# [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 (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 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) |
| --- | --- |
| | |
| | |
| | |
| At intersection of 9th Avenue and 153rd Street | *597 |
| Approximately 200 feet southeast of intersection of 153rd Street and 7th Avenue | *597 |
| at the Phoenix Village Hall, 15240 Vincenes Road, Phoenix, Illinois. | |
| ——— | |
| | |
| | |
| Approximately 1,350 feet downstream of 137th Street | *596 |
| Approximately 0.61 mile upstream of Kedzie Avenue | *604 |
| at the Robbins Village Hall, 3327 West 137th Street, Robbins, Illinois. | |
| ——— | |
| | |
| | |
| At confluence with Kishwaukee River | *729 |
| Approximately 0.52 mile upstream of Lyford Road | *857 |
| | |
| Just downstream of U.S. Route 20 | *765 |
| Approximately 1,600 feet upstream of Frontage Road | *782 |
| | |
| Just upstream of Interstate 90 | *729 |
| Approximately 1,400 feet upstream of Interstate 90 | *729 |
| at the Winnebago County Highway Department, 424 North Springfield Road, Rockford, Illinois. | |
| | |
| | |
| | |
| Randolph/Holbrook corporate limits | *119 |
| Approximately 50 feet downstream of North Shore Road | *127 |
| at the Holbrook Town Hall, 50 North Franklin Street, Holbrook, Massachusetts. | |
| | |
| | |
| | |
| Approximately 2.8 miles downstream of State Route 76 | *676 |
| Approximately 2.2 miles upstream of State Route 76 | *690 |
| at the Houston County Courthouse, Zoning Office, 304 South Marshall, Caledonia, Minnesota. | |
| | |
| | |
| | |
| At downstream corporate limits | *483 |
| At upstream corporate limits | *489 |
| at the Holderness Town Office, Route 3, Holderness, New Hampshire. | |
| ——— | |
| | |
| | |
| Approximately 10 feet upstream of Merrimack Farmers Exchange Dam | *418 |
| Approximately 0.51 mile upstream of Butterfield Mill Road | *532 |
| at the New Boston Town Hall, 7 Meetinghouse Hill Road, New Boston, New Hampshire. | |
| ——— | |
| | |
| | |
| Approximately 1.2 miles downstream of the confluence with Glove Hollow Brook | *481 |
| Approximately 1.3 miles upstream of Interstate 93 | *489 |
| at the Plymouth Town Hall, 6 Post Office Square, Plymouth, New Hampshire. | |
| | |
| | |
| | |
| At downstream corporate limits | *127 |
| At a point approximately 1,000 feet downstream of the upstream corporate limits | *135 |
| | |
| At confluence with Delaware River | *131 |
| At a point approximately 0.64 mile upstream of confluence with Delaware River | 132 |
| at the Alexandria Township Hall, 21 Hog Hollow Road, Pittstown, New Jersey. | |
| ——— | |
| | |
| | |
| Approximately 1,125 feet downstream of Eagle Rock Avenue | *174 |
| Approximately 275 feet upstream of Mount Pleasant Avenue | *176 |
| at the East Hanover Township Hall, Engineering Department, 411 Ridgedale Avenue, East Hanover, New Jersey. | |
| ——— | |
| | |
| | |
| At downstream corporate limits | *40 |
| Approximately 1,300 feet downstream of confluence of Jacobs Creek | *47 |
| at the Clerk's Office, 2 Jake Garzio Drive, Ewing, New Jersey. | |
| ——— | |
| | |
| | |
| At Columbia Turnpike | *176 |
| Approximately 0.39 mile downstream of Passaic Avenue | *176 |
| | |
| At the confluence with Passaic River | *176 |
| Approximately 50 feet upstream of Brooklake Road | *176 |
| at the Borough of Florham Park Engineering Office, 111 Ridgedale Avenue, Florham Park, New Jersey. | |
| ——— | |
| | |
| | |
| At Troy Road | *178 |
| At confluence of Black Brook | *182 |
| | |
| At confluence with Whippany River | *182 |
| Approximately 0.85 mile upstream of the confluence of Pinch Brook | *182 |
| at the Township of Hanover Engineering Department, 1000 Route 10, Whippany, New Jersey. | |
| ——— | |
| | |
| | |
| At downstream corporate limits | *201 |
| A point approximately 260 feet upstream of the upstream corporate limits | *232 |
| | |
| At confluence with Delaware River | *225 |
| A point approximately 1,800 feet upstream of confluence with Delaware River | *225 |
| at the Harmony Township Hall, 3003 Belvidere Road, Phillipsburg, New Jersey. | |
| ——— | |
| | |
| | |
| A point approximately 1,800 feet upstream of downstream corporate limit | *141 |
| Approximately 1.2 miles downstream of upstream corporate limit | *155 |
| | |
| At confluence with Delaware River | *147 |
| Approximately 1,500 feet upstream of confluence with Delaware River | *147 |
| at the Holland Township Municipal Building, 61 Church Road, Milford, New Jersey. | |
| ——— | |
| | |
| | |
| Approximately 2,560 feet downstream of Washington Crossing Pennington Road | *50 |
| At upstream corporate limits | *65 |
| at the Hopewell Township Hall, 201 Washington Crossing, Pennington Road, Titusville, New Jersey. | |
| ——— | |
| | |
| | |
| Approximately 2.1 miles downstream of State Route 10 | *175 |
| Approximately 1.7 miles upstream of the confluence of Passaic River Tributary | *176 |
| | |
| At the confluence with Passaic River Tributary | *176 |
| Approximately 0.25 mile downstream of South Orange Avenue | *176 |
| at the Livingston Town Hall, Engineering Department, 357 South Livingston Avenue, Livingston, New Jersey. | |
| ——— | |
| | |
| | |
| Approximately 1.2 miles downstream of State Route 72 | *9 |
| Approximately 1,000 feet downstream of State Route 72 | *19 |
| | |
| Entire shoreline within community | *28 |
| | |
| Entire shoreline within community | *57 |
| | |
| At corporate limits | *9 |
| Approximately 1,200 feet northwest of confluence of Crooked Creek and Corrigans Straight Ditch | *10 |
| | |
| At Turtle Cove, Big Cove, and North Pond | *12 |
| At the intersection of East Bay Avenue and Hilliard Boulevard | *8 |
| at the Township Hall, 260 East Bay Avenue, Manahawkin, New Jersey. | |
| ——— | |
| | |
| | |
| At the confluence with Delaware and Raritan Canal | *82 |
| Approximately 305 feet upstream of State Route 29 | *82 |
| | |
| At downstream corporate limits | *82 |
| Approximately 0.54 mile upstream of Bridge Street | *87 |
| | |
| At the confluence with Delaware and Raritan Canal | *87 |
| Approximately 860 feet upstream of State Route 29 | *87 |
| at the Stockton Borough Hall, 2 Main Street, Stockton, New Jersey. | |
| | |
| | |
| | |
| Approximately 100 feet upstream of the confluence with Willow Creek | *653 |
| Approximately 590 feet upstream of Steuben Street | *671 |
| | |
| Approximately 830 feet downstream of the confluence of Thompson's Creek | *573 |
| Approximately 420 feet upstream of the confluence of Thompson's Creek | *580 |
| | |
| Approximately 350 feet upstream of the confluence with Ninemile Creek | *585 |
| Approximately 980 feet upstream of East Main Street | *669 |
| at the Holland Patent Village Hall, 9531 Center Street, Holland Patent, New York. | |
| ——— | |
| | |
| | |
| Entire shoreline within community | *250 |
| at the Oswego Town Hall, 2320 County Route 7, Oswego, New York. | |
| ——— | |
| | |
| | |
| At approximately 0.5 mile downstream of the most upstream crossing of Peekskill Hollow Road | *248 |
| At approximately 2.2 miles upstream of Taconic State Parkway | *457 |
| | |
| At approximately 1.04 mile downstream of Finnerty Road | *492 |
| At approximately 0.54 mile upstream of Finnerty Road | *649 |
| | |
| At confluence with Peekskill Hollow Creek | *113 |
| At approximately 1,400 feet upstream of Oscawana Lake Road | *511 |
| | |
| At approximately 720 feet downstream of Oscawana Lake Road | *449 |
| At approximately 840 feet upstream of Oscawana Lake Road | *511 |
| | |
| West side of Canopus Creek approximately 1,400 feet southwest of Sunken Mine and Clear Lake Roads intersection | #3 |
| | |
| At approximately 60 feet upstream of dam | *320 |
| At approximately 1.66 mile (8,750 feet) upstream of Bell Hollow Road | *508 |
| at the Putnam Valley Town Hall, 265 Oscawana Lake Road, Putnam Valley, New York. | |
| ——— | |
| | |
| | |
| At the downstream corporate limits | *395 |
| Approximately 1.34 miles upstream of Newport Road | *407 |
| at the Schuyler Town Clerk's Office, 2090 State Route 5, Utica, New York. | |
| ——— | |
| | |
| | |
| Entire shoreline within community | *250 |
| | |
| At downstream corporate limits | *329 |
| Approximately 600 feet upstream of downstream corporate limits | *334 |
| at the Scriba Town Clerk's Office, 42 Creamery Road, Oswego, New York. | |
| | |
| | |
| | |
| Along the entire shoreline of Lake Gaston downstream of State Route 1344 | *204 |
| at the Warren County Planning and Zoning Office, 720 West Ridgeway Street, Warrenton, North Carolina. | |
| | |
| | |
| | |
| Approximately 925 feet downstream of West Butler Street | *918 |
| At upstream most crossing of Sharpsburg Road | *948 |
| at the Fort Recovery Village Offices, 201 South Main Street, Fort Recovery, Ohio. | |
| ——— | |
| | |
| | |
| Approximately 300 feet downstream of Sharpsburg Road | *937 |
| Approximately 375 feet upstream of Sharpsburg Road | *952 |
| at the Mercer County Engineer's Office, 321 Riley Street, Celina, Ohio. | |
| | |
| | |
| | |
| Approximately 300 feet downstream of CONRAIL | *768 |
| Approximately 720 feet upstream of CONRAIL | *768 |
| at the Buffalo Township Hall, 109 Bear Creek Road, Sarver, Pennsylvania. | |
| ——— | |
| | |
| | |
| A point approximately 50 feet upstream of East Callowhill Road | *315 |
| Approximately 620 feet upstream of East Callowhill Road | *317 |
| at the East Rockhill Township Office, 1622 Ridge Road, Perkasie, Pennsylvania. | |
| ——— | |
| | |
| | |
| From a point approximately 60 feet downstream of Water Street | *336 |
| At a point approximately 400 feet downstream of U.S. Route 422 | *357 |
| at the Heidelberg Municipal Building, 11 Tulpehocken Forge, Robesonia, Pennsylvania. | |
| ——— | |
| | |
| | |
| Approximately 60 feet downstream of Water Street | *336 |
| A point approximately 125 feet downstream of Main Street | *374 |
| at the Marion Township Building, 20 South Water Street, Stouchsburg, Pennsylvania. | |
| ——— | |
| | |
| | |
| At the intersection of Raymond Street and Park Avenue | *290 |
| Approximately 260 feet west of the intersection of Jefferson Street and Park Avenue | *290 |
| at the Muhlenberg Township Hall, 555 Raymond Street, Reading, Pennsylvania. | |
| ——— | |
| | |
| | |
| Approximately 3,550 feet upstream of North Main Street | *307 |
| Approximately 620 feet upstream of East Callowhill Road | *317 |
| at the Perkasie Borough Office, 311 South 9th Street, Perkasie, Pennsylvania. | |
| ——— | |
| | |
| | |
| Approximately 150 feet downstream of CONRAIL bridge | *303 |
| Approximately 3,550 feet upstream of North Main Street | *307 |
| at the Sellersville Borough Hall, 140 East Church Street, Sellersville, Pennsylvania. | |
| ——— | |
| | |
| | |
| At the upstream side of County Line Road | *276 |
| Approximately 550 feet downstream of CONRAIL bridge | *301 |
| at the West Rockhill Township Hall, 1028 Ridge Road, Sellersville, Pennsylvania. | |
| ——— | |
| | |
| | |
| Approximately 400 feet downstream of U.S. Route 422 | *357 |
| At a point approximately 1,550 feet upstream of U.S. Route 422 | *360 |
| at the Womelsdorf Borough Hall, 101 West High Street, Womelsdorf, Pennsylvania. | |
| | |
| | |
| | |
| Approximately 400 feet upstream of the confluence with South Branch Pawtuxet River | *239 |
| Approximately 55 feet upstream of Flat River Road | *246 |
| | |
| A point approximately 37 feet upstream of Bike Path | *241 |
| A point approximately 85 feet upstream of Bike Path | *241 |
| at the Coventry Town Hall, 1670 Flat River Road, Coventry, Rhode Island. | |
| | |
| | |
| | |
| Entire shoreline within Henry County | *370 |
| | |
| At the confluence with Bailey Fork Creek | *389 |
| Approximately 0.38 mile upstream of India Road | *405 |
| | |
| Approximately 45 feet upstream of County Home Road | *389 |
| Approximately 1,375 feet upstream of County Home Road | *390 |
| at the Henry County Courthouse Annex Building, 213 West Washington Street, Paris, Tennessee. | |
| ——— | |
| | |
| | |
| At the confluence with Bailey Fork Creek | *389 |
| Approximately 1,250 feet upstream of U.S. Highway 79 | *398 |
| | |
| Approximately 45 feet upstream of County Home Road | *389 |
| Approximately 1,375 feet upstream of County Home Road | *390 |
| at the Paris City Hall, 100 North Caldwell Avenue, Paris, Tennessee. | |
| | |
| | |
| | |
| Approximately 0.57 mile downstream of the downstream corporate limits | *431 |
| Approximately 1,280 feet downstream of Comstock Bridge Road | *464 |
| at the Montgomery Town Clerk's Office, 98 Main Street, Montgomery Center, Vermont. | |
| | |
| | |
| | |
| At the upstream side of State Route 718 | *504 |
| Approximately 300 feet upstream of State Route 719 | *533 |
| at the Hillsboro Town Hall, 36991 Charlestown Pike, Hillsboro, Virginia. | |
| ——— | |
| | |
| | |
| At the confluence with the Potomac River | *210 |
| Approximately 800 feet downstream of the confluence of South Fork Broad Run | *268 |
| | |
| At the confluence with Broad Run | *219 |
| Approximately 0.5 mile upstream of State Route 625 | *300 |
| | |
| At confluence with Broad Run | *266 |
| Approximately 1,260 feet upstream of confluence with Broad Run | *266 |
| | |
| At confluence with Broad Run | *221 |
| Approximately 1,550 feet upstream of Blossom Drive | *258 |
| | |
| At the confluence with Broad Run | *234 |
| Approximately 1,575 feet upstream of Dulles Toll Road | *280 |
| | |
| From confluence with Horsepen Run | *260 |
| Approximately 2.2 miles upstream of the confluence with Horsepen Run | *282 |
| | |
| At confluence with North Fork Broad Run | *280 |
| Approximately 75 feet upstream of U.S. Route 50 | *323 |
| | |
| At confluence with South Fork Broad Run | *268 |
| Approximately 0.58 mile upstream of confluence of Tributary to North Fork Broad Run | *306 |
| | |
| At the confluence with Beaverdam Run | *219 |
| Approximately 1.2 miles upstream of the confluence with Beaverdam Run | *225 |
| | |
| Approximately 1,175 feet upstream from the confluence with Broad Run | *268 |
| Approximately 0.88 mile upstream of State Route 616 | *335 |
| | |
| At the confluence with Horsepen Run | *260 |
| Approximately 2.3 miles upstream of the confluence with Horsepen Run | *270 |
| | |
| At the confluence with Tributary D to Beaverdam Run | *251 |
| Approximately 0.71 mile upstream of Claiborne Parkway | *316 |
| | |
| At the confluence with Beaverdam Run | *251 |
| Approximately 1,900 feet upstream of State Route 642 (Hay Road) | *262 |
| | |
| At confluence with Broad Run | *244 |
| Approximately 400 feet upstream of the confluence with Broad Run | *244 |
| | |
| At the confluence with Broad Run | *251 |
| Approximately 0.57 mile upstream of the confluence with Broad Run | *265 |
| | |
| At the confluence with Broad Run | *264 |
| Approximately 0.57 mile upstream of the confluence with Broad Run | *266 |
| | |
| At the confluence with Beaverdam Run | *228 |
| Approximately 0.47 mile upstream of confluence of Beaverdam Run | *234 |
| | |
| At confluence with Horsepen Run | *273 |
| Approximately 0.71 mile upstream of the confluence with Horsepen Run | *321 |
| | |
| At confluence with North Fork Broad Run | *297 |
| Approximately 1,770 feet upstream of confluence with North Fork Broad Run | *304 |
| | |
| At the confluence with Stallion Branch | *260 |
| Approximately 0.44 mile upstream of the confluence with Stallion Branch | *260 |
| at the Loudoun County Building, Building & Development Department, 1 Harrison Street, S.E., Leesburg, Virginia. | |
(Catalog of Federal Domestic Assistance No. 83.100, “Flood Insurance.”)
Dated: January 30, 2001.
Margaret E. Lawless,
Acting Executive Associate Director for Mitigation.