# [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 Acting Executive 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 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.
§ 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 0.82 mile downstream of State Route 351 | *463 |
| Approximately 0.95 mile upstream of Illinois Central Railroad | *465 |
| at the LaSalle City Hall, 745 Second Street, LaSalle, Illinois. | |
| ——— | |
| | |
| | |
| At downstream corporate limits | *509 |
| At upstream corporate limits | *516 |
| | |
| Approximately 2.5 miles downstream of State Route 251 | *462 |
| Approximately 1.1 miles upstream of South Main Street (State Route 170) | *497 |
| | |
| At the confluence with the Illinois River | *472 |
| Approximately 850 feet downstream of confluence of Clear Creek | *554 |
| | |
| At the confluence with the Vermilion River | *573 |
| A point approximately 2,850 feet upstream of Otter Creek Road | *628 |
| | |
| Upstream of Oakley Road | *567 |
| Approximately 0.77 mile upstream of Bridge Street | *580 |
| | |
| At confluence with Illinois River | *466 |
| Approximately 625 feet upstream of abandoned Illinois and Michigan Canal | *473 |
| | |
| Approximately 50 feet upstream of South Otter Creek Road | *614 |
| Approximately 585 feet upstream of South Otter Creek Road | *615 |
| | |
| At the confluence with the Illinois River | *494 |
| At the Missouri, Kansas, Texas Railroad | *501 |
| | |
| Entire shoreline within community | *644 |
| | |
| Approximately 970 feet upstream of confluence with Little Vermilion River | *715 |
| Approximately 250 feet upstream of 6th Street | *719 |
| | |
| Approximately 350 feet upstream of 17th Street | *740 |
| At 17th Street | *740 |
| | |
| Downstream side of South Otter Creek Street | *614 |
| Approximately 425 feet upstream of South Otter Creek Street | *615 |
| | |
| Approximately 1,800 feet northwest of intersection of West Church Street and Johnson Street | #1 |
| at the LaSalle County Courthouse, County Clerk's Office, 707 Etna Road, Ottawa, Illinois. | |
| ——— | |
| | |
| | |
| Approximately 4,200 feet downstream of Main Street | *479 |
| Approximately 15,500 feet upstream of Main Street | *492 |
| at the Marseilles City Hall, 209 Lincoln Street, Marseilles, Illinois. | |
| ——— | |
| | |
| | |
| Approximately 1.6 miles upstream of Interstate 80 | *553 |
| Approximately 400 feet upstream of confluence of Clear Creek | *555 |
| | |
| At confluence with the Fox River | *555 |
| | *556 |
| at the Millington Village Hall, Walnut Street, Millington, Illinois. | |
| ——— | |
| | |
| | |
| Approximately 0.46 mile downstream of crossing of the abandoned Illinois and Michigan Canal | *466 |
| Approximately 700 feet downstream of confluence of the abandoned Illinois and Michigan Canal | *466 |
| | |
| | *466 |
| Approximately 0.55 mile upstream of State Route 178 | *466 |
| at the North Utica Village Hall, 245 Mill Street, Utica, Illinois. | |
| ——— | |
| | |
| | |
| Approximately 400 feet downstream of Champlain Street | *472 |
| Approximately 150 feet upstream of Champlain Street | *475 |
| | |
| Approximately 0.4 mile downstream of Burlington Northern Railroad | *471 |
| Approximately 4,400 feet upstream of confluence of Fox River | *473 |
| | |
| Approximately 500 feet upstream of confluence with the Illinois River | *472 |
| Approximately 0.98 mile upstream of confluence of Goose Creek | *474 |
| at the Ottawa City Hall, 301 West Madison Street, Ottawa, Illinois. | |
| ——— | |
| | |
| | |
| Approximately 7,350 feet downstream of State Route 251 | *462 |
| A point approximately 2,600 feet upstream of State Route 251 | *463 |
| at the Peru City Clerk's Office, 1727 Fourth Street, Peru, Illinois. | |
| ——— | |
| | |
| | |
| Approximately 1.1 miles downstream of South Main Street (State Route 170) | *494 |
| Approximately 400 feet upstream of upstream county boundary | *497 |
| | |
| Approximately 2,750 feet downstream of Main Street (State Route 170) | *494 |
| Approximately 1,000 feet downstream of Main Street (State Route 170) | *494 |
| at the Seneca Village Hall, 116 West Williams Street, Seneca, Illinois. | |
| ——— | |
| | |
| | |
| At the most downstream corporate limits | *540 |
| Approximately 1,725 feet upstream of North 41st Road | *545 |
| at the Sheridan Village Hall, Engineer's Office, Robinson Street, Sheridan, Illinois. | |
| | |
| | |
| | |
| At confluence with Lake Santee | *997 |
| Approximately 1,850 feet upstream of the confluence of Righthand Fork Tributary | *1,025 |
| | |
| At confluence with Righthand Fork | *1,017 |
| Approximately 1,003 feet upstream of the confluence with Righthand Fork | *1,023 |
| | |
| For its entire shoreline within the community | *997 |
| at the Decatur County Area Planning Commission Office, 150 Courthouse Square, Greensburg, Indiana. | |
| | |
| | |
| | |
| At U.S. Route 2/State Route 17 | *477 |
| Approximately 0.64 mile upstream of Butterfield Road | *727 |
| | |
| At confluence with Sevenmile Stream | *611 |
| At confluence of Ice Pond Brook | *617 |
| | |
| At confluence with Cram Brook | *617 |
| Approximately 230 feet upstream of Gordon Road | *638 |
| | |
| At confluence with Wilson Stream | *581 |
| Approximately 85 feet upstream of State Route 156 (Weld Road) | *592 |
| | |
| At U.S. Route 2/State Route 17 | *488 |
| Approximately 120 feet upstream of Cemetery Road | *515 |
| | |
| At downstream U.S. Route 2/State Route 17 crossing | *520 |
| At upstream corporate limits | *633 |
| | |
| At confluence with Wilson Stream | *635 |
| Approximately 0.95 mile upstream of State Road 156 (Weld Road) | *775 |
| | |
| At confluence with Wilson Pond | *576 |
| Approximately 0.7 mile upstream of Tobin Flats Road | *726 |
| | |
| Approximately 1,250 feet west of the intersection of Rupert Road and Walker Hill Road | *758 |
| at the Wilton Town Hall, Code Enforcement Office, 158 Weld Road, Wilton, Maine. | |
| | |
| | |
| | |
| At confluence with Beard's Creek | *8 |
| A point approximately 20 feet upstream of Durham Reservoir Spillway | *84 |
| | |
| Approximately 40 feet upstream of the confluence with Oyster River | *15 |
| At Concord Road | *69 |
| | |
| Approximately 1,500 feet upstream of Mill Pond Dam | *15 |
| A point approximately 15 feet upstream of State Route 155A | *68 |
| | |
| Approximately 40 feet upstream of Wiswall Road | *63 |
| At upstream corporate limits | *64 |
| | |
| At the confluence with Oyster River | *15 |
| Approximately 1,600 feet upstream of the confluence with Oyster River | *15 |
| at the Durham Town Hall, 15 New Market Road, Durham, New Hampshire. | |
| | |
| | |
| | |
| Approximately 125 feet downstream of Main Street | *180 |
| Approximately 300 feet upstream of Stanley Avenue | *205 |
| at the Chatham Borough Hall, 54 Fairmount Avenue, Chatham, New Jersey. | |
| ——— | |
| | |
| | |
| Approximately 0.38 mile downstream of Mount Vernon Avenue | *205 |
| Approximately 1,520 feet upstream of Snyder Avenue | *212 |
| at the Chatham Township Hall, 58 Meyersville Road, Chatham, New Jersey. | |
| ——— | |
| | |
| | |
| At downstream corporate limit | *124 |
| At upstream corporate limit | *127 |
| | |
| At confluence with Delaware River | *125 |
| A point approximately 450 feet upstream of Kingswood Avenue (State Route 12) | *126 |
| | |
| At confluence with Delaware River | *125 |
| Approximately 760 feet upstream of State Route 29 (Trenton Avenue) | *126 |
| at the Frenchtown Borough Hall, 29 Second Street, Frenchtown, New Jersey. | |
| ——— | |
| | |
| | |
| At downstream corporate limits | *183 |
| Approximately 50 feet upstream of U.S. Route 22/Memorial Parkway | *196 |
| | |
| At confluence with Delaware River | *188 |
| Approximately 1,600 feet upstream of CONRAIL | *188 |
| at the Phillipsburg Town Hall, 675 Corliss Avenue, Phillipsburg, New Jersey. | |
| | |
| | |
| | |
| Confuence with Lake Champlain | *102 |
| Approximately 275 feet downstream from I-87 bridge | *130 |
| at the Champlain Town Hall, 729 Rougt 9, Champlain, New York. | |
| ——— | |
| | |
| | |
| Approximately 3,580 feet downstream of Elm Street bridge | *103 |
| Approximately 3,300 feet upstream of U.S. Route 9 bridge | *127 |
| at the Champlain Village Hall, 1104 Route 9 Main Street, Champlain, New York. | |
| ——— | |
| | |
| | |
| Approximately 50 feet downstream of State Route 86 | *1,644 |
| Approximately 170 feet upstream of State Route 73 | *1,680 |
| | |
| At the confluence with West Branch Ausable River | *1,664 |
| Approximately 0.76 mile upstream of confluence with West Branch Ausable | *1,668 |
| | |
| Approximately 20 feet downstream of CONRAIL | *1,727 |
| Approximately 0.46 mile upstream of Old Military Road | *1,738 |
| at the North Elba Town Clerk's Office, 301 Main Street, Lake Placid, New York. | |
| | |
| | |
| | |
| At downstream corporate limit | *597 |
| At upstream corporate limit | *602 |
| at the Western Reserve Engineering Company, 5605 Valley Belt Road, Independence, Ohio. | |
| ——— | |
| | |
| | |
| Approximately 800 feet downstream side of Harvard Denison Bridge | *588 |
| Approximately 1,700 feet upstream side of Interstate 77 | *606 |
| at the Cuyahoga Heights Village Hall, 4863 East 71st Street, Cuyahoga Heights, Ohio. | |
| ——— | |
| | |
| | |
| Confluence with West Branch Sunday Creek | *687 |
| Approximately 2,300 feet upstream of Oak Street | *694 |
| | |
| Approximately 2,960 feet downstream of Oak Street | *684 |
| Downstream side of State Route 78 | *691 |
| | |
| Confluence with Sunday Creek | *687 |
| Approximately 2,200 feet upstream of Embrey Street | *687 |
| at the Glouster Village Hall, 16 1/2 Front Street, Glouster, Ohio. | |
| ——— | |
| | |
| | |
| At downstream corporate limits | *602 |
| At Pleasant Valley Road | *620 |
| at the City of Independence Building Department, 6335 Selig Drive, Independence, Ohio. | |
| | |
| | |
| | |
| At confluence with Dan River | *418 |
| Approximately 25 feet upstream of Northmont Boulevard | *535 |
| | |
| At downstream corporate limits | *396 |
| Approximately 970 feet downstream of upstream corporate limits | *458 |
| | |
| At confluence with Dan River | *424 |
| At downstream side of U.S. Route 58 | *424 |
| | |
| At confluence with Dan River | *427 |
| Just downstream of old U.S. Route 58 | *427 |
| | |
| At confluence with Dan River | *401 |
| 750 feet upstream of State Route 265 | *401 |
| | |
| At confluence with Dan River | *403 |
| Approximately 1,725 feet upstream of Goodyear Boulevard (Whitmell Street) | *403 |
| | |
| At confluence with Dan River | *404 |
| 100 feet downstream of Halifax Street | *404 |
| at the Department of Community Development, 427 Patton Street, Danville, Virginia. | |
| ——— | |
| | |
| | |
| At State boundary | *396 |
| Approximately 3.0 miles downstream of Southern Railway | 458 |
| at the Pittsylvania County Zoning Officer, 53 North Main Street, Chatham, Virginia. | |
(Catalog of Federal Domestic Assistance No. 83.100, “Flood Insurance”)
Dated: May 3, 2001.
Margaret E. Lawless,
Acting Executive Associate, Director for Mitigation.