# [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 DATE:**
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 FIRM is available for inspection as indicated in 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, 500 C Street SW., Washington, DC 20472, (202) 646-3461, or (e-mail) *[email protected].*
**SUPPLEMENTARY INFORMATION:**
The Federal Emergency Management 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.
FEMA 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 FIRM 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 for Mitigation 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 proposed 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 to read 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. |
| --- | --- |
| | |
| | |
| | |
| Approximately 2,250 feet downstream of Byrnes Road | *69 |
| Approximately 100 feet upstream of Browns Valley Road | *143 |
| | |
| Just downstream of Crocker Drive | *102 |
| Just upstream of Browns Valley Road | *142 |
| | |
| Approximately 500 feet downstream of Willow Avenue | *77 |
| Approximately 1,500 feet upstream of Willow Avenue | *79 |
| at Solano County Department of Environmental Management, 601 W. Texas Street, Fairfield, California. | |
| ——— | |
| | |
| | |
| Approximately 2,100 feet downstream of Interstate Highway 80 (Eastbound) | *78 |
| Approximately 1,200 feet upstream of Eubanks Road | *113 |
| | |
| At confluence with Gibson Canyon Creek | *98 |
| At intersection with Interstate Highway 505 | *103 |
| Approximately 500 feet upstream of Eubanks Road | *121 |
| | |
| Approximately 800 feet downstream of Leisure Town Road | *82 |
| Approximately 2,000 feet upstream of Sewer Maintenance Road | *137 |
| | |
| Just upstream of Interstate Highway 80 | *91 |
| Approximately 2,200 feet upstream of Interstate Highway 505 | *112 |
| | |
| At confluence with Horse Creek | *97 |
| At upstream side of Putah South Canal | *122 |
| Just downstream of Browns Valley Road | *136 |
| At Browns Valley Road Crossing of Southern Pacific Railroad | #2 |
| | |
| At confluence with Horse Creek | *114 |
| Just downstream of Southern Pacific Railroad | *134 |
| Just downstream of Sundance Drive | # 2 |
| | |
| At confluence with South Branch Horse Creek | *122 |
| Just downstream of Southern Pacific Railroad | *131 |
| Just upstream of Southern Pacific Railroad | # 1 |
| | |
| At confluence with Horse Creek | *83 |
| At downstream side of Interstate Highway 80 | *88 |
| | |
| At convergence with Pine Tree Creek | *122 |
| Approximately 1,100 feet upstream of convergence with Pine Tree Creek | *125 |
| at the Vacaville City Hall, 650 Merchant Street, Vacaville, California. | |
| | |
| | |
| | |
| Approximately 0.67 mile downstream of U.S. Highway 155/160 | *6,375 |
| Approximately 3.56 miles upstream of 32nd Street | *6,551 |
| | |
| Approximately 1,500 feet upstream of confluence with Junction Creek | *6,628 |
| Approximately 5,670 feet upstream of Borrego Drive | *6,873 |
| | |
| At confluence with Animas River | *6,485 |
| Approximately 1,800 feet upstream of confluence with Animas River | *6,513 |
| at the Planning Department, 1235 Camino Del Rio, Durango, Colorado. | |
| ——— | |
| | |
| | |
| Approximately 2.09 miles downstream of U.S. Highway 155/160 | *6,337 |
| Approximately 2.8 miles upstream of 32nd Street | *6,548 |
| Approximately 3.56 miles upstream of 32nd Street | *6,551 |
| | |
| At confluence with Animas River | *6,484 |
| Approximately 3,525 feet upstream of U.S. Highway 160 | *6,699 |
| at the Building Department, 1060 E. 2nd Avenue, Durango, Colorado. | |
| | |
| | |
| | |
| At mouth at Augusta Lake | *1,263 |
| Approximately 1,900 feet upstream of Augusta Lake Road | *1,269 |
| at City Hall, 116 East Sixth Street, Augusta, Kansas. | |
| | |
| | |
| | |
| Approximately 3,360 feet downstream of Frontage Road | *6,541 |
| Approximately 1,560 feet upstream of North Second Street | *6,705 |
| | |
| Approximately 600 feet downstream of Interstate Highway 25 | *6,527 |
| At Atchison, Topeka and Santa Fe Railway Crossing | *6,633 |
| | |
| Approximately 900 feet upstream of confluence with Middle Creek | *6,520 |
| Approximately 120 feet upstream of South Second Street (U.S. Highway 85) | *6,552 |
| the City Engineer's office, City Hall, 224 Savage Avenue, Raton, New Mexico. | |
| | |
| | |
| | |
| Approximately 800 feet downstream of U.S. Highway 14-A | *4,394 |
| Approximately 550 feet downstream of U.S. Highway 85 | *4,642 |
| | |
| Approximately 1,225 feet upstream of Shine Street | None |
| Just upstream of U.S. Highway 14-A | *4,640 |
| Approximately 1,550 feet upstream of U.S. Highway 14-A | *4,658 |
| | |
| At upstream end of culvert, approximately 400 feet upstream of North Williams Street | *4,580 |
| At western corporate limit, approximately 2,600 feet upstream of North Williams Street | *4,753 |
| at 102 Sherman Street, Deadwood, South Dakota. | |
| | |
| | |
| | |
| Approximately 4,200 feet upstream of confluence with Prairie Branch | *307 |
| Approximately 7,400 feet upstream of confluence with Prairie Branch | *323 |
| | |
| Approximately 36,500 feet above confluence with Nelson Creek | *244 |
| Approximately 43,500 feet above confluence with Nelson Creek | *261 |
| | |
| Approximately 1,900 feet upstream of confluence with Winters Bayou | *354 |
| Approximately 24,000 feet upstream of confluence with Winters Bayou | *374 |
| | |
| Approximately 17,400 feet upstream of confluence with Nelson Creek | *257 |
| Approximately 27,100 feet upstream of confluence with Nelson Creek | *287 |
| | |
| At confluence with Tanyard Branch | *271 |
| Approximately 5,500 feet upstream of confluence with Tanyard Branch | *298 |
| | |
| At confluence with Wayne Creek | *272 |
| Approximately 2,700 feet upstream of confluence with Wayne Creek | *286 |
| | |
| At Rosenwall Road | *250 |
| Approximately 200 feet north of Huntsville Airport Runway | *292 |
| | |
| At its confluence with Town Branch | *274 |
| Approximately 450 feet downstream of FM 2821 | *285 |
| Approximately 3,500 feet upstream of Holly Bend Road | *329 |
| | |
| Approximately 2,600 feet upstream of confluence of Shepherd Creek | *320 |
| Approximately 13,400 feet upstream of confluence of Shepherd Creek | *355 |
| | |
| Approximately 2,300 feet downstream of Sunset Lake Dam | *293 |
| Approximately 1,900 feet upstream of Spring Lake Dam | *376 |
| | |
| Approximately 8,050 feet downstream of confluence with Tributary 6 | *279 |
| Approximately 9,700 feet upstream of confluence with Tributary 5 | *351 |
| | |
| Approximately 10,500 feet upstream of confluence with harmon Creek | *212 |
| Approximately 1,000 feet upstream of FM 247 | *279 |
| | |
| Approximately 14,800 feet upstream of confluence with East Sandy Creek | *287 |
| Approximately 800 feet upstream of Broadmoor Drive | *368 |
| | |
| Approximately 4,700 feet downstream of confluence with Tributary 4 | *283 |
| Approximately 16,350 feet upstream of confluence with Tributary 4 | *362 |
| | |
| Approximately 3,700 feet upstream of confluence of Mays Creek | *317 |
| Approximately 7,150 feet upstream of confluence with Tributary 3 | *381 |
| | |
| Approximately 400 feet downstream of confluence with Thompson Branch | *253 |
| Approximately 1,400 feet upstream of confluence with Thompson Branch | *261 |
| | |
| Approximately 500 feet upstream of confluence with Harmony Creek | *224 |
| Approximately 2,600 feet upstream of State Highway 190 | *363 |
| | |
| At confluence with Sixmile Branch | *254 |
| Approximately 1,000 feet upstream of confluence with Sixmile Branch | *260 |
| | |
| At confluence with Parker Creek | *260 |
| Approximately 700 feet upstream of Avenue J and 14th Street | *361 |
| | |
| At confluence with Town Branch | *322 |
| Approximately 280 feet upstream of its confluence with Town Branch | *324 |
| Approximately 300 feet upstream of State Highway 30/190 | *338 |
| | |
| At confluence with Horse Branch | *307 |
| Approximately 800 feet upstream of Private Dam | *327 |
| | |
| At confluence with Tanyard Branch | *225 |
| Approximately 1,250 feet upstream of Robinson Road | *253 |
| | |
| At confluence with Shepherd Creek | *358 |
| Approximately 1,700 feet upstream of confluence with Shepherd Creek | *364 |
| | |
| At confluence with Robinson Creek | *293 |
| Approximately 7,800 feet upstream of confluence with Robinson Creek | *330 |
| | |
| At confluence with McGary Creek | *319 |
| Approximately 7,600 feet upstream of confluence with McGary Creek | *347 |
| | |
| At confluence with McGary Creek | *292 |
| Approximately 10,500 feet upstream of confluence with McGary Creek | *319 |
| | |
| Approximately 14,800 feet upstream of confluence with Hadley Creek | *256 |
| Approximately 20,400 feet upstream of confluence with Hadley Creek | *275 |
| | |
| Approximately 3,700 feet upstream of confluence with Parker Creek | *217 |
| Approximately 8,000 feet upstream of confluence with Parker Creek | *231 |
| | |
| At confluence with Shepherd Creek | *332 |
| Approximately 6,700 feet upstream of confluence with Shepherd Creek | *347 |
| | |
| Approximately 2,100 feet upstream of confluence with Harmony Creek | *259 |
| Approximately 12,600 feet upstream of confluence with Harmony Creek | *298 |
| at City Service Center, 448 Highway 75 North, Huntsville, Texas. | |
(Catalog of Federal Domestic Assistance No. 83.100, “Flood Insurance.”)
Dated: December 6, 2000.
Michael J. Armstrong,
Associate Director for Mitigation.