# [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 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.
**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 500 feet downstream of corporate limits | *51 |
| Approximately 170 feet upstream of New Britain Avenue | *66 |
| | |
| At downstream corporate limits | *80 |
| Approximately 280 feet upstream of corporate limits | *80 |
| | |
| At downstream corporate limits | *87 |
| Approximately 770 feet upstream of Lewis Road | *265 |
| | |
| At Alexander Road | *182 |
| Approximately 275 feet upstream of Brittany Farms Road culverts | *207 |
| | |
| At confluence with Bass Brook | *87 |
| Approximately 575 feet upstream of Ella Grasso Boulevard | *130 |
| at the New Britain City Hall, 27 West Main Street, New Britain, Connecticut. | |
| ——— | |
| | |
| | |
| At the confluence with Piper Brook | *50 |
| Approximately 380 feet upstream of dam with footbridge | *74 |
| | |
| Approximately 0.3 mile downstream of Wilson Avenue | *74 |
| At Robbins Avenue | *81 |
| | |
| At the downstream corporate limits | *49 |
| Approximately 350 feet upstream of confluence of Bass Brook | *79 |
| | |
| Approximately 340 feet downstream of Stonehedge Drive | *51 |
| Approximately 380 feet upstream of Willard Avenue | *89 |
| | |
| Approximately 0.54 mile downstream of Kelsey Street | *48 |
| Approximately 0.52 mile upstream of railroad embankment | *74 |
| | |
| At the confluence with Webster Brook | *68 |
| Approximately 1,300 feet upstream of Liberty Street | *71 |
| | |
| At confluence with Piper Brook | *79 |
| Approximately 100 feet upstream of Route 9 | *100 |
| at the Newington Town Hall, 131 Cedar Street, Newington, Connecticut. | |
| | |
| | |
| | |
| Approximately 2.98 miles downstream of State Route 186 | *574 |
| Just downstream of State Route 186 | *623 |
| at the Morgan County Building Inspector's Office, 384 Hancock Street, Madison, Georgia. | |
| | |
| | |
| | |
| Approximately 675 feet downstream of Riverdale Street | *256 |
| Approximately 400 feet upstream of Riverdale Street | *260 |
| | |
| Approximately 25 feet downstream of Riverdale Street | *257 |
| Approximately 0.9 mile upstream of Factory Bridge | *274 |
| at the Northbridge Town Hall, Zoning Office, 7 Main Street, Whitinsville, Massachusetts. | |
| | |
| | |
| | |
| At the downstream side of B&M Railroad Bridge | *114 |
| Approximately 0.75 mile upstream of State Route 11 | *176 |
| | |
| At confluence with Nashua River | *165 |
| At upstream corporate limits | *166 |
| at the Nashua City Hall, 229 Main Street, Nashua, New Hampshire. | |
| | |
| | |
| | |
| Approximately 1.6 miles downstream of Passaic Valley Road | *214 |
| Approximately 100 feet downstream of the upstream corporate limits | *303 |
| | |
| At the downstream corporate limits | *214 |
| Approximately 0.78 mile upstream of the downstream corporate limits | *216 |
| at the Bernards Township Hall, Engineer's Office, 277 South Maple Avenue, Bernards, New Jersey. | |
| ——— | |
| | |
| | |
| Approximately 0.38 mile downstream of Hillcrest Road | *213 |
| Approximately 3.45 miles upstream of Stirling Road | *214 |
| at the Warren Township Hall, Engineer's Office, 46 Mountain Boulevard, Warren, New Jersey. | |
| | |
| | |
| | |
| At the confluence with the Susquehanna River | *1,101 |
| At upstream corporate limits | *1,327 |
| at the Davenport Town Hall, Route 23, Davenport Center, New York. | |
| ——— | |
| | |
| | |
| At the confluence with Lake Erie | *580 |
| A point approximately 180 feet upstream of Revere Drive | *681 |
| | |
| Southwest corporate limits along Lake Erie | *580 |
| Northeast corporate limits along Lake Erie | *581 |
| at the Evans Town Hall, 8787 Erie Road, Angola, New York 14006-9600. | |
| | |
| | |
| Approximately 0.43 mile downstream of Joachim Road | *406 |
| Approximately 1.48 miles upstream of Elm Ridge Road | *413 |
| | |
| At its confluence with Indian River | *410 |
| Approximately 1.07 miles upstream of the confluence with Indian River | *410 |
| at the Leray Town Hall, 8433 Willow Street, Evans Mills, New York 13637. | |
| | |
| | |
| | |
| Approximately 725 feet downstream of the corporate limits | *452 |
| Approximately 25 feet upstream of Lynn Street | *494 |
| | |
| At the confluence with Beason Creek | *468 |
| Approximately 100 feet upstream of South Oak Street | *505 |
| | |
| Approximately 1,440 feet downstream of State Route 22 | *402 |
| Approximately 600 feet upstream of State Route 22 | *402 |
| at the Adamsville City Hall, 231 East Main Street, Adamsville, Tennessee. | |
| | |
| | |
| | |
| At confluence of East Branch Little River | *705 |
| Approximately 100 feet upstream of State Route 108 | *960 |
| | |
| Approximately 630 feet upstream of Canoe Factory Dam | *688 |
| At confluence of East Branch Little River | *705 |
| | |
| At confluence with Little River | *705 |
| Approximately 400 feet upstream of Cemetery Road | *708 |
| at the Stowe Town Hall, 67 Main Street, Stowe, Vermont. | |
(Catalog of Federal Domestic Assistance No. 83.100, “Flood Insurance.”)
Robert F. Shea,
Acting Administrator, Federal Insurance and Mitigation Administration.