# [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.
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. *Elevation in feet (NGVD) |
| --- | --- |
| | |
| | |
| | |
| Approximately 100 feet upstream of confluence with Twomile Creek | *184 |
| Approximately 710 feet upstream of confluence with Twomile Creek | *186 |
| at the City of Northport City Hall, 3500 McFarland Boulevard, Northport, Alabama. | |
| ——— | |
| | |
| | |
| At confluence with Hurricane Creek | *214 |
| Approximately 1,600 feet downstream of westbound Route 59 | *278 |
| | |
| At confluence with Cottondale Creek | *249 |
| Approximately 1,600 feet upstream of 56th Street East Dam | *298 |
| | |
| At confluence with Cottondale Creek Tributary No. 1 | *268 |
| Approximately 2,450 feet upstream of center point of Interstate 59 and 20/JVC Road culvert | *288 |
| | |
| Approximately 2,400 feet downstream of Kauloosa Avenue | *148 |
| Approximately 800 feet downstream of Springshill Drive | *301 |
| | |
| Approximately 1,000 feet downstream of 2nd Avenue East | *181 |
| Approximately 630 feet upstream of East 17th Street | *259 |
| | |
| Approximately 660 feet downstream of 31st Street | *142 |
| Approximately 525 feet downstream of 25th Street | *159 |
| | |
| Approximately 175 feet downstream of Martin Luther King Jr. Boulevard | *141 |
| Approximately 200 feet upstream of 10th Avenue | *179 |
| at the City of Tuscaloosa Planning Office, City Hall, 2201 University Boulevard, Tuscaloosa, Alabama. | |
| ——— | |
| | |
| | |
| Approximately 1,600 feet downstream of Westbound Route 59 | *278 |
| Approximately 400 feet downstream of Westbound Route 59 | *284 |
| at the Tuscaloosa County Planning Department, 2902 6th Street, Tuscaloosa, Alabama. | |
| | |
| | |
| | |
| Approximately 160 feet upstream from confluence of Means Brook | *236 |
| Approximately 140 feet upstream of Farmill Road | *355 |
| at the Shelton City Hall, 54 Hill Street, Shelton, Connecticut. | |
| ——— | |
| | |
| | |
| Approximately 1,560 feet downstream of Toelles Road | *23 |
| Approximately 1.09 miles upstream of Oak Street | *70 |
| at the Town of Wallingford Department of Planning & Zoning, 45 South Main Street, Wallingford, Connecticut. | |
| | |
| | |
| | |
| Approximately 650 feet upstream of private drive | *1,669 |
| Approximately 720 feet upstream of private drive | *1,671 |
| at the Fannin County Land Development Office, 171 Church Street, Blue Ridge, Georgia. | |
| | |
| ——— | |
| | |
| Approximately 580 feet downstream of Old Dial Road | *1,726 |
| Approximately 0.73 mile upstream of State Route 60 | *1,920 |
| | |
| Approximately 50 feet downstream of CSX Transportation | *1,509 |
| At Maxwell Road | *1,830 |
| | |
| Approximately 200 feet downstream of Aska Road | *1,764 |
| Approximately 0.64 mile upstream of Stanley Creek Road | *1,816 |
| | |
| At confluence with Toccoa River | *1,820 |
| Approximately 1.53 miles upstream of Big Creek Road | *1,943 |
| | |
| At confluence with Toccoa River | *1,838 |
| Approximately 1.04 miles upstream of Doublehead Gap Road | *2,025 |
| | |
| Approximately 0.21 mile downstream of West Tennessee Avenue | *1,460 |
| Approximately 1.57 miles upstream of Old Highway 2 | *1,805 |
| | |
| Approximately 0.51 mile downstream of State Route 60 | *2,002 |
| Approximately 3.54 miles upstream of State Route 60 | *2,087 |
| | |
| Approximately 2.61 miles downstream of State Route 60 | *1,502 |
| Approximately 1.35 miles upstream of Laurel Springs Road | *1,681 |
| | |
| Approximately 3.01 miles downstream of Shallowford Road | *1,720 |
| Approximately 1.1 miles upstream of Doublehead Gap Road | *1,880 |
| | |
| At confluence with Cooper Creek | *2,002 |
| Approximately 0.53 mile upstream of Private Drive (2nd) | *2,041 |
| | |
| Approximately 300 feet downstream of Cutcane Road | *1,563 |
| Approximately 0.85 mile upstream of Holly Ridge Lane | *1,804 |
| | |
| Approximately 400 feet upstream from CSX Transportation | *1,468 |
| Approximately 600 feet upstream from CSX Transportation | *1,468 |
| at the Fannin County Land Development Office, 171 Church Street, Blue Ridge, Georgia. | |
| ——— | |
| | |
| | |
| Approximately 1.20 miles downstream of the confluence of Horseleg Creek | *594 |
| Approximately 0.36 mile upstream of the confluence of Horseleg Creek | *595 |
| | |
| At Horseleg Creek Road southwest | *596 |
| Just downstream of confluence of South Fork Horseleg Creek | *607 |
| | |
| Approximately 475 feet downstream of Terry Lane | *626 |
| Approximately 449 feet upstream of Terry Lane | *630 |
| at the Floyd County Public Works, 337 Blacks Bluff Road, Rome, Georgia. | |
| ——— | |
| | |
| | |
| Approximately 200 feet south of intersection of Hill Road and River Road | *1,468 |
| at the McCaysville City Hall, 223 Blue Ridge Drive, McCaysville, Georgia. | |
| ——— | |
| | |
| | |
| Approximately 1.20 miles downstream of confluence of Horseleg Creek (at corporate limits) | *594 |
| Approximately 1,800 feet downstream of the confluence of Etowah River | *595 |
| | |
| Approximately 2,400 feet upstream of the confluence of Tributary A | *600 |
| | |
| | *597 |
| At Redmond Road | *597 |
| at the City of Rome Building Inspection Department, 601 Broad Street, Rome, Georgia. | |
| | |
| | |
| | |
| At Lake-Cook county boundary | *644 |
| Approximately 0.89 mile upstream of Deerfield Road | *646 |
| | |
| Approximately 625 feet upstream of Milwaukee Avenue | *645 |
| Approximately 1,900 feet upstream of Busch Parkway | *646 |
| at the Buffalo Grove Engineer's Office, 50 Raupp Boulevard, Buffalo Grove, Illinois. | |
| ——— | |
| | |
| | |
| Approximately 0.8 mile downstream of Bethany Road | *833 |
| Approximately 0.38 mile upstream of East-West Toll Road | *854 |
| at the City of DeKalb City Hall, Engineering Department, 200 South Fourth Street, DeKalb, Illinois. | |
| ——— | |
| | |
| | |
| Approximately 1,480 feet downstream of County Line Road | *732 |
| At Gurler Road | *856 |
| | |
| At the confluence with East Branch South Branch Kishwaukee River | *824 |
| Approximately 5 feet upstream of State Route 23 | *840 |
| | |
| At the confluence with South Branch Kishwaukee River | *824 |
| At Barber Greene Road | *842 |
| ——— | |
| | |
| Approximately 1.6 miles downstream of Oak Street | *717 |
| At Duffy Road | *748 |
| at the DeKalb County Administrator Building, 110 East Sycamore Street, Sycamore, Illinois. | |
| | |
| | |
| | |
| Approximately 0.4 mile downstream of Soo Line Railroad | *794 |
| Approximately 1.4 miles upstream of State Highway 72 | *801 |
| at the Genoa City Hall, Public Works, 113 North Genoa Street, Genoa, Illinois. | |
| | |
| ——— | |
| | |
| | |
| Approximately 500 feet downstream of Belvidere Road | *665 |
| Approximately 2.45 miles upstream of Skokie Highway | *669 |
| | |
| At confluence with Des Plaines River | *667 |
| At State Route 132 (approximately 250 feet upstream of Wisconsin Central Limited Railroad) | *667 |
| | |
| Approximately 50 feet upstream of Wisconsin Central Limited Railroad | *668 |
| Approximately 1,100 feet upstream of Unnamed Road | *668 |
| at the Gurnee Village Engineering Department, 325 North O'Plaine Road, Gurnee, Illinois. | |
| | |
| | |
| | |
| Approximately 750 feet downstream of Oak Street | *729 |
| Approximately 1,000 feet upstream of South View Street | *734 |
| at the Village of Hinckley Village Hall, 131 East Lincoln Avenue, Hinckley, Illinois. | |
| ——— | |
| | |
| | |
| Approximately 0.29 mile downstream of Main Street | *786 |
| Approximately 0.79 mile upstream of Main Street | *789 |
| at the Kingston City Hall, 101 East Railroad, P.O. Box 214, Kingston, Illinois. | |
| | |
| | |
| | |
| Approximately 1,300 feet downstream of Kirkland Road | *758 |
| At Pearl Street | *763 |
| at the Village of Kirkland Municipal Building, 511 West Main Street, Kirkland, Illinois. | |
| | |
| | |
| At Lake-Cook county boundary | *644 |
| At state boundary | *676 |
| | |
| At confluence with Des Plaines River | *675 |
| Just downstream of Kilbourne Road | *675 |
| | |
| At confluence with Des Plaines River | *668 |
| Just downstream of Delaney Road | *668 |
| | |
| Confluence with Des Plaines River | *661 |
| Approximately 140 feet upstream of Unnamed Road | *661 |
| | |
| At confluence with Des Plaines River | *658 |
| Just downstream of confluence of Tributary No. 1 with Meadow Haven Creek | *658 |
| | |
| At confluence with Des Plaines River | *645 |
| Approximately 1,900 feet upstream of Busch Parkway | *646 |
| | |
| Downstream side of Skokie Highway (U.S. Route 41) | *670 |
| Approximately 1,100 feet downstream of Dilleys Road | *670 |
| at the Lake County Office of Planning and Development, Division of Building and Zoning, 5th Floor, 18 North County Street, Waukegan, Illinois. | |
| ——— | |
| | |
| Approximately 1,900 feet upstream of State Route 60 (Townline Road) (at corporate limits) | *652 |
| Upstream side of Buckley Road (at corporate limits) | *660 |
| at the Libertyville Village Public Works Department, Engineering Division, 200 East Cook Avenue, Libertyville, Illinois. | |
| ——— | |
| | |
| | |
| Approximately 1.76 miles upstream of Deerfield Road | *647 |
| Approximately 0.95 mile downstream of Halfday Road (State Route 22) | *647 |
| at the Lincolnshire Village Hall, One Olde Half Day Road, Lincolnshire, Illinois. | |
| ——— | |
| | |
| | |
| Approximately 1.02 miles downstream of State Route 60 (Townline Road) | *650 |
| Approximately 0.68 mile downstream of Rockland Road | *655 |
| at the Mettawa Village Hall, 1000 Allanson Road, Mundelein, Illinois. | |
| ——— | |
| | |
| | |
| Approximately 600 feet upstream of Lake-Cook Road | *645 |
| Approximately 0.92 mile upstream of Deerfield Road | *646 |
| at the Riverwoods Village Hall, 300 Portwine Road, Riverwoods, Illinois. | |
| ——— | |
| | |
| | |
| Approximately 1,000 feet upstream of Coltonville Road | *832 |
| Approximately 1,500 feet downstream of Bethany Road | *835 |
| | |
| At approximately 0.47 mile downstream of Brick Road | *826 |
| At approximately 0.5 mile downstream of State Route 64 | *836 |
| | |
| Approximately 950 feet downstream of Brickville Road | *834 |
| Approximately 250 feet downstream of Brickville Road | *835 |
| at the Sycamore City Hall, Engineering Department, 535 DeKalb Avenue, Sycamore, Illinois. | |
| ——— | |
| | |
| | |
| Approximately 1.02 miles downstream of State Route 60 (Townline Road) | *650 |
| Approximately 1,900 feet upstream of State Route 60 (Townline Road) at corporate limits | *650 |
| at the Vernon Hills Public Works Department, 490 Greenleaf Drive, Vernon Hills, Illinois.——— | |
| | |
| | |
| Approximately 1.16 miles downstream of McCarthy Road | *669 |
| Approximately 1.6 miles upstream of Wadsworth Road | *671 |
| | |
| At confluence with Des Plaines River | *670 |
| Approximately 1,100 feet downstream of Dilleys Road | *670 |
| at the Wadsworth Village Hall, 14155 Wadsworth Road, Wadsworth, Illinois. | |
| | |
| | |
| | |
| At confluence with Falling Run | *443 |
| At downstream side of Grant Line Road | *443 |
| | |
| At Ohio River levee | *438 |
| At Janie Drive | *474 |
| | |
| Approximately 150 feet downstream of State Route 111 | *448 |
| Approximately 75 feet upstream of upstream crossing of Southern Railway | *472 |
| | |
| At confluence with Middle Creek | *448 |
| Approximately 70 feet upstream of Eagle Lane | *471 |
| at the City of New Albany City-County Building, Board of Public Works, Room 317, 311 Hauss Square, New Albany, Indiana. | |
| | |
| | |
| Approximately 1,300 feet downstream of Norton Avenue | *94 |
| Approximately 100 feet upstream of State Route 106 | *141 |
| at the Town of Easton Planning & Zoning Department, 136 Elm Street, Easton, Massachusetts. | |
| ——— | |
| | |
| | |
| At downstream corporate limits | *105 |
| At Randolph/Holbrook corporate limits, approximately 1,200 feet upstream of Private Dam | *119 |
| at the Randolph Town Hall, 1 Turner Lane, Randolph, Massachusetts. | |
| | |
| | |
| | |
| Entire shoreline within community | *907 |
| | |
| Approximately 530 feet downstream of Sluice Gate | *892 |
| Approximately 590 feet upstream of Sluice Gate | *907 |
| at the City Hall, 611 East Grand River, Howell, Michigan. | |
| | |
| | |
| | |
| Approximately 0.5 mile downstream of Grant Street (State Route 76) | *682 |
| Approximately 0.6 mile upstream of Grant Street (State Route 76) | *686 |
| | |
| Approximately 100 feet south of intersection of Washington and Elm Streets | *682 |
| | |
| Approximately 400 feet north of intersection of Plum and Grant Streets | *681 |
| | |
| Approximately 150 feet northeast of intersection of Henderson and Elm Streets | *679 |
| at the Houston City Hall, 105 West Maple Street, Houston, Minnesota. | |
| | |
| | |
| | |
| Approximately 2,900 feet downstream of First Street (County Route 612) | *191 |
| Approximately 1.26 miles upstream of First Street (County Route 612) | *197 |
| at the Shubuta Town Hall, 156 Eucutta Street, Shubuta, Mississippi. | |
| | |
| | |
| | |
| At the intersection of Grove Avenue and Club Drive | *5 |
| At intersection of Karge Street and Main Street | #1 |
| Approximately 400 feet east from the intersection of East Avenue and Chadwick Street | *15 |
| | |
| At intersection of Grove Street and Holly Avenue | *5 |
| Approximately 1,000 feet northwest of intersection of Lake Avenue and Johnson Street | *5 |
| at the Bay Head Borough Hall, 81 Bridge Avenue, Bay Head, New Jersey. | |
| | |
| | |
| | |
| At approximately 140 feet downstream of downstream corporate limits | *743 |
| At upstream corporate limits | *747 |
| at the Watson Town Hall, Clerk's Office, Star Route, Lowville, New York. | |
| | |
| | |
| | |
| From a point approximately 1,200 feet downstream of Morgan Road | *410 |
| To a point approximately 100 feet downstream of Centerview Church Road | *478 |
| | |
| At the confluence with Little Long Creek | *416 |
| To a point approximately 0.50 mile downstream of Aquadale Road | *419 |
| | |
| At the confluence with Little Long Creek | *446 |
| To a point approximately 9.75 feet downstream of Snuggs Road | *449 |
| at the City of Albemarle Engineering Department, 144 North Second Street, Albemarle, North Carolina. | |
| ——— | |
| | |
| | |
| Approximately 800 feet upstream of confluence with Hunts Fork | *720 |
| Approximately 250 feet downstream of NCSR 1781 | *747 |
| | |
| Approximately 225 feet downstream of NCSR 1757 | *736 |
| Approximately 0.96 mile upstream of confluence of Payne Creek Tributary | *766 |
| | |
| At confluence with Payne Creek | *744 |
| Approximately 1.1 miles upstream from Canterbury Road | *782 |
| | |
| Approximately 0.5 mile downstream of NCSR 1755 | *709 |
| Approximately 0.4 mile upstream of NCSR 1741 | *765 |
| | |
| At confluence with Rich Fork | *765 |
| Approximately 780 feet upstream of NCSR 1739 | *780 |
| | |
| At confluence with Stream No. 99 | *747 |
| Approximately 0.74 mile upstream from confluence with Stream No. 99 | *764 |
| | |
| At confluence with Payne Creek | *731 |
| Approximately 0.71 mile upstream from confluence of Stream No. 97 | *778 |
| at the Davidson County Governmental Center, 913 Greensboro Street, Lexington, North Carolina. | |
| ——— | |
| | |
| | |
| At confluence with Abbotts Creek | *641 |
| Downstream side of Tanyard Street | *724 |
| | |
| At confluence with Darr Branch | *652 |
| Approximately 1,025 feet upstream of Young Drive | *676 |
| | |
| At confluence with Darr Branch | *659 |
| Approximately 80 feet upstream of North Pine Street | *743 |
| | |
| At a point approximately 250 feet upstream of confluence with Abbotts Creek | *635 |
| Approximately 0.43 mile upstream of confluence with Abbotts Creek | *661 |
| | |
| Approximately 475 feet upstream of confluence with Abbotts Creek | *636 |
| At a point approximately 1,600 feet upstream of confluence with Abbotts Creek | *654 |
| at the City of Lexington Community Development Department, 28 West Center Street, Lexington, North Carolina. | |
| ——— | |
| | |
| | |
| From a point approximately 1,200 feet downstream of Morgan Road | *410 |
| To a point approximately 200 feet downstream of Morgan Road | *412 |
| | |
| At a point approximately 3.1 miles downstream of State Route 1145 (River Road) | *475 |
| At a point approximately 300 feet at upstream county boundary | *482 |
| at the Stanly County Planning & Zoning Department, 201 South Second Street, 3rd Floor, Albemarle, South Carolina. | |
| | |
| | |
| | |
| Approximately 120 feet upstream of Hopkins Road | *727 |
| Approximately 25 feet upstream of Zoar Road | *818 |
| | |
| At downstream side of U.S. Route 42 | *721 |
| At confluence with North Fork Newman Run | *767 |
| | |
| At confluence with Newman Run | *767 |
| At upstream side of Lytle Road | *974 |
| | |
| Approximately 1,350 feet upstream of confluence with Little Miami River | *599 |
| Approximately 30 feet on the upstream side of Morrow-Cozdale Road | *842 |
| | |
| Approximately 0.79 mile above the confluence with the Little Miami River Mill Run Channel | *808 |
| At the upstream side of Lytle Road | *971 |
| at the Warren County Map Room, 320 East Silver Street, Lebanon, Ohio. | |
| ——— | |
| | |
| | |
| Approximately 400 feet downstream of U.S. Route 42 | *725 |
| At upstream corporate limits | *837 |
| at the Waynesville Village Hall, 291 Church Street, Waynesville, Ohio. | |
| | |
| | |
| | |
| At confluence with Allegheny River | *768 |
| Approximately 0.22 mile upstream of CONRAIL spur | *768 |
| | |
| At downstream corporate limits | *768 |
| Approximately 0.27 mile downstream of upstream corporate limits | *769 |
| at the Freeport Borough Council Chambers, 414 Market Street, Freeport, Pennsylvania. | |
| ——— | |
| | |
| | |
| Approximately 1,420 feet downstream of Lock and Dam No. 5 | *771 |
| Approximately 150 feet upstream of Lock and Dam No. 5 | *775 |
| | |
| At confluence with the Allegheny River | *771 |
| Approximately 1,400 feet upstream of the confluence with the Allegheny River | *771 |
| at the Gilpin Township Municipal Building, Route 66, Leechburg, Pennsylvania. | |
| ——— | |
| | |
| | |
| Approximately 600 feet downstream of CONRAIL | *770 |
| Approximately 125 feet upstream of Lock and Dam No. 5 | *775 |
| at the South Buffalo Township Municipal Office, 384 Iron Bridge Road, Freeport, Pennsylvania. | |
| | |
| | |
| | |
| Approximately 75 feet downstream of the Tennessee Kentucky Railroad | *270 |
| Approximately 2.81 miles upstream of State Route 78 | *279 |
| | |
| Approximately 1,400 feet upstream of the confluence of Light Creek | *287 |
| Approximately 1.4 miles upstream of the confluence of Light Creek | *289 |
| at the Dyer County Courthouse, Building Inspector's Office, #1 Veteran's Square, Dyersburg, Tennessee. | |
| ——— | |
| | |
| | |
| Approximately 375 feet downstream of Tusculum Boulevard | *1,424 |
| Approximately 750 feet upstream of Viking View Estates Road | *1,458 |
| | |
| Approximately 1,550 feet downstream of East McKee Street | *1,431 |
| Approximately 2,150 feet upstream of East Church Street | *1,486 |
| at the Greeneville Town Hall, 200 North College Street, Greeneville, Tennessee. | |
| ——— | |
| | |
| | |
| Approximately 0.33 mile downstream of Southern Railway | *903 |
| Approximately 200 feet downstream of State Route 68 | *917 |
| at the Sweetwater City Hall, 203 Monroe Street, Sweetwater, Tennessee. | |
| | |
| | |
| | |
| At a point approximately 0.85 mile upstream from Bellows Falls Dam | *299 |
| At a point approximately 500 feet upstream of Bellows Falls Dam | *296 |
| at the Town of Rockingham , Town Clerk's Office, Village Square, Rockingham, Vermont. | |
| ——— | |
| | |
| | |
| A point approximately 0.78 mile upstream of Bellows Falls Dam | *300 |
| A point approximately 1.34 miles upstream of the confluence of Commissary Brook | *306 |
| | |
| At the confluence with the Connecticut River | *302 |
| A point approximately 80 feet upstream of U.S. Route 5 | *302 |
| at the Rockingham Town Hall, Clerk's Office, Village Square, Rockingham, Vermont. | |
| | |
| | |
| | |
| Just downstream of State Highway 87 | *589 |
| Just downstream of County Highway 21 | *599 |
| ——— | |
| at the Jackson County Courthouse, Main Street, Ripley, West Virginia. | |
| | |
| | |
| Approximately 450 feet downstream of U.S. Route 33 | *593 |
| At confluence of Sycamore Creek | *595 |
| At upstream corporate limits | *599 |
| ——— | |
| at the Ripley Municipal Building, 113 South Church Street, Ripley, West Virginia. | |
(Catalog of Federal Domestic Assistance No. 83.100, “Flood Insurance.”)
Dated: March 31, 2000.
Michael J. Armstrong,
Associate Director for Mitigation.