[Federal Register Volume 61, Number 127 (Monday, July 1, 1996)]
[Rules and Regulations]
[Pages 33856-33859]
From the Federal Register Online via the Government Publishing Office [www.gpo.gov]
[FR Doc No: 96-16699]
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FEDERAL EMERGENCY MANAGEMENT AGENCY
44 CFR Part 67
Final Flood Elevation Determinations
AGENCY: Federal Emergency Management Agency (FEMA).
ACTION: Final rule.
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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: Michael K. Buckley, P.E., Chief,
Hazard Identification Branch, Mitigation Directorate, 500 C Street SW.,
Washington, DC 20472, (202) 646-2756.
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 Acting 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 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.
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.
Sec. 67.11 [Amended]
2. The tables published under the authority of Sec. 67.11 are
amended as follows:
[[Page 33857]]
------------------------------------------------------------------------
#Depth in
feet above
ground.
Source of flooding and location *Elevation
in feet
(NGVD)
------------------------------------------------------------------------
ARIZONA
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Camp Verde (town), Yavapai County (FEMA Docket No. 7166)
Verde River:
Just downstream of State Route 260........................ *3,074
Just upstream of State Route 260.......................... *3,075
Just upstream of Montezuma Castle Highway................. *3,094
Approximately 1,000 feet upstream of Interstate Highway 17 *3,107
Approximately 2.62 miles upstream of Interstate Highway 17 *3,132
Cherry Creek:
At confluence with Verde River............................ *3,164
At State Route 279........................................ *3,252
At corporate limits (approximately 3,400 feet upstream of
State Route 279)......................................... *3,314
Lucky Canyon Wash:
At confluence with Verde River............................ *3,060
At Salt Mine Road......................................... *3,100
Approximately 930 feet upstream of Salt Mine Road......... *3,126
Copper Canyon Wash:
At confluence with Verde River............................ *3,063
At Salt Mine Road......................................... *3,142
Approximately 980 feet upstream of Salt Mine Road......... *3,164
Maps are available for inspection at Town Hall, 473 South
Main Street, Camp Verde, Arizona.
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Yavapai County (unincorporated areas) (FEMA Docket No. 7166)
Verde River:
Just upstream of State Route 260.......................... *3,074
Just upstream of Montezuma Castle Highway................. *3,094
Just upstream of Interstate Highway 17.................... *3,107
Just downstream of Middle Verde Indian Reservation........ *3,132
Chino Valley Stream--East:
At confluence with Chino Valley Stream.................... *4,732
At Center Street.......................................... *4,760
Approximately 1.55 miles upstream of confluence with Chino
Valley Stream............................................ *4,796
Approximately 1.79 miles upstream of confluence with Chino
Valley Stream............................................ *4,808
Approximately 3.69 miles upstream of confluence with Chino
Valley Stream............................................ *4,906
Miller Creek:
Approximately 3,400 feet downstream of U.S. Route 89...... *4,458
Approximately 2,350 feet downstream of U.S. Route 89...... *4,463
Approximately 1,300 feet downstream of U.S. Route 89...... *4,468
Approximately 300 feet downstream of U.S. Route 89........ *4,473
Approximately 600 feet upstream of U.S. Route 89.......... *4,478
Approximately 1,250 feet upstream of U.S. Route 89........ *4,483
Approximately 2,250 feet upstream of U.S. Route 89........ *4,488
Approximately 3,100 feet upstream of U.S. Route 89........ *4,493
Approximately 3,800 feet upstream of U.S. Route 89........ *4,498
Approximately 4,350 feet upstream of U.S. Route 89........ *4,503
Approximately 4,900 feet upstream of U.S. Route 89........ *4,508
Approximately 5,600 feet upstream of U.S. Route 89........ *4,513
Approximately 6,400 feet upstream of U.S. Route 89........ *4,519
At corporate limits (upstream of City of Prescott)........ *5,478
At Idylwild Drive......................................... *5,517
At Pine Drive............................................. *5,612
Approximately 2,500 feet upstream of Pine Drive (at limit
of detailed study)....................................... *5,672
Cherry Creek:
At corporate limits....................................... *3,314
Approximately 200 feet upstream of corporate limits (at
limit of detailed study)................................. *3,318
Texas Gulch Main Stem:
At confluence with Aqua Fria River........................ *4,490
At Quarter Horse Lane..................................... *4,536
At confluence of Texas Gulch West Branch.................. *4,568
Texas Gulch West Branch:
At confluence with Texas Gulch Main Stem.................. *4,568
Approximately 0.5 mile upstream of confluence with Texas
Gulch Main Stem.......................................... *4,600
Approximately 1.20 miles upstream of confluence with Texas
Gulch Main Stem.......................................... *4,660
Approximately 1.58 miles upstream of confluence with Texas
Gulch Main Stem.......................................... *4,700
Zalesky Wash Main Stem:
Approximately 0.04 mile upstream of confluence with Verde
River.................................................... *3,259
Approximately 0.86 mile upstream of confluence with Verde
River.................................................... *3,293
Robert Wash:
At U.S. Route 89.......................................... *4,394
Approximate 0.25 mile upstream of U.S. Route 89........... *4,398
Telephone Tank Wash:
At confluence with Green Wash............................. *4,394
At U.S. Highway 89........................................ *4,404
Approximately 0.88 mile upstream of confluence with Green
Wash..................................................... *4,434
Telephone Tank Wash Breakout:
At confluence with Green Wash............................. *4,388
At confluence of Robert Wash.............................. *4,394
At divergence from Telephone Tank Wash.................... *4,430
J.W. Draw:
At confluence with Green Wash............................. *4,394
At Bayberry Drive......................................... *4,412
At Naples Street.......................................... *4,462
Approximately 0.41 mile upstream of Naples Street......... *4,488
Green Wash:
At confluence with Big Chino Wash......................... *4,364
At Big Chino Road......................................... *4,388
Just upstream of Grand Canyon Road........................ *4,398
At Apsen Drive............................................ *4,460
Approximately 0.36 mile upstream of Enid Drive............ *4,504
Dry Well Wash:
At confluence with Clayton Canyon Wash.................... *4,420
At Patricia Road.......................................... *4,502
At Barbara Road........................................... *4,598
Approximately 500 feet upstream of Barbara Road........... *4,608
Clayton Canyon Wash:
Approximately 0.08 mile upstream of confluence with Big
Chino Wash............................................... *4,376
Just downstream of Clayton Canyon Dam..................... *4,480
Just upstream of Clayton Canyon Dam....................... *4,500
At Barbara Road........................................... *4,520
Approximately 320 feet upstream of Barbara Road........... *4,525
Timon Wash:
Approximately 0.50 mile upstream of confluence with Big
Chino Wash............................................... *4,395
At Ahonen Road............................................ *4,438
At Barbara Road........................................... *4,524
Approximately 320 feet upstream of Barbara Road........... *4,528
Model Creek:
Just upstream of U.S. Route 89............................ *4,460
Approximately 1,000 feet upstream of U.S. Route 89........ *4,461
Approximately 2,000 feet upstream of U.S. Route 89........ *4,464
Approximately 3,000 feet upstream of U.S. Route 89........ *4,467
Approximately 4,000 feet upstream of U.S. Route 89........ *4,473
Approximately 4,400 feet upstream of U.S. Route 89........ *4,476
West Fork Miller Creek:
[[Page 33858]]
Approximately 500 feet upstream of confluence with Model
Creek.................................................... *4,460
Approximately 1,500 feet upstream of confluence with Model
Creek.................................................... *4,463
Approximately 2,500 feet upstream of confluence with Model
Creek.................................................... *4,465
Approximately 3,500 feet upstream of confluence with Model
Creek.................................................... *4,470
Approximately 4,500 feet upstream of confluence with Model
Creek.................................................... *4,474
Approximately 4,800 feet upstream of confluence with Model
Creek.................................................... *4,475
Maps are available for inspection at the Yavapai County
Flood Control District, 500 South Marina Street, Prescott,
Arizona.
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CALIFORNIA
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Red Bluff (city), Tehama County (FEMA Docket No. 7170)
Reeds Creek:
Approximately 430 feet upstream of Southern Pacific
Railroad................................................. *268
Just downstream of South Jackson Street................... *271
Approximately 180 feet downstream of western corporate
limits................................................... *279
East Sand Slough:
Just upstream of Gilmore Ranch Road extended, at corporate
limits................................................... *267
Approximately 150 feet downstream of Antelope Boulevard... *269
Approximately 550 feet upstream of Antelope Boulevard..... *271
Brewery Creek Tributary:
Approximately 750 feet downstream of Monroe Avenue........ *274
Approximately 130 feet downstream of Monroe Avenue........ *280
Just upstream of Monroe Avenue............................ *291
Maps are available for inspection at the Community
Development Department, City of Red Bluff, City Hall, 555
Washington Street, Red Bluff, California.
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NEW MEXICO
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Bernalillo County and Incorporated Areas (FEMA Docket No.
7166)
Rio Grande:
Approximately 1,000 feet downstream of Interstate 25...... *4,902
Approximately 3,000 feet upstream of Interstate 25........ *4,906
At confluence with South Diversion Channel................ *4,924
Rio Grande East Overbank:
Approximately 1,300 feet downstream of Interstate 25...... *4,900
Just downstream of Interstate 25.......................... *4,903
Approximately 3,500 feet upstream of Interstate 25........ *4,905
Approximately 20,400 feet upstream of Interstate 25....... *4,922
Arroyo A-B:
Approximately 150 feet north of Amalia Road............... *4,970
Approximately 550 feet north of Amalia Road............... *4,980
Just upstream of Sage Road................................ *4,995
Ponding area west of Arenal Canal......................... *4,951
Ponding area northwest of intersection of Sage Road and
Coors Boulevard.......................................... *5.001
Ponding area north of Tower Road and west of Coors
Boulevard................................................ *5,029
Arroyo A-C:
Approximately 1,140 feet downstream of Gonzales Road...... *5,006
Just upstream of Gonzales Road............................ *5,008
Approximately 630 feet upstream of intersection of
Forsythe Road and Corregidor Place....................... *5,012
Ponding area just upstream of Old Coors Road.............. *5,012
Arroyo B-A:
Approximately 100 feet upstream of Unser Boulevard........ *5,087
Just upstream of 86th Street.............................. *5,115
Approximately 1,000 feet upstream of 86th Street (limit of
detailed study).......................................... *5,133
Ponding area west of 94th Street and south of Central
Avenue................................................... *5,169
Arroyo B-B:
Approximately 650 feet downstream of Unser Boulevard...... *5,081
Just upstream of 86th Street.............................. *5,105
Approximately 400 feet upstream of 90th Street............ *5,135
Approximately 1,900 feet upstream of 90th Street (limit of
detailed study).......................................... *5,171
Shallow flooding between Stinson Street and 300 feet
upstream of 75th Street.................................. *5,080
Arroyo B-C:
Just upstream of Unser Boulevard.......................... *5,079
Approximately 80 feet downstream of 86th Street........... *5,093
Approximately 240 feet downstream of 94th Street.......... *5,120
Approximately 1,050 feet upstream of 94th Street (limit of
detailed study).......................................... *5,140
Shallow flooding between Unser Boulevard and Abeyta Road.. #1
Ponding Area 18: *5,009
Ponding Area:
Along Trujillo Road approximately 500 feet east of Bataan
Drive.................................................... *5,009
Ponding Area:
Along Dennison Road approximately 500 feet east of Bataan
Drive.................................................... *5,009
Ponding Area:
North of Eucariz Avenue approximately 500 feet east of
Bataan Drive............................................. *5,008
Ponding Area:
Along Yerba Road south of Eucariz Avenue.................. *5,002
Ponding Area:
Between Coors Boulevard and Corona Drive and between
Redlands Road and Pheasant Avenue........................ *5,100
Maps are available for inspection at the Bernalillo County
Planning Office, One Civic Plaza Northwest, Fifth Floor,
Room 5025, Albuquerque, New Mexico.
Maps are available for inspection at the City of Albuquerque
Planning Department, One Civic Plaza Northwest, Albuquerque,
New Mexico.
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WYOMING
Laramie (city), Albany County (FEMA Docket No. 7170)
Laramie River:
Approximately 2,260 feet downstream of Curtis Street...... *7,129
Just upstream of Curtis Street............................ *7,132
Just downstream of new Wyoming Highway.................... *7,137
Just upstream of Interstate Highway 80.................... *7,141
Approximately 1,000 feet upstream of Interstate Highway 80 *7,143
Maps are available for inspection at the City of Laramie,
City Engineer's Office, City Hall, 406 Ivinson Street,
Laramie, Wyoming.
------------------------------------------------------------------------
(Catalog of Federal Domestic Assistance No. 83.100, ``Flood
Insurance.'')
[[Page 33859]]
Dated: June 25, 1996.
Richard W. Krimm,
Acting Associate Director for Mitigation.
[FR Doc. 96-16699 Filed 6-28-96; 8:45 am]
BILLING CODE 6718-04-P