# [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 (E-mail) *[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 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. *Elevation in feet (NGVD) |
| --- | --- |
| | |
| | |
| | |
| Approximately 450 feet northeast of the intersection of Harvey Avenue and Ocean Avenue South | *10 |
| Approximately 300 feet east of the intersection of Hartford Avenue and Atlantic Avenue North | *13 |
| | |
| Approximately 500 feet west of the intersection of Glenview Boulevard and Halifax Avenue North | *5 |
| Approximately 700 feet east of the intersection of San Juan Avenue and North Beach Street | *8 |
| | |
| At confluence with B-19 Canal | *30 |
| Approximately 150 feet upstream of Beville Road/State Route 400 | *30 |
| | |
| Approximately 1,100 feet upstream of the confluence of B-19 Canal Tributary No. 3 with B-19 Canal | *29 |
| Approximately 100 feet upstream of State Route 400 | *30 |
| | |
| Approximately 0.8 mile downstream of Eleventh Street | *14 |
| Approximately 400 feet downstream of Interstate 4 | *25 |
| | |
| At confluence with Tomoka River | *16 |
| Aproximately 2,810 feet upstream of Clyde Morris Boulevard North | *26 |
| | |
| At confluence with Eleventh Street | *26 |
| Approximately 2,800 feet upstream of LPGA Boulevard | *26 |
| Just upstream of Clyde Morris Boulevard North | *26 |
| At confluence of Eleventh Street Canal Tributary No. 2A | 26 |
| | |
| At confluence with Eleventh Street Canal Tributary No. 2 | *26 |
| Approximately 2,600 feet upstream of confluence with Eleventh Street Canal Tributary No. 2 | *26 |
| | |
| At confluence with Tomoka River | *13 |
| At a point just upstream of Clyde Morris Boulevard North | *26 |
| at Daytona Beach Public Works Complex, Engineering Department, 950 Bellevue Avenue, Daytona Beach, Florida | |
| ——— | |
| | |
| | |
| Approximately 400 feet east of the intersection of Ridge Road and Atlantic Avenue South | *10 |
| Approximately 500 feet east of the intersection of Van Avenue and Atlantic Avenue South | *12 |
| | |
| Approximately 400 feet west of the intersection of Richards Lane and Peninsula Drive South | *6 |
| At the intersection of Demott Street and Peninsula Drive South | *6 |
| at the City of Daytona Beach Shores City Hall, Building Division, 3050 South Atlantic Avenue, Daytona Beach,Florida. | |
| ——— | |
| | |
| | |
| Just on the Easterly side of the intersection of Boston Road and Riverside Drive | *7 |
| Approximately 100 feet east of the intersection of Knapp Avenue and Riverside Drive South | *9 |
| at the City of Edgewater Planning Department, 104 North Riverside Drive, Edgewater, Florida. | |
| ——— | |
| | |
| | |
| Just on the Easterly side of the intersection of Boston Road and Riverside Drive | *7 |
| Approximately 100 feet east of the intersection of Knapp Avenue and Riverside Drive South | *9 |
| at the City of Edgewater Planning Department, 104 North Riverside Drive, Edgewater, Florida. | |
| ——— | |
| | |
| | |
| Approximately 400 feet east of the intersection of 3rd Avenue East and Atlantic Avenue South | *10 |
| Approximately 0.8 mile north of the intersection of Peninsula Avenue North and Ocean Drive | *12 |
| | |
| At the intersection of Ocean Drive and Peninsula Avenue North | *7 |
| Approximately 1,500 feet east of the intersection of Conrad Drive and Redland Drive | *9 |
| at the New Smyrna Beach City Hall, 210 Sams Avenue, New Smyrna Beach, Florida | |
| ——— | |
| | |
| | |
| Approximately 120 feet east of the intersection of State Route A1A and Volusia County/Oak Hill corporate limits | *11 |
| Approximately 500 feet from the southern Volusia County/Oak Hill corporate limits along State Route A1A north, then approximately 350 feet east | *12 |
| | |
| Approximately 1,500 feet southwest of the intersection of South Street and State Route A1A in Volusia County | *6 |
| Approximately 500 feet east of the intersection of Cheyenne Drive and Golden Bay Boulevard | *8 |
| at the Oak Hill City Hall, 234 South U.S. Highway 1, Oak Hill, Florida. | |
| ——— | |
| | |
| | |
| Approximately 350 feet east of the intersection of Ann Rustin Drive and Ocean Shore Boulevard | *10 |
| Approximately 600 feet east of the intersection of Harvard Drive and Florence Street | *12 |
| | |
| At the intersection of John Anderson Drive and St. Mark Circle | *4 |
| Approximately 100 feet east of the intersection of Seville Street and Beach Street South | *7 |
| Approximately 200 feet west of intersection of John Anderson Drive and Buckingham Drive | *4 |
| | |
| Approximately 1.1 miles downstream of confluence of of Thompson Creek | *5 |
| Approximately 1,500 feet upstream of State Route 40 | *10 |
| | |
| At confluence with Tomoka River | *8 |
| Approximately 100 feet upstream of Handy Avenue | *15 |
| | |
| At confluence with Tomoka River | *10 |
| At State Route 40 | *28 |
| | |
| At confluence with Tomoka River approximately 1,300 feet downstream of Tymber Run Road | *20 |
| Approximately 340 feet upstream of Tymber Creek Road North | *10 |
| | |
| Approximately 470 feet downstream of U.S. Route 1 North | *7 |
| Approximately 0.45 mile upstream of Tomoka Avenue | *8 |
| | |
| At confluence with Eleventh Street | *26 |
| Approximately 2,800 feet upstream of LPGA Boulevard | *26 |
| Just upstream of Clyde Morris Boulevard North | 26 |
| At confluence of Eleventh Street Canal Tributary No. 2A | 26 |
| | |
| At confluence with Eleventh Street Canal Tributary No. 2 | *26 |
| Approximately 2,600 feet upstream of confluence with Eleventh Street Canal Tributary No. 2 | *26 |
| at Ormond Beach City Hall, Planning Department, 22 South Beach Street, Room 104, Ormond Beach Florida. | |
| ——— | |
| | |
| | |
| Approximately 300 feet east of the intersection of Old Carriage Road and Atlantic Avenue South | *10 |
| Approximately 750 feet east of the Beach Street and Atlantic Avenue South intersection | *12 |
| | |
| At the intersection of Maura Court and Peninsula Drive South | *7 |
| Approximately 2,500 feet south of the intersection of Beach and Sailfish Drive | *9 |
| at the Ponce Inlet Town Hall, 4680 South Peninsula Drive, Ponce Inlet, Florida. | |
| ——— | |
| | |
| | |
| Approximately 300 feet upstream of confluence with Spruce Creek | *5 |
| Approximately 150 feet downstream of the confluence of B-19 Canal Tributary No. 5 with B-19 Canal | *29 |
| | |
| At the confluence with B-19 Canal | *28 |
| Approximately 1,500 feet upstream of confluence with B-19 Canal | *28 |
| | |
| At the intersection of Riverview Lane and Simpson Avenue | *6 |
| At the intersection of Portobello Drive and Riverside Drive | *9 |
| at the Port Orange City Hall, 1000 City Center Circle, Port Orange, Florida. | |
| ——— | |
| | |
| | |
| At the intersection of Sea Isle Circle and Palmetto Avenue | *6 |
| Approximately 600 feet east of the intersection of Venture Drive and U.S. Route 1 (Ridgewood Avenue South) | *8 |
| Approximately 125 feet southwest of the intersection of Reed Canal Road and Ridgewood Avenue South/U.S. Route 1 | *6 |
| at the South Daytona City Hall, 1672 Ridgewood Avenue, South Daytona, Florida. | |
| ——— | |
| | |
| | |
| Approximately 350 feet east of the intersection of Plaza Drive and Ocean Shore Boulevard | *10 |
| Approximately 300 feet southeast of the intersection of Kingfish Avenue and Atlantic Avenue South | *12 |
| Approximately 500 feet southeast of intersection of Ocean Shore Boulevard and northern county boundary | *12 |
| | |
| Approximately 100 feet southwest of the intersection of John Anderson Drive and Highridge Road | *4 |
| Approximately 2,750 feet west of intersection of Cardinal Boulevard and Major Street | *9 |
| | |
| Approximately 1,000 feet east of intersection of Pelican Place and Riverside Drive | *7 |
| Approximately 50 feet west of the intersection of Trout Avenue and Atlantic Avenue | *6 |
| | |
| Approximately 1,250 feet upstream of Tymber Run | *10 |
| Approximately 340 feet upstream of Tymber Creek Road North | *20 |
| | |
| Approximately 1.17 miles downstream of confluence of Thompson Creek | *5 |
| Approximately 0.96 mile upstream of U.S. Route 92 | *25 |
| | |
| At confluence with Tomoka River, approximately 1,850 feet downstream of Main Trail Road | *10 |
| Approximately 200 feet upstream of State Route 40 | *30 |
| | |
| At the confluence of B-19 Canal Tributary No. 2 | *28 |
| Approximately 550 feet northeast of the confluence of B-19 Canal Tributary No. 3 with B-19 Canal | *29 |
| | |
| Approximately 6,000 feet northeast of the intersection of Ducan Road and Raulerson Road No. 7 | *7 |
| Approximately 2.84 miles northeast of the intersection of Ducan Road and Raulerson Road No. 7 | *7 |
| | |
| At confluence with Eleventh Street | *26 |
| Approximately 2,800 feet upstream of LPGA Boulevard | *26 |
| Just upstream of Clyde Morris Boulevard North | *26 |
| At confluence of Eleventh Street Canal Tributary No. 2A | *26 |
| | |
| At confluence with Eleventh Street Canal Tributary No. 2 | *26 |
| Approximately 2,600 feet upstream of confluence with Eleventh Street Canal Tributary No. 2 | *26 |
| | |
| At confluence with Tomoka River | *13 |
| At a point just upstream of Clyde Morris Boulevard North | *26 |
| at the Volusia County Emergency Operations Center, 49 Keyton Drive, Daytona, Florida. | |
| | |
| | |
| | |
| 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. | |
| | |
| | |
| | |
| Entire shoreline within the Town of Princeton | *204 |
| | |
| Entire shoreline within the Town of Princeton | *204 |
| | |
| Entire shoreline within the Town of Princeton | *204 |
| at the Princeton Town Office, 15 Depot Street, Princeton, Maine. | |
| | |
| | |
| | |
| Entire shoreline in the Town of Strafford | *517 |
| at the Town Office, Route 202A, Center Strafford, New Hampshire. | |
| | |
| | |
| | |
| Approximately 200 feet upstream of Old Highway 24/corporate limits | *180 |
| Approximately 0.62 mile (3,250 feet) upstream of Stanley Avenue | *207 |
| at the Summit City Hall, 512 Springfield Avenue, Summit, New Jersey. | |
| | |
| | |
| | |
| At the confluence with Tributary No. 25 | *612 |
| Approximately 340 feet upstream of Israel Zupnik Drive | *649 |
| | |
| At the confluence with Tributary No. 25 | *604 |
| Approximately 0.44 mile upstream of Schunnemunk Road | *760 |
| | |
| At the confluence with Tributary No. 25 | *609 |
| Approximately 1,470 feet upstream of Bakertown Road | *654 |
| | |
| Approximately 980 feet downstream of Koznits Road | *677 |
| Approximately 0.38 mile upstream of an Access Road | *833 |
| | |
| Approximately 600 feet downstream of the confluence of Forest Brook | *601 |
| Approximately 200 feet upstream of Krolla Drive | *734 |
| at the Kiryas Joel Village Hall, 51 Forest Road, Monroe, New York. | |
| ——— | |
| | |
| | |
| Downstream corporate limits | *427 |
| Approximately 0.05 mile downstream of Main Street | *427 |
| | |
| Downstream corporate limits | *448 |
| Upstream corporate limits | *426 |
| at the Port Jervis Municipal Building, 14 Hammond Street, Port Jervis, New York 12771. | |
| | |
| | |
| | |
| At intersection of Wyatt Street and Canal Street | *873 |
| at the Montezuma Village Hall, 69 West Main Street, Montezuma, Ohio | |
| ——— | |
| | |
| | |
| Approximately 2,800 feet downstream of Bishop Road | *827 |
| Approximately 4,020 feet upstream of Lamplight Lane | *873 |
| | |
| At confluence with Euclid Creek North Tributary | *832 |
| Approximately 1.1 miles upstream of Bishop Road | *877 |
| at the Willoughby Hills City Hall, 35405 Chardon Road, Willoughby Hills, Ohio. | |
| | |
| | |
| | |
| At Comly Avenue | *96 |
| Approximately 90 feet upstream of Gillam Avenue | *197 |
| at the Langhorne Borough Building, 618 Hulmeville, Langhorne Manor, Pennsylvania. | |
| ——— | |
| (Township), Bucks County (FEMA Docket No. D-7512) | |
| | |
| At confluence with Neshaminy Creek | *40 |
| Approximately 90 feet upstream of Gillam Avenue | *197 |
| at the Middletown Township Zoning and Planning Office, 2140 Trenton Road, Levittown, Pennsylvania. | |
| ——— | |
| (FEMA Docket No. D-7512) | |
| | |
| Approximately 70 feet upstream of Hulmeville Road | *62 |
| Just downstream of CONRAIL | *80 |
| at the Penndel Borough Office, 300 Bellevue Avenue, Penndel, Pennsylvania. | |
| | |
| | |
| | |
| Approximately 100 feet upstream of the confluence of Congaree Creek | *135 |
| Approximately 75 feet upstream of Blossom Street | *153 |
| | |
| Approximately 125 feet upstream of the confluence with the Congaree River | *135 |
| Approximately 750 feet downstream of the confluence of Six Mile Creek | *141 |
| at the City Hall, 1800 12th Street, Cayce, South Carolina. | |
| ——— | |
| (FEMA Docket No. 7295) | |
| | |
| Approximately 2.38 miles downstream of CSX Transportation | *8 |
| Approximately 225 feet upstream of Ritter Road | *12 |
| | |
| At confluence with Horseshoe Creek | *8 |
| Approximately 75 feet upstream of Charleston Highway | *10 |
| | |
| Approximately 2,000 feet downstream of U.S. Route 17 | *11 |
| Approximately 400 feet upstream of upstream corporate limits (Bamburg/Colleton) | *92 |
| | |
| Approximately 3.84 miles downstream of South Jeffries Boulevard | *21 |
| Approximately 335 feet upstream of I-95 southbound | *38 |
| | |
| At confluence with Ashepoo River | *8 |
| Approximately 40 feet upstream of Charleston Highway(State Route 64) | *12 |
| | |
| Approximately 500 feet upstream of South Jeffries Boulevard | *32 |
| Approximately 75 feet upstream of Industrial Boulevard | *50 |
| | |
| At confluence with Jones Swamp Creek | *44 |
| Approximately 180 feet upstream of Quail Drive | *65 |
| at the Colleton County Building Inspector's Office, Benson Street, Walterboro, South Carolina. | |
| ——— | |
| | |
| | |
| Upstream side of State Route 48 (Bluff Road) | *137 |
| At the Southern Railway Bridge | *138 |
| | |
| At the confluence with the Broad and Congaree Rivers | *155 |
| Approximately 1,625 feet upstream of USGS Gage No. 2-1690 | *172 |
| | |
| Approximately 75 feet downstream of Olympia Avenue | *149 |
| Approximately 475 feet upstream of Olympia Avenue | *151 |
| | |
| Approximately 360 feet upstream of the CSX Transportation crossing | *152 |
| At confluence of Broad and Saluda Rivers | *155 |
| | |
| At the confluence with Saluda and Congaree Rivers | *155 |
| Approximately 1,550 feet upstream of the confluence with Saluda and Broad Rivers | *158 |
| at the Columbia City Hall, 1225 Laurel Street, Columbia, South Carolina. | |
| ——— | |
| | |
| | |
| At the county boundary | *128 |
| At the confluence of Broad and Saluda Rivers | *155 |
| | |
| At the confluence with the Congaree River | *155 |
| Approximately 0.95 mile upstream of the confluence with the Congaree River | *156 |
| | |
| At the confluence with the Congaree River | *135 |
| Approximately 750 feet downstream of the confluence of Six Mile Creek | *141 |
| at the Planning Department, County Administration Building, 212 South Lake Drive, Lexington, South Carolina. | |
| ——— | |
| | |
| | |
| At the confluence with the Congaree River | *133 |
| At the Southern Railway bridge | *138 |
| | |
| At the confluence with Congaree River | *149 |
| Approximately 475 feet upstream of Olympia Avenue | *151 |
| | |
| At the confluence with Gills Creek | *136 |
| Approximately 810 feet upstream of Bluff Road | *141 |
| | |
| At the confluence with Black Lake | *134 |
| Approximately 140 feet upstream side of State Route 48 (Bluff Road) | *135 |
| | |
| Approximately 2.66 miles downstream of the confluence with Gills Creek | *128 |
| Approximately 0.5 mile upstream of the CSX Transportation crossing | *152 |
| | |
| Approximately 42.2 miles upstream of mouth | *131 |
| Approximately 2.3 miles upstream of the Southeastern Beltway (West Bound) | *140 |
| | |
| Downstream side of Jacobs Mill Pond Road | *221 |
| Approximately 0.5 mile upstream Spears Creek Church Road | *311 |
| | |
| Entire shoreline within county | *363 |
| at the Richland County Planning Department, 2020 Hampton Street, Columbia, South Carolina. | |
| ——— | |
| | |
| | |
| Approximately 1,250 feet upstream of Blossom Street | *153 |
| Approximately 220 feet downstream of Jarvis Klapman Boulevard | *154 |
| | |
| Approximately 0.93 mile upstream of the confluence with the Congaree River | *156 |
| Approximately 900 feet upstream of the confluence of Double Branch | *172 |
| at the City Hall, 1053 Center Street, West Columbia, South Carolina. | |
| | |
| | |
| | |
| Approximately 1,700 feet downstream of South Fourth Street | *433 |
| Approximately 1,855 feet upstream of Purdy Road | *444 |
| | |
| At the confluence with Cypress Creek | *439 |
| Approximately 0.5 mile upstream of Highschool Road | *459 |
| at the City Hall, 144 North Second Street, Selmer, Tennessee. | |
| | |
| | |
| | |
| Approximately 550 feet upstream U.S. Route 4 | *697 |
| At the upstream corporate limits | *812 |
| at Town Hall, 31 The Green, Woodstock, Vermont. | |
| | |
| | |
| | |
| Approximately 1,220 feet downstream of Springsbury Road (State Route 613) | *553 |
| Approximately 80 feet upstream of Lincoln Avenue | *599 |
| at the Town of Berryville Office, 23 East Main Street, Berryville, Virginia. | |
(Catalog of Federal Domestic Assistance No. 83.100, “Flood Insurance.”)
Dated: December 11, 2001.
Robert F. Shea,
Acting Administrator, Federal Insurance and Mitigation Administration.