# [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 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.
§ 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 10 feet upstream of the confluence with Farm River | *36 |
| Approximately 50 feet upstream of Foxon Hill Road | *105 |
| at the East Haven Public Works Building, 461 North High Street, East Haven, Connecticut. | |
| | |
| | |
| | |
| Approximately 1,000 feet downstream from the Township Road 2000 North (Shively) bridge | *676 |
| At Lake of the Woods covered bridge | *689 |
| at the Champaign County Department of Planning and Zoning, Brookens Administrative Center, 1776 East Washington Street, Urbana, Illinois. | |
| ——— | |
| | |
| | |
| At the confluence of Blackberry Creek Tributary D | *741 |
| Approximately 1,050 feet upstream of Hughes Road | *747 |
| | |
| Approximately 600 feet upstream of confluence with Blackberry Creek | *742 |
| Approximately 2,550 feet downstream of Keslinger Road | *799 |
| at the Elburn Village Hall, 301 East North Street, Elburn, Illinois. | |
| ——— | |
| | |
| | |
| At Randall Road | *826 |
| Approximately 325 feet upstream of Randall Road | *826 |
| | |
| Approximately 500 feet upstream of confluence with Fox River | *715 |
| Approximately 120 feet downstream of Soo Line Railroad | *839 |
| at the City of Elgin Public Works Department, Engineering Division, 150 Dexter Court, Elgin, Illinois. | |
| ——— | |
| | |
| | |
| Just upstream of Big Timber Road | *867 |
| Approximately 200 feet downstream of McCornack Road | *866 |
| at the Gilberts Village Hall, 87 Galligan Road, Gilberts, Illinois. | |
| ——— | |
| | |
| | |
| Approximately 0.6 mile upstream of confluence with Blackberry Creek Tributary B | *703 |
| Approximately 250 feet downstream of Bliss Road | *727 |
| | |
| At confluence with Blackberry Creek Tributary F | *707 |
| Approximately 130 feet upstream of Main Street | *709 |
| | |
| Approximately 375 feet downstream of Eagle Road East | *793 |
| Approximately 200 feet upstream of Illinois Route 72 | *898 |
| | |
| At confluence with Tyler Creek | *893 |
| Approximately 325 feet upstream of U.S. Route 20 | *906 |
| | |
| Approximately 300 feet southeast of the intersection of Parker Avenue and Hinman Street | *662 |
| | |
| Approximately 130 feet downstream of Randall Road | *821 |
| Just downstream of U.S. Route 20 | *889 |
| | |
| Approximately 0.41 mile upstream of Wood Street | *676 |
| At downstream side of East-West Tollway | *717 |
| | |
| Approximately 0.61 mile upstream of confluence with Indian Creek | *716 |
| Approximately 0.86 mile upstream of confluence with Indian Creek | *716 |
| | |
| At confluence with Indian Creek | *684 |
| Approximately 680 feet upstream of confluence with Indian Creek | *688 |
| | |
| Approximately 1,110 feet downstream of Fay's Lane | *680 |
| Just upstream of Burlington Northern Railroad | *692 |
| | |
| Just upstream of Aurora Municipal Airport | *693 |
| Approximately 2,600 feet upstream of Aurora Municipal Airport | *694 |
| | |
| Approximately 750 feet southwest of Lake View Court and Lake View Drive intersection | *670 |
| | |
| At confluence with Indian Creek | *716 |
| At county boundary | *720 |
| at the Kane County Water Resources Department, Kane County Government Center Building “A,” 719 Batavia Avenue, Geneva, Illinois. | |
| ——— | |
| | |
| | |
| Approximately 100 feet downstream of Great Western Trail Railroad | *862 |
| Just downstream of Route 64 | *872 |
| at the Lily Lake Village Hall, 43W680 Empire Road, St. Charles, Illinois. | |
| ——— | |
| | |
| | |
| Approximately 800 feet downstream of downstream corporate limits | *677 |
| Approximately 1,800 feet downstream of upstream corporate limits | *689 |
| at the Mahomet Village Hall, 503 East Main Street, Mahomet, Illinois. | |
| ——— | |
| | |
| | |
| Approximately 2,050 feet downstream of Aucutt Road | *661 |
| Approximately 550 feet downstream of Jericho Road | *666 |
| | |
| Approximately 0.4 mile downstream of Jericho Road | *664 |
| At Jericho Road | *666 |
| at the Montgomery Village Clerk's office, 1300 South Broadway, Montgomery County, Illinois. | |
| ——— | |
| | |
| | |
| Approximately 1,000 feet upstream of Highland Avenue | *901 |
| Approximately 800 feet upstream of Soo Line Railroad | *902 |
| at the Pingree Grove Village Hall, 14N042 Reinking Road, Hampshire, Illinois. | |
| ——— | |
| | |
| | |
| Approximately 1,050 feet upstream of Densmore Road | *678 |
| Approximately 1,800 feet upstream of Bliss Road | *690 |
| | |
| At confluence with Blackberry Creek | *680 |
| At Mankes Road | *680 |
| at the Sugar Grove Village Office, 10 Municipal Drive, Sugar Grove, Illinois. | |
| | |
| | |
| | |
| Approximately 300 feet east of the intersection of Bourne Avenue and Ocean Avenue | *20 |
| Approximately 100 feet west of the intersection of Mile Road and Webhannet Drive | *10 |
| Approximately 50 feet northwest of the intersection of Seaview Drive and Webhannet Drive | #1 |
| Approximately 100 feet southeast of the intersection of Drakes Island Road and Drakes Island Beach Road | #2 |
| At intersection of Furbush Road and Ocean Avenue | #1 |
| Approximately 200 feet southeast of the intersection of Webhannet Drive and Folsom Street | #2 |
| | |
| Approximately 0.38 mile downstream of U.S. Route 1 | *10 |
| Approximately 0.25 mile downstream of U.S. Route 1 | *10 |
| | |
| Approximately 0.62 mile upstream of mouth | *10 |
| At confluence of Merriland River | *10 |
| | |
| At confluence with the Little River | *10 |
| Approximately 125 feet downstream of Lords Road | *10 |
| | |
| At confluence of Stevens Brook | *10 |
| Approximately 260 feet downstream of U.S. Route 1 | *10 |
| | |
| Approximately 2.00 miles above confluence with Ogunquit River | *10 |
| Approximately 0.31 mile downstream of U.S. Route 1 | *10 |
| | |
| Approximately 0.72 mile downstream of U.S. Route 1 | *10 |
| Approximately 215 feet downstream of U.S. Route 1 | *10 |
| at the Wells Town Hall, Planning & Code Enforcement Office, 208 Sanford Road, Wells, Maine. | |
| | |
| | |
| | |
| Approximately 240 feet downstream of U.S. Highway 20 | *450 |
| Approximately 1.6 miles upstream of U.S. Highway 20 | *484 |
| | |
| Approximately 175 feet downstream of Mill Street bridge | *480 |
| At Maywood Street | *481 |
| at the Worcester Environmental/Land Use Planner's Office, 25 Meade Street, Worcester, Massachusetts. | |
| | |
| | |
| | |
| Approximately 200 feet downstream of Brooklake Road | *175 |
| At the upstream corporate limits | *182 |
| at the Florham Park Municipal Building, Public Works Office, 111 Ridgedale Avenue, Florham Park, New Jersey. | |
| ——— | |
| | |
| | |
| At the downstream corporate limits | *9 |
| Approximately 30 feet upstream of Monroe Street | *11 |
| | |
| At the confluence with the Rahway River | *11 |
| Approximately 528 feet downstream of East Inman Avenue | *11 |
| | |
| ——— | |
| | |
| | |
| At the downstream corporate limits | *56 |
| At the upstream corporate limits | *77 |
| | |
| At the confluence of the South River | *9 |
| At the upstream corporate limits | *9 |
| | |
| At Walkers Forge Avenue | *16 |
| Approximately 500 feet upstream of upstream corporate limits | *38 |
| at the Weymouth Township Hall, 45 South Jersey Avenue, Dorothy, New Jersey. | |
| | |
| | |
| | |
| Entire shoreline of Findley Lake | *1,423 |
| at Mina Town Community Center, 2883 North Road, Findley Lake, New York. | |
| ——— | |
| | |
| | |
| Approximately 0.83 mile downstream of State Route 39 | *1,320 |
| Approximately 80 feet upstream of Genesee Road | *1,408 |
| at the Sardinia Community Center, 12320 Savage Road, Sardinia, New York. | |
| | |
| | |
| | |
| At upstream side of Fernvale Road | *703 |
| A point approximately 0.75 mile upstream of Chester Road | *822 |
| | |
| At Fernvale Road | *701 |
| Approximately 30 feet upstream of Chester Road | *794 |
| | |
| At Fernvale Road | *701 |
| Approximately 275 feet upstream of State Route 100 | *804 |
| | |
| At the confluence with Hunting Camp Creek Tributary No. 3 | *721 |
| Approximately 200 feet upstream of Chester Road | *798 |
| | |
| At the confluence with Hunting Camp Creek Tributary No. 2 | *790 |
| Approximately 20 feet upstream of Chester Road | *794 |
| at the Fairview City Hall, 1874 Fairview Boulevard, Fairview, Tennessee. | |
| ——— | |
| | |
| | |
| Approximately 1,625 feet upstream of confluence with Harpeth River | *644 |
| Approximately 75 feet downstream of Murfreesboro Pike | *699 |
| | |
| Approximately 75 feet upstream of confluence with Spencer Creek | *663 |
| Approximately 1,100 feet upstream of Liberty Pike | *729 |
| | |
| At confluence with South Prong Creek | *682 |
| Approximately 715 feet upstream of confluence with South Prong Creek | *689 |
| at the Franklin City Hall, Code Department, 109 Third Avenue South, Franklin, Tennessee. | |
| ——— | |
| | |
| | |
| At the confluence with West Fork Stones River | *573 |
| At a point approximately 200 feet upstream of Country Club Drive | *602 |
| | |
| At the confluence with West Fork Stones River | *547 |
| Approximately 0.6 mile upstream of Thompson Lane | *547 |
| | |
| At the confluence with West Fork Stones River | *586 |
| Approximately 0.54 mile upstream of confluence with West Fork Stones River | *586 |
| | |
| Approximately 0.7 mile upstream of I-840 | *543 |
| At the confluence of Middle Fork Stones River | *595 |
| | |
| Entire shoreline within the community | *613 |
| | |
| Entire perimeter of the sink hole | *607 |
| | |
| At the confluence with West Fork Stones River | *595 |
| Approximately 0.5 2 mile upstream of confluence with West Fork Stones River | *596 |
| | |
| Entire perimeter of the sink hole | *595 |
| | |
| Entire perimeter of the sink hole | *585 |
| at the City of Murfreesboro Planning Department, City Hall, 111 West Vine Street, Murfreesboro, Tennessee. | |
| —— | |
| | |
| | |
| At a point approximately 455 feet upstream of Sanbyrn Drive | *599 |
| At a point approximately 1.26 miles upstream of Dilton-Mankin Road | *656 |
| | |
| At a point approximately 0.35 mile upstream of Sulphur Springs Road | *525 |
| At a point approximately 1.28 miles upstream of Stones River Road | *675 |
| | |
| At the confluence with West Fork Stones River | *547 |
| Approximately 250 feet downstream of Thompson Lane | *547 |
| | |
| At the confluence with Lytle Creek | *620 |
| Approximately 500 feet upstream of confluence with Lytle Creek | *620 |
| | |
| Approximately 0.54 mile upstream of confluence with West Fork Stones River | *586 |
| Approximately 106 feet upstream of State Highway 99 | *588 |
| | |
| Entire shoreline within the community | *613 |
| | |
| At the confluence with West Fork Stones River | *595 |
| Approximately 0.52 mile upstream of confluence with West Fork Stones River | *596 |
| | |
| ——— | |
| | |
| | |
| At county boundary | *548 |
| Approximately 1.57 miles upstream of Old Brush Creek Road | *676 |
| | |
| Confluence with Brush Creek | *556 |
| Approximately 125 feet downstream of unnamed road | *668 |
| | |
| Approximately 55 feet downstream of the confluence with Hunting Camp Creek Tributary No. 3 | *680 |
| At upstream side of Fernvale Road | *703 |
| | |
| At the confluence with Hunting Camp Creek | *684 |
| At Fernvale Road | *701 |
| | |
| At the confluence with Hunting Camp Creek | *681 |
| At upstream side of Fernvale Road | *702 |
| | |
| Just upstream of Bailey Road | *670 |
| At downstream side of Bear Creek Road | *727 |
| | |
| At county boundary | *587 |
| Approximately 900 feet upstream of most upstream crossing of Big East Fork Road | *692 |
| | |
| Confluence with Little Harpeth River | *600 |
| Approximately 700 feet downstream of Murry Lane | *649 |
| | |
| Approximately 50 feet downstream of county boundary | *569 |
| Approximately 100 feet downstream of Natchez Bend Road | *642 |
| | |
| Approximately 520 feet upstream of Concord Road | *557 |
| Approximately 264 feet upstream of Rocky Fork Road | *612 |
| | |
| Approximately 0.46 mile upstream of Ragsdale Road | *650 |
| At downstream side of Split Log Road | *677 |
| | |
| Approximately 100 feet upstream of confluence with Mill Creek | *600 |
| Approximately 1,150 feet upstream of confluence with Mill Creek | *603 |
| | |
| Approximately 275 feet downstream of Murfreesboro Road | *698 |
| Approximately 75 feet downstream of Murfreesboro Road | *699 |
| at the Williamson County Complex, Planning Department, 1320 West Main Street, Suite 125, Franklin, Tennessee. | |
| | |
| | |
| | |
| Approximately 160 feet downstream of 21st Street | *1,090 |
| Approximately 60 feet upstream of Cary Street | *1,152 |
| at the Grottoes Town Office, 601 Dogwood Avenue, Grottoes, Virginia. | |
(Catalog of Federal Domestic Assistance No. 83.100, “Flood Insurance”)
Dated: August 30, 2002.
Anthony S. Lowe,
Administrator, Federal Insurance and Mitigation Administration.