[Federal Register Volume 61, Number 204 (Monday, October 21, 1996)]
[Rules and Regulations]
[Pages 54573-54578]
From the Federal Register Online via the Government Publishing Office [www.gpo.gov]
[FR Doc No: 96-26911]
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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
[[Page 54574]]
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:
------------------------------------------------------------------------
#Depth in
feet above
ground.
Source of flooding and location *Elevation
in feet
(NGVD).
------------------------------------------------------------------------
ARKANSAS
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Searcy (City), White County (FEMA Docket No. 7184)
Deener Creek:
At confluence with Little Red River....................... *221
Just upstream of North Main Street........................ *221
Approximately 100 feet upstream of North Maple (Highway
16)...................................................... *225
Approximately 100 feet downstream of Ella Street.......... *233
Gin Creek:
At confluence with Deener Creek........................... *221
Just upstream of Davis Drive.............................. *221
Maps are available for inspection at the City of Searcy,
City Hall, 401 West Arch, Searcy, Arkansas.
------
Washington County and Incorporated Areas (FEMA Docket No.
7184)
Middle Fork White River:
Approximately 0.22 mile upstream of Highway 16............ *1,182
Just downstream of Harris Drive (extended)................ *1,192
White River:
Approximately 2.8 miles downstream of Highway 74.......... *1,181
Just downstream of Highway 74............................. *1,195
Approximately 0.8 mile upstream of East First Avenue...... *1,215
Maps are available for inspection at the Washington County
Courthouse, 2 North College, Fayetteville, Arkansas.
Maps are available for inspection at the City of
Fayetteville City Hall, 113 West Mountain Street,
Fayetteville, Arkansas.
Maps are available for inspection at the City of Elkins City
Hall, 201 West First Street, Elkins, Arkansas.
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CALIFORNIA
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Grass Valley (City), Nevada County (FEMA Docket No. 7184)
Wolf Creek:
At the corporate limits (approximately 4,100 feet
downstream of confluence of Little Wolf Creek)........... *2,220
At confluence of Little Wolf Creek........................ *2,312
Just downstream of Freeman Lane........................... *2,351
Maps are available for inspection at the City of Grass
Valley, 125 East Main Street, Grass Valley, California.
------
Hesperia (City), San Bernardino County (FEMA Docket No.
7181)
Antelope Valley Wash:
At confluence with Mojave River........................... *2,900
Approximately 150 feet upstream of Lake Arrowhead Road.... *2,940
At Peach Avenue........................................... *2,974
Approximately 50 feet upstream of Pico Avenue............. *3,035
Approximately 200 feet upstream of Joshua Street.......... *3,120
At Ash Street............................................. *3,154
At E Avenue............................................... *3,182
Approximately 850 feet upstream of Ranchero Road.......... *3,206
Maps are available for inspection at the City of Hesperia,
15776 Main Street, Hesperia, California.
------
Nevada County (Unincorporated Areas) (FEMA Docket No. 7184)
Wolf Creek:
At Allison Ranch Road..................................... *2,041
Just downstream of Marlor Bridge.......................... *2,066
Approximately 2,950 feet upstream of Marlor Bridge........ *2,110
Approximately 100 feet upstream of private bridge......... *2,206
Approximately 4,050 feet upstream of confluence of Allison
Ranch Ditch.............................................. *2,300
Just upstream of Brunswick Road........................... *2,605
Approximately 2,980 feet upstream of Brunswick Road....... 2,677
Little Wolf Creek:
Approximately 3,300 feet above confluence with Wolf Creek. *2,451
Approximately 3,740 feet above confluence with Wolf Creek. *2,455
Maps are available for inspection at Nevada County, 950
Maidu Avenue, Nevada City, California.
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Orange County (Unincorporated Areas) (FEMA Docket No. 7177)
Arroyo Salada:
At confluence with Salt Creek............................. None
Just upstream of East Nine Drive.......................... None
Approximately 400 feet upstream of East Nine Drive........ None
Approximately 800 feet upstream of East Nine Drive........ None
Approximately 1,200 feet upstream of East Nine Drive...... None
Approximately 1,600 feet upstream of East Nine Drive...... None
Approximately 2,000 feet upstream of East Nine Drive...... None
Approximately 2,400 feet upstream of East Nine Drive...... None
Approximately 2,800 feet upstream of East Nine Drive...... None
Approximately 3,200 feet upstream of East Nine Drive...... None
Approximately 3,600 feet upstream of East Nine Drive...... None
Approximately 3,900 feet upstream of East Nine Drive...... None
Maps are available for inspection at Orange County Flood
Programs, EMA, 400 Civic Center, Santa Ana, California.
------
San Joaquin County (Unincorporated Areas) (FEMA Docket No.
7184)
North Fork Mokelumne River:
[[Page 54575]]
At divergence from South Fork Mokelumne River............. *15
Approximately 5,500 feet upstream of divergence from South
Fork Mokelumne River..................................... *15
Approximately 14,000 feet upstream of divergence from
South Fork Mokelumne River............................... *18
At Interstate Highway 5................................... *19
At confluence with Cosumnes River......................... *19
Maps are available for inspection at the San Joaquin County
Flood Control and Water Conservation District, 1810 East
Hazelton Avenue, Stockton, California.
------
Vacaville (City), Solano County (FEMA Docket No. 7181)
Ulatis Creek:
At Leisure Town Road...................................... +85
Approximately 100 feet upstream of Ulatis Drive........... +114
Approximately 2,250 feet upstream of Allison Drive........ +133
Just downstream of East Monte Vista Drive................. +172
Just downstream of Fruitvale Road......................... +195
At Farrell Road........................................... +233
Laguna Creek:
At confluence with Alamo Creek............................ +183
Approximately 100 feet upstream of Highway 80............. +205
Alamo Creek:
Approximately 2,000 feet downstream of Alamo Drive (main
channel)................................................. +100
Approximately 2,000 feet downstream of Alamo Drive (west
overbank)................................................ +103
Approximately 1,600 feet downstream of Nut Tree Road...... +108
Just upstream of Tulare Drive............................. +125
Just downstream of Crystal Lane........................... +176
At confluence with Encinosa Creek......................... +213
Approximately 5,300 feet upstream of confluence of
Encinosa Creek........................................... +234
Encinosa Creek:
At confluence with Alamo Creek............................ +213
Approximately 3,100 feet upstream of Alamo Drive.......... +233
Bucktown Creek:
Approximately 400 feet downstream of Farrell Road......... +227
Just downstream of Farrell Road........................... +229
+Elevation in feet (North American Vertical Datum of 1988)
Maps are available for inspection at the City of Vacaville
Department of Community Development, City Hall, 650
Merchant Street, Vacaville, California.
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COLORADO
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Fort Collins (City), Larimer County (FEMA Docket No. 7142)
Cooper Slough:
Approximately 150 feet downstream of the Colorado &
Southern Railroad........................................ *4,938
At confluence of East Island Divide....................... *4,944
At divergence of East Island Divide....................... *4,951
Just upstream of Vine Drive............................... *4,957
Sherry Drive Overflow:
Just upstream of Prospect Road............................ *4,902
Approximately 1,000 feet upstream of Prospect Road........ *4,903
Approximately 3,400 feet upstream of Prospect Road........ *4,913
Approximately 4,300 feet upstream of Prospect Road........ *4,916
East Island Divide:
At confluence with Cooper Slough.......................... *4,944
1,000 feet upstream of confluence with Cooper Slough...... *4,947
At divergence with Cooper Slough.......................... *4,951
State Highway 14 Overflow:
Approximately 300 feet above confluence with Lake Canal... *4,914
Approximately 800 feet above confluence with Lake Canal... *4,916
Spring Creek:
At confluence with Cache La Poudre River.................. *4,899
Just upstream of East Prospect Road....................... *4,905
Just upstream of Timberline Road.......................... *4,907
Just downstream of the Union Pacific Railroad............. *4,916
Just upstream of Welch Street............................. *4,937
Just upstream of Lemay Avenue............................. *4,942
Just upstream of Stover Street............................ *4,960
Just upstream of Remington Street......................... *4,980
Approximately 650 feet upstream of South College Avenue... *4,993
Just upstream of South Shields Street..................... *5,013
Just upstream of West Drake Road.......................... *5,057
Just upstream of South Taft Hill Road..................... *5,083
Approximately 3,000 feet upstream of South Taft Hill Road. *5,096
Approximately 5,300 feet upstream of South Taft Hill Road. *5,110
Just upstream of West Horsetooth Road..................... *5,137
Approximately 1,450 feet upstream of West Horsetooth Road. *5,149
Cache La Poudre River South of Burlington Northern Railroad
Embankment:
Approximately 4,300 feet upstream of confluence with
Boxelder Creek........................................... *4,872
Cache La Poudre River North of Burlington Northern Railroad
Embankment:
At confluence of Boxelder Creek........................... *4,866
At confluence of Cache La Poudre Low Flow Channel......... *4,873
At confluence of Cache La Poudre Left Flow Path (LPATH)... *4,879
Cache La Poudre River:
Just downstream of the Burlington Northern Railroad....... *4,858
At divergence with Cache La Poudre Low Flow Channel....... *4,883
Approximately 3,500 feet downstream of East Prospect Road. *4,886
Just upstream of East Prospect Road....................... *4,889
At confluence of Spring Creek............................. *4,900
At confluence of Cache La Poudre Right Flow Path (RPATH).. *4,902
At divergence of Cache La Poudre Left Flow Path (LPATH)... *4,913
At confluence of Lincoln Avenue Overflow (LINC)........... *4,918
At divergence of Cache La Poudre Right Flow Path (RPATH).. *4,921
Just upstream of Lemay Avenue............................. *4,933
At divergence of Lemay Avenue Overflow (Lemayds).......... *4,935
Just downstream of Lincoln Avenue......................... *4,947
At divergence of Lincoln Avenue Overflow (LINC)........... *4,951
Just upstream of North College Avenue..................... *4,965
Approximately 3,300 feet upstream of Lake Canal Diversion
Dam...................................................... *4,977
Cache La Poudre Low Flow Channel:
At confluence with Cache La Poudre River.................. *4,873
Approximately 2,600 feet upstream of confluence with Cache
La Poudre River.......................................... *4,877
At divergence with Cache La Poudre River.................. *4,885
[[Page 54576]]
Cache La Poudre Left Flow Path (LPATH):
At confluence with Cache La Poudre River.................. *4,879
Approximately 2,000 feet upstream of confluence with Cache
La Poudre River.......................................... *4,883
Approximately 5,000 feet upstream of confluence with Cache
La Poudre River.......................................... *4,897
At divergence from Cache La Poudre River.................. *4,913
Cache La Poudre Right Flow Path (RPATH):
At confluence with Cache La Poudre River.................. *4,902
Approximately 3,000 feet upstream of confluence with Cache
La Poudre River.......................................... *4,905
At divergence from Cache La Poudre River.................. *4,921
Lincoln Avenue Overflow (LINC):
Just upstream of North Lemay Avenue....................... *4,940
Just upstream of Second Street............................ *4,948
At divergence from Cache La Poudre River.................. *4,951
Lemay Avenue Overflow (Lemayds):
Approximately 900 feet downstream of Lemay Avenue......... *4,932
At North Lemay Avenue..................................... *4,934
Maps are available for inspection at the City of Fort
Collins Stormwater Utilities Department, 235 Mathews, Fort
Collins, Colorado.
------
Larimer County (Unincorporated Areas) (FEMA Docket No. 7142)
Cooper Slough:
Just upstream of State Highway 14......................... *4,928
Shallow flooding north of State Highway 14................ #3
Just upstream of Colorado & Southern Railroad............. *4,943
Just downstream of Vine Drive............................. *4,954
State Highway 14 Overflow:
Just upstream of Lake Canal............................... *4,913
Just downstream of State Highway 14....................... *4,926
Just upstream of State Highway 14......................... *4,628
At intersection of Weicke Drive and John Deere Road....... #3
Sherry Drive Overflow:
Approximately 80 feet upstream of Prospect Road........... *4,902
Approximately 1,600 feet upstream of Prospect Road........ *4,904
Approximately 500 feet downstream of Sherry Drive......... *4,916
Approximately 750 feet upstream of Sherry Drive........... *4,920
Spring Creek:
Approximately 960 feet upstream of South Taft Hill Road... *5,083
Approximately 2,600 feet upstream of South Taft Hill Road. *5,093
Just downstream of West Horsetooth Road................... *5,137
Approximately 1,900 feet upstream of West Horsetooth Road. *5,155
Cache La Poudre River South of Burlington Northern Railroad
Embankment:
At Horsetooth Road........................................ *4,855
Approximately 300 feet upstream of Horsetooth Road........ *4,856
Approximately 2,500 feet upstream of Horsetooth Road...... *4,860
Approximately 4,000 feet above confluence with Boxelder
Creek.................................................... *4,872
Cache La Poudre River North of Burlington Northern Railroad
Embankment:
Approximately 300 feet upstream of Horsetooth Road........ *4,856
At confluence with Boxelder Creek......................... *4,866
Approximately 6,000 feet upstream of confluence with
Boxelder Creek........................................... *4,876
Cache La Poudre River:
Approximately 200 feet upstream of Boxelder Ditch
Diversion Dam............................................ *4,894
At confluence of Lincoln Avenue Overflow.................. *4,918
Just upstream of Lemay Avenue............................. *4,933
Just upstream of Shields Street........................... *4,986
Approximately 300 feet upstream of Josh Ames Diversion Dam *4,994
Northeast of intersection of Taft Hill Road and Burlington
Northern Railroad........................................ *5,010
Approximately 500 feet upstream of Taft Hill Road......... *5,020
Just upstream of Overland Trail........................... *5,053
Just upstream of N Dam.................................... *5,078
Just upstream of State Highway 28......................... *5,106
Approximately 1,800 feet upstream of State Highway 28..... *5,116
Cache La Poudre Lincoln Avenue Overflow (LINC):
Approximately 7,900 feet upstream of State Highway 14..... *4,940
Lemay Avenue Overflow (Lemayds):
At intersection of Industrial Drive and Lincoln Avenue.... #2
Just downstream of Airpark Road........................... *4,925
Just upstream of Link Lane................................ *4,930
Just upstream of Lemay Avenue............................. *4,935
Cache La Poudre Left Flow Path (LPATH):
Just upstream of Prospect Road............................ *4,891
Approximately 5,300 feet upstream of Prospect Road........ *4,906
Approximately 6,250 feet upstream of Prospect Road........ *4,909
Dry Creek:
At confluence with Cache La Poudre River.................. *4,918
Just upstream of State Highway 14......................... *4,920
Maps are available for inspection at the Larimer County
Courthouse, Engineering Department, 218 West Mountain
Street, Fort Collins, Colorado.
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MISSOURI
-------------------------------------------------------------
Poplar Bluff (City), Butler County (FEMA Docket No. 7184)
Pike Creek:
Just upstream of the Missouri Pacific Railroad............ *336
At confluence of Black Creek.............................. *339
At confluence of Sunset Creek............................. *340
Approximately 400 feet downstream of confluence of North
Branch Pike Creek........................................ *346
North Branch Pike Creek:
Approximately 350 feet upstream of confluence with Pike
Creek.................................................... *347
Approximately 2,000 feet upstream of confluence with Pike
Creek.................................................... *364
At confluence of East Fork Pike Creek..................... *382
Approximately 100 feet upstream of Russell Road........... *410
Just upstream of Oak Grove Road........................... *427
Hogg Creek:
At confluence with Pike Creek............................. *339
Just upstream of Tremont Street........................... *345
Approximately 150 feet upstream of Pershing Street........ *354
Just upstream of Gray Street.............................. *393
Just upstream of North 14th Street........................ *422
Hogg Creek Tributary:
At confluence with Hogg Creek............................. *347
Approximately 500 feet upstream of confluence with Hogg
Creek.................................................... *351
Just downstream of Highland Road.......................... *358
Park Creek:
Just upstream of Fifth Street............................. *338
At Sixth Street........................................... *339
Just upstream of Eighth Street............................ *340
Just upstream of Oakwood Drive............................ *346
[[Page 54577]]
Shady Creek:
Approximately 400 feet downstream of North Main Street.... *352
Approximately 150 feet upstream of Montclair Drive........ *359
Just upstream of Fox Drive................................ *379
Just upstream of Shady Lane............................... *399
Approximately 500 feet upstream of Woodstone Road......... *429
Woodlawn Branch:
Approximately 200 feet downstream of East Avondale Drive.. *346
Just upstream of confluence of Clay Creek................. *351
Just upstream of South Avondale Drive..................... *354
Maps are available for inspection at the City of Poplar
Bluff, 114 Elm Street, Poplar Bluff, Missouri.
------
Butler County (Unincorporated Areas) (FEMA Docket No. 7184)
Pike Creek:
Just upstream of U.S. Highway 67 southbound............... *339
Approximately 800 feet upstream of Roxie Road............. *340
Just upstream of Highway PP............................... *346
Approximately 800 feet upstream of confluence of North
Branch Pike Creek........................................ *347
North Branch Pike Creek:
Approximately 700 feet downstream of Holly Trail, at the
City of Poplar Bluff corporate limits.................... *411
Just upstream of Holly Trail.............................. *420
At Oak Grove Road......................................... *427
Maps are available for inspection at 114 Elm Street, Poplar
Bluff, Missouri.
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OKLAHOMA
-------------------------------------------------------------
Adair County (Unincorporated Areas) (FEMA Docket No. 7184)
Caney Creek:
Approximately 3,900 feet downstream of confluence with
Spring Tributary......................................... *976
Approximately 1,600 feet upstream of County Road.......... *1,042
Approximately 1,850 feet upstream of County Road.......... *1,044
Approximately 5,500 feet upstream of confluence with
Eighth Street Tributary.................................. *1,059
Approximately 300 feet upstream of Oklahoma Avenue........ *1,118
Eighth Street Tributary:
At confluence with Caney Creek............................ *1,054
Approximately 150 feet downstream of Eighth Street........ *1,068
Master Drain Tributary:
At confluence with Caney Creek............................ *1,050
Maps are available for inspection at the Adair County
Courthouse, Stilwell, Oklahoma.
------
Stilwell (City), Adair County (FEMA Docket No. 7184)
Caney Creek:
Approximately 3,000 feet downstream of Olive Street (at
the corporate limits).................................... *1,042
Approximately 2,700 feet downstream of Olive Street (at
the corporate limits).................................... *1,044
Approximately 700 feet downstream of Olive Street (at the
corporate limits)........................................ *1,059
Just downstream of Elm Street............................. *1,085
Just upstream of Oklahoma Avenue (at the corporate limits) *1,118
Eighth Street Tributary:
Approximately 350 feet downstream of Eighth Street (at the
corporate limits)........................................ *1,065
Approximately 100 feet downstream of Eighth Street (at the
corporate limits)........................................ *1,068
Maps are available for inspection at the City Clerk's
Office, 503 West Division, Stilwell, Oklahoma.
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OREGON
-------------------------------------------------------------
Keizer (City), Marion County (FEMA Docket No. 7134)
Willamette River:
Approximately 900 feet downstream of Riverwood Drive
extended, at the City of Keizer corporate limits......... *135
Approximately 650 feet upstream of Cummings Lane extended. *136
Approximately 1,000 feet upstream of Way Drive extended,
at the City of Keizer corporate limits................... *138
Maps are available for inspection at City Hall, 930 Chemawa
Road, Northeast, Keizer, Oregon.
-------------------------------------------------------------
TEXAS
-------------------------------------------------------------
Aledo (City), Parker County (FEMA Docket No. 7181)
Clear Fork Trinity River:
At the southern corporate limit........................... *792
At confluence of the unnamed tributary near Hidden Valley
Drive.................................................... *795
At Old Tunnel Road on the western corporate limit......... *798
Maps are available for inspection at the City of Aledo,
Aledo City Hall, 200 Old Annetta Road, Aledo, Texas.
------
Annetta (Town), Parker County (FEMA Docket No. 7181)
Clear Fork Trinity River:
At eastern corporate limit, south of Annetta Road......... *800
Just upstream of Annetta Road............................. ..........
At eastern corporate limit, near South Fork Trinity River. *804
Maps are available for inspection at the Town of Annetta
City Office, 405-407 Highway 1187 North, Aledo, Texas.
------
Annetta North (Town), Parker County (FEMA Docket No. 7181)
Clear Fork Trinity River:
Just upstream of Union Pacific Railroad Bridge............ *808
At eastern corporate limit, approximately 3,000 feet
upstream of Underwood Road............................... *809
Approximately 2 miles upstream of Underwood Road.......... *816
Maps are available for inspection at the home of the Town
Secretary, Town of Annetta North, 457 Quail Ridge Drive,
Aledo, Texas.
------
Annetta South (Town), Parker County (FEMA Docket No. 7181)
Clear Fork Trinity River:
At the southern corporate limit........................... *786
At the northern corporate limit........................... *789
Maps are available for inspection at the home of The
Honorable Douglas Koldin, Mayor, Town of Annetta South, 403
Koldin Drive, Aledo, Texas.
------
Collin County (Unincorporated Areas) (FEMA Docket No. 7134)
Lake Ray Hubbard:
From Collin County-Rockwall County boundary to State
Highway 78............................................... *437
Maps are available for inspection at the Collin County
Department of Public Works, Collin County Courthouse, 210
South McDonald Street, McKinney, Texas.
------
Parker County (Unincorporated Areas) (FEMA Docket No. 7181)
Clear Fork Trinity River:
[[Page 54578]]
At Tarrant County-Parker County Line...................... *734
Just downstream of Armageddon Ranch Road.................. *752
At Underwood Road......................................... *808
Approximately 150 feet upstream of Crown Road Bridge...... *843
At City of Weatherford corporate limits................... *856
Stream CF(WP)-1:
Approximately 1,200 feet downstream of East Bankhead Drive *827
Approximately 120 feet downstream of East Bankhead Drive.. *835
Just upstream of East Bankhead Drive...................... *841
Maps are available for inspection at the Office of the
County Judge, Floodplain Department, One Courthouse Square,
Weatherford, Texas.
------
Weatherford (City), Parker County (FEMA Docket No. 7181)
Clear Fork Trinity River:
At the corporate limits,..................................
Approximately 1,000 feet downstream of West Lake Drive.... *856
Approximately 400 feet upstream of West Lake Road......... *860
Maps are available for inspection at the City of Weatherford
Department of Code Enforcement, City Hall, 303 Palo Pinto
Street, Weatherford, Texas.
------
Willow Park (City), Parker County (FEMA Docket No. 7181)
Clear Fork Trinity River:
At the corporate limits, approximately 400 feet downstream
of East Bankhead Highway................................. *830
Approximately 100 feet upstream of Interstate Highway 20.. *834
At the upstream corporate limits, approximately 6,300 feet
upstream of Interstate Highway 20 westbound.............. *843
Maps are available for inspection at the City of Willow Park
City Hall, 101 Stage Coach Trail, Willow Park, Texas.
-------------------------------------------------------------
------------------------------------------------------------------------
(Catalog of Federal Domestic Assistance No. 83.100, ``Flood
Insurance')
Richard W. Krimm,
Executive Associate Director, Mitigation Directorate.
[FR Doc. 96-26911 Filed 10-18-96; 8:45 am]
BILLING CODE 6718-04-P