |
| at the South Windsor Town Hall, 1540 Sullivan Avenue, South Windsor, Connecticut. | |
| | |
| | |
| | |
| Just upstream of Loblolly Court | *267 |
| Approximately 870 feet upstream of Loblolly Court | *281 |
| at the New Castle Government Center, 87 Reads Way, New Castle, Delaware. | |
| | |
| | |
| | |
| Approximately 500 feet downstream of Magnolia Street | *330 |
| Approximately 225 feet upstream of Rigas Road | *373 |
| | |
| Approximately 800 feet downstream of CSX Transportation | *339 |
| Approximately 100 feet upstream of State Route 27 | *385 |
| at the Americus City Hall, Community Development Department, 101 West Lamar Street, Americus, Georgia. | |
| ——— | |
| | |
| | |
| At the confluence of Mill Creek | *321 |
| Approximately 1,800 feet upstream of confluence of Wolf Creek | *333 |
| | |
| Approximately 700 feet downstream of CSX Transportation | *339 |
| Approximately 1,500 feet downstream of U.S. Route 280 | *375 |
| at the Code Enforcement Office, Sumter County Courthouse, West Lamar Street, Americus, Georgia. | |
| | |
| | |
| | |
| Just upstream of Talmadge Avenue | *625 |
| Approximately 725 feet upstream of the upstream crossing of Beach Road | *667 |
| at the Beach Park Village Hall, 11270 West Wadsworth Road, Beach Park, Illinois. | |
| ——— | |
| | |
| | |
| At confluence with Sugar Creek | *740 |
| Approximately 970 feet downstream of U.S. Route 51 | *797 |
| | |
| At confluence with Sugar Creek | *770 |
| Approximately 1,960 feet upstream of Towanda Avenue | *810 |
| | |
| At upstream side of Ireland Grove Road | *818 |
| Approximately 2,700 feet upstream of Lincoln Street | *823 |
| | |
| Approximately 450 feet upstream of confluence with Little Kickapoo Creek | *819 |
| Approximately 1,900 feet upstream of Hershey Road | *827 |
| | |
| Approximately 650 feet upstream of confluence with Sugar Creek | *744 |
| Approximately 1,120 feet upstream of Market Street | *746 |
| | |
| Approximately 550 feet upstream of White Oak Road | *763 |
| Approximately 1,050 feet upstream of White Oak Road | *763 |
| | |
| At downstream side of Interstate Routes 55 and 74 | *738 |
| At downstream side of Airport Road | *810 |
| at the City of Bloomington Engineering and Water Department, 109 East Olive Street, Bloomington, Illinois. | |
| ——— | |
| | |
| | |
| Approximately 230 feet downstream of Stringtown Road | *697 |
| At downstream side of Airport Road | *810 |
| | |
| At confluence with Skunk Creek | *756 |
| At Norfolk and Western Railway | *757 |
| | |
| At confluence with Sugar Creek | *744 |
| Approximately 625 feet downstream of Interstate Routes 55 and 74 | *780 |
| North Branch Sugar Creek Tributary: | |
| Approximately 625 feet upstream of confluence with North Branch Sugar Creek | *781 |
| At downstream side of Koerner Street | *812 |
| | |
| Approximately 125 feet upstream of Fort Jesse Road | *790 |
| Approximately 225 feet upstream of Raab Road | *814 |
| | |
| At confluence with Little Kickapoo Creek | *819 |
| Approximately 2,020 feet upstream of Hershey Road | *827 |
| | |
| Approximately 250 feet downstream of County Road 800 | *739 |
| Just downstream of Lincoln Street | *820 |
| | |
| Approximately 240 feet downstream of Butchers Lane | *761 |
| At upstream side of Butchers Lane | *765 |
| | |
| Approximately 325 feet upstream of West Oakland County Road | *740 |
| Just upstream of Morris Avenue | *771 |
| | |
| 1,120 feet upstream from U.S. Route 51 | *739 |
| 1,960 feet upstream from U.S. Route 51 | *744 |
| | |
| Upstream of Raab Road | *817 |
| at the McLean County Building and Zoning Department, 104 West Front Street, Bloomington, Illinois. | |
| ——— | |
| | |
| | |
| At confluence with Sugar Creek | *762 |
| Approximately 100 feet upstream of Fort Jesse Road | *790 |
| | |
| Approximately 200 feet upstream of College Avenue | *780 |
| At downstream side of Gregory Street | *786 |
| | |
| At Norfolk and Western Railroad | *757 |
| Approximately 20 feet upstream of Hovey Avenue | *763 |
| | |
| Approximately 225 feet upstream of confluence of West Branch Sugar Creek | *754 |
| Approximately 50 feet downstream of Veterans Parkway | *790 |
| | |
| Approximately 120 feet upstream of confluence with Sugar Creek | *754 |
| At upstream side of Gulf Course weir | *811 |
| | |
| At confluence with West Branch | *800 |
| Approximately 840 feet upstream of confluence with West Branch | *805 |
| | |
| At upstream side of Sycamore Street | *792 |
| Approximately 625 feet upstream of Shelbourne Drive | *810 |
| at the Normal Town Hall, 100 East Phoenix Avenue, Normal, Illinois. | |
| | |
| | |
| Approximately 175 feet upstream of North Shore Avenue | *651 |
| Just upstream of the upstream crossing of Beach Road | *665 |
| | |
| Approximately 2.1 miles downstream of Belvidere Road | *661 |
| Approximately 1.2 miles downstream of Belvidere Road | *662 |
| | |
| Approximately 1,750 feet upstream of Unnamed Road | *668 |
| Approximately 200 feet upstream of Delaney Road | *668 |
| at the Waukegan City Engineer's Office, 106 North Utica Street, Waukegan, Illinois. | |
| | |
| | |
| | |
| Approximately 2,000 feet northeast of Nash Point | *20 |
| At the island of The Neck, west side of Andrews Island | *10 |
| for inspection at the Andrews Island Key Bank Building, 286 Water Street, 5th Floor, Augusta, Maine. | |
| | |
| | |
| | |
| At upstream side of CSX Transportation | *847 |
| At Jolly Road | *854 |
| | |
| At confluence with Red Cedar River | *847 |
| At Jolly Road | *874 |
| at the Charter Township of Meridian Municipal Building, 5151 Marsh Road, Okemos, Michigan. | |
| | |
| | |
| | |
| Approximately 0.38 mile downstream of Railroad Street | *395 |
| Approximately 0.31 mile downstream of upstream corporate limits | *397 |
| at the Frankfort Village Hall, Clerk's Office, 126 East Orchard Street, Frankfort, New York. | |
| ——— | |
| | |
| | |
| Entire shoreline within community | *692 |
| at the Italy Town Clerk's Office, 6085 Italy Valley Road, Naples, New York. | |
| ——— | |
| | |
| | |
| At confluence with Cayuga Creek | *679 |
| At a point approximately 1,200 feet upstream of Schwartz Road | *711 |
| | |
| At Service Place | *697 |
| At a point approximately 600 feet upstream of Stoneledge Drive | *711 |
| | |
| Upstream side of Steinfeldt Road | *686 |
| At a point approximately 720 feet upstream of Cemetery Road | *702 |
| | |
| Approximately 1,700 feet upstream of Transit Road | *702 |
| Approximately 100 feet upstream of Pavement Road | *729 |
| at the Town of Lancaster Building Inspector's Office, 11 West Main Street, Lancaster, New York. New York | |
| ——— | |
| | |
| | |
| Approximately 72 feet upstream of State Route 17 | *657 |
| Approximately 0.3 mile upstream of Raywood Drive | *760 |
| at the Town of Monroe Building Department, 11 Stage Road, Monroe, New York. | |
| ——— | |
| | |
| | |
| At abandoned railroad | *428 |
| Approximately 460 feet upstream of State Route 5 | *479 |
| at the City of Oneida Municipal Building, 109 Main Street, Oneida, New York. | |
| | |
| | |
| | |
| At the State boundary | *580 |
| Approximately 0.5 mile upstream of Summit Street | *580 |
| | |
| Approximately 1,500 feet east of the intersection of 103rd Street and Summit Street | *580 |
| | |
| Approximately 1,000 feet northeast of the intersection of Breakwater Drive and Haigh Street | *579 |
| | |
| At the intersection of Decant Road and Arquette Road | *579 |
| | |
| At Cedar Point Road | |
| Approximately 60 feet downstream of the confluence of Wolf Ditch | *579 |
| | |
| At mouth at Maumee Bay | |
| Just downstream of Cedar Point Road | *579 |
| | |
| At the confluence with Reno Side Cut and Wards Canal | *579 |
| Just downstream of Lyon Road | *579 |
| | |
| An area approximately 1,350 feet west of the intersection of Columbus Street and Kipling Drive | *634 |
| | |
| At the confluence with Cairl Ditch | *641 |
| At Whitehouse-Spencer Road | *667 |
| | |
| Approximately 650 feet downstream of I-475 | *638 |
| At the confluence of Vanderpool Ditch | *641 |
| | |
| At the confluence with Haefner Ditch | *641 |
| At North King Road | *658 |
| | |
| Approximately 100 feet upstream of Holland-Sylvania Road | *607 |
| At confluence of Everett Ditch | *636 |
| Approximately 50 feet upstream of South Eber Road | *659 |
| | |
| Approximately 450 feet downstream of I-475 | *652 |
| At Central Avenue | *641 |
| | |
| Upstream side of Salisbury Road | *641 |
| Approximately 75 feet upstream of Weckerly Road | *648 |
| | |
| Upstream side of Derbyshire Road | *636 |
| Approximately 0.4 mile upstream of McCord Road | *649 |
| | |
| At confluence with Smith Ditch North | *669 |
| Approximately 140 feet upstream of Brint Road | *674 |
| | |
| Approximately 1,150 feet upstream of confluence with Tenmile Creek | *660 |
| At confluence of Comstock Ditch | *669 |
| | |
| At confluence of Comstock Ditch | *669 |
| At Brint Road | *677 |
| | |
| Upstream side of Hill Avenue | *635 |
| Approximately 1,650 feet downstream of Crissey Road | *669 |
| | |
| Upstream side of Centennial Road | *678 |
| Approximately 0.6 mile upstream of Winterhaven Drive | *685 |
| | |
| At the confluence with Hill Ditch | *641 |
| At King Road | *662 |
| | |
| Approximately 1,400 feet upstream of Black Road | *633 |
| Downstream side of State Route 64 | *648 |
| | |
| Approximately 1,400 feet downstream of Whitehouse-Spencer Road | *646 |
| Upstream side of Berkey-Southern Road | *648 |
| | |
| At confluence with Wolf Creek | *609 |
| Approximately 50 feet downstream of Perrysburg-Holland Road | *609 |
| Approximately 200 feet downstream of Ohio Turnpike | *639 |
| Confluence of Zaleski Ditch | *641 |
| | |
| At I-475 | *595 |
| Approximately 0.4 mile upstream of Norfolk and Western Railway | *644 |
| | |
| Downstream side of Interstate 475 | *595 |
| Approximately 1.1 miles upstream of Norfolk and Western Railway | *650 |
| | |
| Entire shoreline within the county | *579 |
| | |
| Approximately 1,260 feet downstream of Private Drive | *634 |
| At Private Drive | *634 |
| at the Lucas County Engineering Office, One Government Center, Suite 801, Toledo, Ohio. | |
| ——— | |
| | |
| | |
| Approximately 360 feet upstream of confluence with Licking River | *813 |
| Approximately 4,752 feet upstream of Manning Street | *830 |
| at the Newark City Hall, Engineering Department, 40 West Main Street, Newark, Ohio. | |
| | |
| | |
| | |
| Approximately 0.6 mile downstream of the corporate limits | *848 |
| At the corporate limits | *865 |
| at the Ayr Township Building, 979 Buchanan Trail, McConnellsburg, Pennsylvania. | |
| ——— | |
| | |
| | |
| At the corporate limits (south) | *855 |
| At the corporate limits (north) | *871 |
| at the Fulton County Courthouse, North 2nd Street, McConnellsburg, Pennsylvania. | |
| ——— | |
| | |
| | |
| Approximately 50 feet downstream of State Route 16 | *865 |
| Approximately 0.6 mile upstream of State Route 16 | *887 |
| at the Todd Township Building, 2998 East Dutch Corner Road, McConnellsburg, Pennsylvania. | |
| | |
| West Baraboo (Village), Sauk County (FEMA Docket No. 7271) | |
| | |
| Approximately 1,350 feet downstream of Shaw Street | *843 |
| Approximately 0.4 mile upstream of U.S. Route 12 | *854 |
| at the West Baraboo Village Hall, 500 Cedar Street, Baraboo, Wisconsin. | |
| ——— | |
| | |
| | |
| At downstream corporate limits | *903 |
| At upstream corporate limits | *904 |
| at the Ironton Community Center, 290 Main Street, LaValley, Wisconsin. | |
| ——— | |
| | |
| | |
| At downstream corporate limits | *824 |
| At upstream corporate limits | *825 |
| at the Lake Delton Village Office, 50 Wisconsin Dells Parkway South, Lake Delton, Wisconsin. | |
| ——— | |
| | |
| | |
| Approximately 2,700 feet upstream of State Route 33 | *892 |
| Approximately 2,075 feet upstream of State Route 58 | *894 |
| at the LaValle Village Office, 103 West Main Street, LaValle, Wisconsin. | |
| ——— | |
| | |
| | |
| At downstream corporate limits | *775 |
| At upstream corporate limits | *776 |
| at the Merrimac Village Hall, 100 Cook Street, Merrimac, Wisconsin. | |
| ——— | |
| | |
| | |
| Approximately 0.53 mile upstream of the downstream crossing of the North Western railroad | *864 |
| Approximately 1.08 miles upstream of Mid-Continent Railway | *867 |
| at the North Freedom Village Office, 103 North Maple, North Freedom, Wisconsin. | |
| ——— | |
| | |
| | |
| Approximately 1,000 feet northeast of the intersection of Main Street and Bridge Road | *799 |
| at the Plain Village Clerk's Office, 1015 Cedar Street, Plain, Wisconsin. | |
| ——— | |
| | |
| | |
| At downstream corporate limits | *748 |
| At upstream corporate limits | *749 |
| at the Prairie du Sac Village Hall, 280 Washington Street, Prairie du Sac, Wisconsin. | |
| ——— | |
| | |
| | |
| Approximately 400 feet upstream of Golf Course Road | *876 |
| Approximately 1 mile upstream of State Route 23/33 | *880 |
| at the Reedsburg City Hall, 134 South Locust Street, Reedsburg, Wisconsin. | |
| ——— | |
| | |
| | |
| Approximately 1,480 feet downstream of State Highway 136 (East Broadway) | *870 |
| At downstream side of Chicago and Northwestern (approximately 3,400 feet upstream of confluence with Narrows Creek) | *871 |
| | |
| At the confluence with the Baraboo River | *870 |
| Approximately 1,400 feet downstream of State Route 154 | *870 |
| at the Rock Springs Village Hall, 110 East Broadway, Rock Springs, Wisconsin. | |
| ——— | |
| | |
| | |
| At downstream corporate limits | *743 |
| At upstream corporate limits | *748 |
| at the Sauk City Village Hall, 726 Water Street, Sauk City, Wisconsin. | |
| ——— | |
| | |
| | |
| At confluence with Baraboo River | *864 |
| Approximately 0.5 mile upstream of County Highway W | *864 |
| | |
| At confluence with Baraboo River | *892 |
| Approximately 160 feet downstream of State Route 58 | *894 |
| | |
| At the confluence with Narrows Creek | *914 |
| Approximately 6,400 feet upstream of the confluence with Narrows Creek | *925 |
| | |
| Approximately 1,000 feet downstream of State Route 130 | *701 |
| Just downstream of Kilbourn Dam | *827 |
| | |
| Approximately 0.60 mile upstream of the confluence with the Baraboo River | *870 |
| Just downstream of State Route 154 | *924 |
| | |
| At county boundary (Sauk/Columbia county line) approximately 2.55 miles downstream of State Route 33 | *806 |
| Approximately 0.56 mile upstream of County Road G | *910 |
| at the Sauk County Courthouse, 510 Broadway, Baraboo, Wisconsin. | |
| ——— | |
| | |
| | |
| Approximately 1.3 miles downstream of State Highway 23 bridge | *710 |
| Approximately 500 feet upstream of State Highway 23 bridge | *712 |
| at the Spring Green Village Hall, 112 West Monroe Street, Spring Green, Wisconsin. | |
| ——— | |
| | |
| | |
| Approximately 1,350 feet downstream of Shaw Street | *843 |
| Approximately 0.4 mile upstream of U.S. Route 12 | *854 |
| at the West Baraboo Village Hall, 500 Cedar Street, Baraboo, Wisconsin. | |
| ——— | |
| | |
| | |
| Approximately 30 feet upstream of U.S. Highway 12 | *826 |
| Approximately 2,340 feet upstream of Trout Road | *829 |
| | |
| At downstream corporate limit | *824 |
| At downstream side of Kilbourn Dam | *827 |
| at the Wisconsin Dells City Hall, 300 La Crosse Street, Wisconsin Dells, Wisconsin. | |
(Catalog of Federal Domestic Assistance No. 83.100, “Flood Insurance.”)
Dated: October 16, 2000.
Michael J. Armstrong,
Associate Director for Mitigation.