71262 Federal Register / Vol. 65, No. 231 / Thursday, November 30, 2000 / Rules and Regulations

State and county Location

Dates and name of newspaper where notice was

published

Chief executive officer

of community

Effective date of

modification

Community

number

Washington City of Beaverton October 4, 2000, October

11, 2000,

The Oregonian

The Honorable Rob Drake, Mayor,

City of Beaverton, P.O. Box

4755, Beaverton, Oregon 97076.

May 25, 2000 ............ 410240

Washington Unincorporated

Areas.

October 4, 2000, October

11, 2000,

The Oregonian

The Honorable Tom Brian, Chairman, Washington County,

Board of Commissioners, 155

North First Avenue, Suite 300,

M.S. 22, Hillsboro, Oregon

97124–3072.

May 25, 2000 ............ 410238

Texas:

Dallas .......... City of Dallas ..... September 29, 2000, October 6, 2000, Dallas

Morning News.

The Honorable Ron Kirk, Mayor,

City of Dallas, 1500 Marilla

Street, Suite 5EN, Dallas, Texas

75201.

January 4, 2001 ........ 480171

Harris ........... City of Houston September 15, 2000,

September 22, 2000,

Houston Chronicle.

The Honorable Lee Brown, Mayor,

City of Houston, P.O. Box 1562,

Houston, Texas 77251–1562.

August 24, 2000 ........ 480296

Harris ........... Unincorporated

Areas.

September 15, 2000,

September 22, 2000,

Houston Chronicle.

The Honorable Robert Eckels,

Harris County Judge, 1001

Preston Street, Suite 911,

Houston, Texas 77002.

August 24, 2000 ........ 480287

Hays ............ City of Kyle ........ June 22, 2000, June 29,

2000, The Free Press.

The Honorable James Adkins,

Mayor, City of Kyle, P.O. Box

40, Kyle, Texas 78640.

September 27, 2000 481108

Tarrant ......... City of Keller ...... October 17, 2000, October 24, 2000,

The Keller Citizen

The Honorable Dave Philips,

Mayor, City of Keller, P.O. Box

770, Keller, Texas 76244.

October 3, 2000 ........ 480602

Travis ........... City of Austin ..... September 29, 2000, October 4, 2000, Austin

American Statesman.

The Honorable Kirk Wilson,

Mayor, City of Austin, 124 West

8th Street, Austin, Texas 78701.

January 4, 2001 ........ 480624

Williamson ... City of Leander .. September 27, 2000, October 4, 2000, Hill

Country News.

The Honorable Larry Barnett,

Mayor, City of Leander, P.O.

Box 319, Leander, Texas 78646.

January 2, 2001 ........ 481536

Virginia:

Albermarle ... Unincorporated

Areas.

July 27, 2000, August 3,

2000, Daily Progress.

The Honorable Robert W. Tucker,

Jr., Albermarle County Executive, Albermarle County Office

Building, 401 McIntire Road,

Charlottesville, Virginia 22902.

July 5, 2000 ............... 510006

(Catalog of Federal Domestic Assistance No.

83.100, ‘‘Flood Insurance’’)

Dated: November 21, 2000.

Michael J. Armstrong,

Associate Director for Mitigation.

[FR Doc. 00–30559 Filed 11–29–00; 8:45 am]

BILLING CODE 6718–04–P

FEDERAL EMERGENCY

MANAGEMENT AGENCY

44 CFR Part 67

Final Flood Elevation Determinations

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)

matt.miller@fema.gov.

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.

Federal Register / Vol. 65, No. 231 / Thursday, November 30, 2000 / Rules and Regulations 71263

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.

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 [Amended]

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)

FLORIDA

Kissimmee (City), Osceola

County (FEMA Docket No.

7279)

East City Canal:

At confluence with Lake

Tohopekaliga ..................... *57

Approximately 700 feet upstream of West Vine Street *68

West City Canal:

Confluence with Lake

Tohopekaliga ..................... *57

At confluence with East City

Canal ................................. *68

Shingle Creek:

Approximately 1.14 miles upstream of CSX Transportation .................................. *66

Approximately 0.74 mile upstream of State Road 530 *73

Maps available for inspection

at the Kissimmee City Hall,

Engineering Department, 2nd

Floor, 101 North Church

Street, Kissimmee, Florida.

———

Osceola County (Unincorporated Areas) (FEMA

Docket No. 7279)

Peg Horn Slough:

Approximately 150 feet upstream of confluence with

St. Cloud Canal (Canal 31) **61

Approximately 950 feet upstream of Missouri Avenue **72

C–33 Canal:

Confluence with Lake Gentry **66

Confluence of Alligator Lake **66

Canoe Creek (C–34 Canal):

Downstream side of Canoe

Creek Road (SR 523) ....... **56

At confluence with Lake Gentry ....................................... **66

WPA Canal:

At confluence with Lake

Tohopekaliga ..................... **57

Approximately 0.9 mile upstream of West New Nolte

Road .................................. **73

West City Canal:

Confluence with Lake

Tohopekaliga ..................... **57

Downstream side of U.S.

Route 17/92 ....................... **58

Shingle Creek:

Confluence with Lake

Tohopekaliga ..................... **57

Approximately 200 feet upstream of Osceola Parkway .................................... **76

West Branch Shingle Creek:

Just downstream of Poinciana Boulevard ................. **67

Approximately 0.8 mile upstream of Scott Boulevard **71

West Branch Shingle: Creek

Tributary:

At confluence with West

Branch Shingle Creek ....... **65

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 400 feet upstream of Poinciana Boulevard .................................... **67

St. Johns River:

Approximately 0.7 mile downstream of downstream

county boundary ................ **17

Approximately 20.5 miles upstream of downstream

county boundary ................ **19

Lake Hatchineha:

Entire shoreline within county **56

Alligator Lake:

Entire shoreline within county **66

Lake Gentry:

Entire shoreline within county **66

Brick Lake:

Entire shoreline within county **66

Pearl Lake:

Entire shoreline within county **66

Lake Lizzy:

Entire shoreline within county **66

Sardine Lake:

Entire shoreline within county **66

Live Oak Lake:

Entire shoreline within county **66

Trout Lake:

Entire shoreline within county **66

Lake Joel:

Entire shoreline within county **63

Lake Preston:

Entire shoreline within county **63

Lake Myrtle:

Entire shoreline within county **63

Lake Bullock:

Entire shoreline within county **66

Lake Center:

Entire shoreline within county **66

Coon Lake:

Entire shoreline within county **66

Reedy Creek Tributary No. 1:

Approximately 7,000 feet

downstream of Marigold

Avenue .............................. **65

Approximately 0.45 mile upstream of San Miguel

Road .................................. **68

Reedy Creek Tributary No. 2:

Approximately 4,430 feet

downstream of Marigold

Avenue .............................. **66

Approximately 870 feet upstream of Marigold Avenue **67

Reedy Creek Tributary No. 3:

Approximately 0.75 mile

downstream of Doverplum

Avenue .............................. **63

Downstream side of San

Remo Road ....................... **68

Lake Davenport:

Entire shoreline within county **112

Davenport Creek:

Approximately 1 mile downstream of State Route 545 **80

Downstream side of Oak Island Road .......................... **108

Davenport Creek Tributary No.

1:

At confluence with Davenport

Creek ................................. **107

At the upstream side of North

Goodman Road ................. **112

Davenport Creek Tributary No.

2:

At confluence with Davenport

Creek ................................. **106

Approximately 0.91 mile upstream of confluence with

Davenport Creek ............... **107

71264 Federal Register / Vol. 65, No. 231 / Thursday, November 30, 2000 / Rules and Regulations

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

**North American Vertical

Datum of 1988.

Maps available for inspection

at the County Administrative

Building, Engineering Department, Room 249, 17 South

Vernon Avenue, Kissimmee,

Florida.

———

St. Cloud (City), Osceola

County (FEMA Docket No.

7279)

Peg Horn Slough:

Approximately 1,975 feet

downstream of Kissimmee

Park Road ......................... *62

Approximately 150 feet

downstream of Missouri

Avenue .............................. *70

WPA Canal:

Upstream side of Old Canoe

Creek Road ....................... *68

At St. Cloud Airfield .............. *73

Maps available for inspection at the Municipal Services Complex, Public Works

Department, 2901 17th

Street, St. Cloud, Florida.

GEORGIA

Atlanta (City), DeKalb County

(FEMA Docket No. D–7502)

Lullwater Creek:

Approximately 150 feet upstream of downstream

Lullwater Parkway crossing *894

Approximately 1,100 feet upstream of upstream

Lullwater Parkway crossing *911

South Fork Peachtree Creek:

Approximately 2,200 feet

downstream of Johnson

Road .................................. *830

Approximately 1,755 feet upstream of Johnson Road ... *836

Maps available for inspection

at the City of Atlanta Site Development Office, 55 Trinity

Avenue, S.W., Atlanta, Georgia.

———

Bloomingdale (City), Chatham County (FEMA Docket No. D–7502)

Tributary 2:

At confluence with

Pipemakers Canal ............. *19

At a point just upstream of

Southern Railway .............. *23

Maps available for inspection

at the Bloomingdale City

Hall, 8 West Highway 80,

Bloomingdale, Georgia.

———

Chamblee (City), Decatur

County (FEMA Docket No.

D–7502)

North Fork Peachtree Creek

Tributary B:

Approximately 575 feet upstream of Buford Highway *913

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 950 feet upstream of Buford Highway *915

Maps available for inspection

at the Chamblee City Hall,

5468 Peachtree Road,

Chamblee, Georgia.

———

Clarkston (City), DeKalb

County (FEMA Docket No.

D–7502)

South Fork Peachtree Creek:

Approximately 225 feet upstream of Interstate Route

285 ..................................... *941

Approximately 50 feet upstream of the upstream

corporate limits .................. *962

Maps available for inspection

at the Clarkston City Hall,

3921 Church Street,

Clarkston, Georgia.

———

Decatur (City), DeKalb

County (FEMA Docket No.

D–7502)

Peavine Creek:

Approximately 70 feet downstream of Peavine Creek

Tributary ............................ *933

Approximately 30 feet downstream of Peavine Creek

Tributary ............................ *934

Maps available for inspection

at the City of Decatur Engineering Department, 2635

Talley Street, Decatur, Georgia.

———

DeKalb County (Unincorporated Areas) FEMA

Docket No. D–7502)

North Fork Peachtree Creek

Tributary D–2:

Approximately 150 feet

downstream of Briarcliff

Road .................................. *875

Approximately 500 feet upstream of Aspen Drive ...... *966

North Fork Peachtree Creek

Tributary B:

At confluence with North

Fork Peachtree Creek ....... *861

Approximately 575 feet upstream of Buford Highway *913

North Fork Peachtree Creek

Tributary C:

At confluence with North

Fork Peachtree Creek ....... *914

Approximately 2,480 feet upstream of Lynnray Drive .... *982

South Fork Peachtree Creek

Tributary C:

At confluence with South

Fork Peachtree Creek ....... *905

Approximately 300 feet upstream of North Arcadia

Avenue .............................. *966

South Form Peachtree Creek

Tributary B:

At confluence with South

Fork Peachtree Creek ....... *988

Approximately 800 feet upstream of Pine Valley

Road .................................. *1,071

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

North Fork Peachtree Creek

Tributary D–1:

Approximately 80 feet upstream of the confluence

with North Fork Peachtree

Creek ................................. *864

Approximately 900 feet upstream of Greenoaks Circle ...................................... *988

North Fork Peachtree Creek

Tributary A:

At confluence with North

Fork Peachtree Creek ....... *849

Upstream side of Eighth

Street ................................. *926

North Fork Peachtree Creek:

At downstream county

boundary ............................ *820

Approximately 0.7 mile upstream of Pleasantdale

Road .................................. *924

South Fork Peachtree Creek:

At county boundary ............... *828

Approximately 3,300 feet upstream of Elmdale Drive .... *1,063

North Fork Peachtree Creek

Tributary D–3:

At confluence with North

Fork Peachtree Creek Tributary D–1 ........................... *918

Approximately 0.4 mile upstream of Greenbrook Way *968

Peavine Creek:

At confluence with South

Fork Peachtree Creek ....... *840

At Scott Boulevard ................ *952

Peachtree Branch:

At confluence with North

Fork Peachtree Creek ....... *887

Approximately 1.5 mile upstream of Interstate Route

285 ..................................... *966

South Fork Peachtree Creek

Tributary A:

At confluence with South

Fork Peachtree Creek ....... *978

Approximately 2,250 feet upstream of Woburn Drive .... *1,040

Perimeter Creek:

At confluence with Nancy

Creek ................................. *870

Approximately 90 feet downstream of Arlington Drive .. *1,058

Nancy Creek:

Approximately 800 feet

downstream of Evergreen

Drive .................................. *853

Approximately 25 feet downstream of Laurelwood

Road .................................. *983

Lullwater Creek:

At confluence with Peavine

Creek ................................. *869

Approximately 150 feet upstream of downstream

Lullwater Parkway ............. *894

Henderson Mill Creek:

At confluence with Peachtree

Creek ................................. *890

Approximately 0.77 mile upstream of Interstate Route

285 ..................................... *1,006

North Fork Nancy Creek:

At confluence with Nancy

Creek ................................. *876

Approximately 525 feet upstream of confluence with

Nancy Creek ...................... *876

Panthers Branch:

Federal Register / Vol. 65, No. 231 / Thursday, November 30, 2000 / Rules and Regulations 71265

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

A point approximately 815

feet upstream of Rock

Springs Road ..................... *786

A point approximately 1,200

feet upstream of Thompson Mill Road .................... *808

Fowler Branch:

At confluence with Cobbs

Creek ................................. *804

Approximately 0.4 mile upstream of confluence with

Cobbs Creek ..................... *804

Nancy Creek Tributary A:

At confluence with Nancy

Creek ................................. *931

Downstream side of

Peachford Road ................ *932

Nancy Creek Tributary B:

At confluence with Nancy

Creek ................................. *929

Approximately 1,225 feet upstream of confluence with

Nancy Creek ...................... *929

Honey Creek:

Approximately 1,175 feet

downstream of Honey

Creek Tributary A .............. *767

Approximately 200 feet

downstream of Honey

Creek Tributary A .............. *770

North Fork Peachtree Creek

Tributary No. 2:

Approximately 1,600 feet

downstream of English

Oak Drive .......................... *943

Approximately 375 feet

downstream of English

Oak Drive .......................... *953

South Fork Peachtree Creek

Tributary:

Approximately 225 feet

downstream of North Decatur Road ......................... *902

Approximately 50 feet upstream of Landover Drive .. *908

Maps available for inspection

at the DeKalb County Roads

and Drainage Department,

4305 Memorial Drive, Decatur, Georgia.

———

Doraville (City), DeKalb

County (FEMA Docket No.

D–7502)

Nancy Creek:

At Tilly Mill Road ................... *953

Approximately 1,450 feet upstream of Tilly Mill Road ... *958

Maps available for inspection

at the Doraville City Hall,

3725 Park Avenue, Doraville,

Georgia.

MAINE

Benton (Town), Kennebec

County (FEMA Docket No.

D–7502)

Sebasticook River:

At downstream corporate limits ....................................... *61

Approximately 1,450 feet

downstream from corporate limits ....................... *108

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Maps available for inspection

at the Benton Town Office,

1279 Clinton Avenue, Benton, Maine.

———

Waterville (City), Kennebec

County (FEMA Docket No.

D–7502)

Kennebec River:

At downstream corporate limits ....................................... *56

Approximately 1,990 feet upstream of confluence of

Holland Brook .................... *92

Messalonskee Stream:

At confluence with Kennebec

River .................................. *58

At Automatic Project Dam .... *79

Maps available for inspection

at the Waterville City Hall, 1

Common Street, Waterville,

Maine.

———

Winslow (Town), Kennebec

County (FEMA Docket No.

D–7502)

Kennebec River:

At downstream corporate limits ....................................... *56

Approximately 200 feet

above upstream corporate

limits .................................. *92

Sebasticook River:

At confluence with Kennebec

River .................................. *61

At upstream corporate limits *61

Maps available for inspection

at the Town of Winslow Assessor’s Office, 16 Benton

Avenue, Winslow, Maine.

NEW YORK

Litchfield (Town), Herkimer

County (FEMA Docket No.

D–7502)

Steele Creek:

Approximately 440 feet

downstream of the most

downstream crossing of

State Route 51 .................. *703

Approximately 150 feet upstream of Jordanville Road *1,213

Maps available for inspection

at the Litchfield Town Clerk’s

Office, 1250 Albany Road,

Claysville, New York.

NORTH CAROLINA

Burke County (Unincorporated Areas) (FEMA

Docket No. D–7502)

Drowning Creek:

A point approximately 500

feet downstream of Cape

Hickory Road ..................... *969

A point approximately 0.86

mile upstream of the confluence of Drowning Creek

Tributary 2 ......................... *1,002

Drowning Creek Tributary 1:

At the confluence with

Drowning Creek ................. *980

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

A point approximately 700

feet upstream of Wilson

Road .................................. *1,026

Drowning Creek Tributary 2:

At the confluence with

Drowning Creek ................. *989

A point approximately 1.11

miles upstream of the confluence of Drowning Creek

Tributary 3 ......................... *1,045

Drowning Creek Tributary 3:

At the confluence with

Drowning Creek Tributary

2 ......................................... *1,006

A point approximately 1,450

feet upstream of Tex’s Fish

Camp Road ....................... *1,024

Henry Fork:

A point approximately 1.27

miles downstream of Henry

River Road ........................ *927

A point approximately 1.02

miles downstream of Henry

River Road ........................ *928

Maps available for inspection

at the Burke County Community Development Department, Avery Avenue Government Building, 200 Avery Avenue, Morganton, North

Carolina.

PENNSYLVANIA

Allen (Township), Northampton County (FEMA

Docket No. 7307)

Lehigh River:

Approximately 1.03 miles upstream of State Route 329 *304

Approximately 1.02 miles

downstream of State Route

145 ..................................... *321

Catasauqua Creek:

A point approximately 0.52

mile downstream of dam ... *303

Approximately 150 feet upstream of Private Road ..... *326

Hokendauqua Creek:

Approximately 0.4 mile downstream of State Route 329 *321

Approximately 1,320 feet upstream of State Route 329 *329

Maps available for inspection

at the Allen Township Hall,

4714 Indian Trail Road,

Northampton, Pennsylvania.

———

Bethlehem (City), Northampton County (FEMA

Docket 7307)

Lehigh River:

Just downstream of

Freemansburg Highway

bridge ................................. *223

Approximately 0.18 mile upstream of CONRAIL Railroad ................................... *236

Saucon Creek:

At the confluence of Lehigh

River .................................. *224

At the centerline of

Friedensville Road ............. *277

71266 Federal Register / Vol. 65, No. 231 / Thursday, November 30, 2000 / Rules and Regulations

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Maps available for inspection

at the Bethlehem City Hall,

Planning Office, 10 East

Church Street, Bethlehem,

Pennsylvania.

———

Bethlehem (Township),

Northampton County

(FEMA Docket No. 7307)

Lehigh River: 

Approximately 1.97 miles upstream of Chain Dam ........ *210

Approximately 0.8 mile downstream of Freemansburg

Highway bridge .................. *221

Maps available for inspection

at the Bethlehem Township

Municipal Building, 4225

Easton Avenue, Bethlehem,

Pennsylvania.

———

East Allen (Township),

Northampton County

(FEMA Docket No. 7307)

Monocacy Creek:

Downstream of Mill Street .... *406

Approximately 1,000 feet

downstream of Mill Street *406

Maps available for inspection

at the East Allen Township

Offices, 5344 Nor-Bath Boulevard, Northampton, Pennsylvania.

———

Easton (City), Northampton

County (FEMA Docket No.

7307)

Lehigh River:

Approximately 528 feet

downstream of Easton

Dam ................................... *195

Approximately 1.55 miles upstream of Chain Dam ........ *208

Delaware River:

Approximately 1 mile upstream of Interstate 78 ...... *191

Approximately 1.23 miles upstream of confluence with

Bushkill Creek ................... *199

Maps available for inspection

at the Easton City Hall, 1

South Third Street, Easton,

Pennsylvania.

———

Forks (Township), Northampton County (FEMA

Docket No. 7307)

Delaware River:

Approximately 1.16 miles upstream of confluence with

Bushkill Creek ................... *199

Approximately 0.54 mile

downstream of confluence

with Mud Run .................... *206

Maps available for inspection

at the Forks Township Hall,

1606 Sullivan Trail, Easton,

Pennsylvania.

———

Freemansburg (Borough),

Northampton County

(FEMA Docket No. 7307)

Lehigh River: 

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 420 feet upstream of confluence with

Nancy Creek ...................... *222

Approximately 1.26 miles

downstream of confluence

with Monocacy Creek ........ *226

Maps available for inspection

at the Freemansburg Borough Hall, 600 Monroe

Street, Freemansburg, Pennsylvania.

———

Glendon (Borough), Northampton County (FEMA

Docket No. 7307)

Lehigh River:

Approximately 0.31 mile

downstream of Glendon

Parkway ............................. *195

Approximately 0.27 mile upstream of Chain Dam ........ *203

Maps available for inspection

at the Glendon Borough Hall,

24 Franklin Street, Easton,

Pennsylvania.

———

Hellertown (Borough),

Northampton County

(FEMA Docket No. 7307

Saucon Creek:

Approximately 1,435 feet

downstream of confluence

of Black River .................... *260

Approximately 540 feet

downstream of Meadows

Road .................................. *296

Maps available for inspection

at the Hellertown Borough

Municipal Building, 685 Main

Street, Hellertown, Pennsylvania.

———

Lehigh (Township), Northampton County (FEMA

Docket No. 7307

Lehigh River:

Approximately 1.02 miles

downstream of State Route

145 ..................................... *321

At the county boundary ......... *388

Maps available for inspection

at the Lehigh Township Municipal Building, 1069 Municipal Road, Walnutport, Pennsylvania.

———

Lower Mount Bethel (Township), Northampton County (FEMA Docket No. 7307

Delaware River:

Approximately 0.44 mile

downstream of confluence

with Mud Run .................... *207

Just downstream of the Riverton-Belvidere Highway

bridge ................................. *255

Maps available for inspection

at the Lower Mount Bethel

Township Hall, 6984 South

Delaware Drive, Martins

Creek, Pennsylvania.

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

———

Lower Saucon (Township),

Northampton County

(FEMA Docket No. 7307

Lehigh River:

Approximately 1.61 miles upstream of Chain Dam ........ *209

Just upstream of

Freemansburg Highway

bridge ................................. *223

Saucon Creek:

Approximately 50 feet upstream of Friedensville

Road .................................. *278

At the county boundary ......... *337

Maps available for inspection

at the Lower Saucon Township Hall, 3700 Old Philadelphia Pike, Bethlehem, Pennsylvania.

———

North Catasauqua (Borough), Northampton

County (FEMA Docket No.

7307

Lehigh River:

At the county boundary ......... *281

Approximately 1,900 feet

downstream of confluence

with Dry Run ...................... *287

Maps available for inspection

at the North Catasauqua Borough Hall, 1066 Fourth

Street, North Catasauqua,

Pennsylvania.

———

Northampton (Borough),

Northampton County

(FEMA Docket No. 7307

Lehigh River:

Approximately 1,900 feet

downstream of confluence

with Dry Run ...................... *287

Approximately 1.16 miles upstream of Route 329 ......... *305

Maps available for inspection

at the Northampton Borough

Office, 1401 Laubach Avenue, Northampton, Pennsylvania.

———

Palmer (Township), Northampton County (FEMA

Docket No. 7307)

Lehigh River:

Approximately 0.63 mile

downstream of Chain Dam *195

Approximately 1.71 miles upstream of Chain Dam ........ *209

Maps available for inspection

at the Palmer Township Hall,

3 Weller Place, Palmer,

Pennsylvania.

———

Plainfield (Township), Northampton County (FEMA

Docket No. 7307)

West Branch Little Bushkill

Creek:

Approximately 460 feet

downstream of State Route

512 ..................................... *682

Approximately 300 feet

downstream of Male Street *689

Federal Register / Vol. 65, No. 231 / Thursday, November 30, 2000 / Rules and Regulations 71267

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Maps available for inspection

at the Plainfield Township

Hall, 6292 Sullivan Trail,

Nazareth, Pennsylvania.

———

Portland (Borough), Northampton County (FEMA

Docket No. 7307)

Delaware River:

Approximately 0.36 mile

downstream of confluence

with Jacoby Creek ............. *294

Approximately 0.60 mile upstream of confluence with

Jacoby Creek .................... *299

Maps available for inspection at the Portland Borough Building, 1 Division

Street, Portland, Pennsylvania.

———

Upper Mt. Bethel (Township), Northampton County (FEMA Docket No.

7307)

Delaware River:

Just downstream of RivertonBelvidere Highway bridge *255

Approximately 110 feet

downstream of the county

boundary ............................ *313

Maps available for inspection

at the Mt. Bethel Township

Hall, 387 Ye Olde Highway,

Mt. Bethel, Pennsylvania.

———

Walnutport (Borough),

Northampton County

(FEMA Docket No. 7307)

Lehigh River:

Approximately 1.05 miles

downstream of Route 946

(Main Street) ...................... *358

Approximately 0.4 mile upstream of Route 946 (Main

Street) ................................ *367

Maps available for inspection

at the Walnutport Borough

Offices, 417 Lincoln Avenue,

Walnutport, Pennsylvania.

———

West Easton (Borough),

Northampton County

(FEMA Docket No. 7307)

Lehigh River:

Approximately 0.88 mile

downstream of Glendon

Parkway ............................. *195

Approximately 50 feet downstream side of 25th Street *195

Maps available for inspection

at the West Easton Borough

Hall, 237 7th Street, West

Easton, Pennsylvania.

———

Williams (Township), Northampton County (FEMA

Docket No. 7307)

Lehigh River:

Approximately 0.27 mile upstream of Chain Dam ........ *203

Approximately 1.61 miles upstream of Chain Dam ........ *209

Delaware River:

At the county boundary ......... 165

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 1 mile upstream of Interstate 78 ...... *191

Maps available for inspection

at the Williams Township Municipal Building, 655 Cider

Press Road, Easton, Pennsylvania.

———

Wilson (Borough), Northampton County (FEMA

Docket No. 7307)

Lehigh River:

Approximately 500 feet

downstream of 25th Street *195

Approximately 950 feet upstream of 25th Street ........ *195

Maps available for inspection

at the Wilson Borough Hall,

2040 Hay Terrace, Easton,

Pennsylvania.

TENNESSEE

Belle Meade (City), Davidson County (FEMA Docket

No. 7263)

Richland Creek:

Approximately 100 feet upstream of the confluence of

Sugartree Creek ................ *461

Approximately 550 feet upstream of Belle Meade

Boulevard .......................... *537

Belle Meade Branch:

At confluence with Richland

Creek ................................. *529

Approximately 60 feet upstream of Warner Place .... *557

Sugartree Creek:

At the confluence with Richland Creek ......................... *461

At Valley Forge Drive ............ *477

Vaughn’s Gap Branch:

Approximately 50 feet upstream of Harding Place ... *507

Approximately 580 feet upstream of Harding Place ... *509

Jocelyn Hollow Branch:

At confluence with Richland

Creek ................................. *494

Just upstream of U.S. Route

705 ..................................... *494

Maps available for inspection at the Belle Meade City

Hall, 4705 Harding Road,

Nashville, Tennessee.

———

Berry Hill (City), Davidson

County (FEMA Docket No.

7263)

East Fork Browns Creek:

At the confluence with

Browns Creek .................... *473

Approximately 0.6 mile upstream of Berry Road ........ *496

Browns Creek:

Approximately 950 feet upstream of Craighead Street *469

Approximately 265 feet upstream of CSX Transportation .................................. *478

Maps available for inspection

at the Berry Hill City Hall,

698 Thompson Lane, Berry

Hill, Tennessee.

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

———

Goodlettsville (City), Davidson and Sumner Counties

(FEMA Docket No. 7263)

Dry Creek:

Approximately 100 feet

downstream of CSX Transportation ............................. *443

Approximately 2,110 feet upstream of Dickerson Pike .. *516

Mansker Creek:

Approximately 2.07 miles upstream of confluence with

Cumberland River ............. *432

Approximately 2.84 miles upstream of confluence with

Cumberland River ............. *432

Maps available for inspection at the Goodlettsville

City Hall, 105 South Main

Street, Goodlettsville, Tennessee.

———

Lakewood (City), Davidson

County (FEMA Docket No.

7263)

Cumberland River:

Approximately 1,000 feet

south of Gail Drive and

Rifle Range Road intersection ..................................... *428

Approximately 1,500 feet

west of Meadow Street

and Ray Avenue intersection ..................................... *428

Maps available for inspection

at the Lakewood City Hall,

3401 Hadley Avenue, Old

Hickory, Tennessee.

———

Nashville and Davidson

County Metropolitan Government (FEMA Docket

No. 7263)

Richland Creek:

At confluence with Cumberland River ..................... *409

Approximately 0.5 mile upstream of Harding Place ... *515

McCrory Creek:

At confluence with Stones

River .................................. *425

Approximately 0.3 mile upstream of Couchville Pike *508

North Fork Ewing Creek:

Approximately 130 feet upstream of the confluence

with Ewing Creek .............. *469

Approximately 50 feet downstream of Dickerson Pike .. *542

North Fork Ewing Creek Tributary:

At confluence with North

Fork Ewing Creek .............. *530

Approximately 0.4 mile upstream of confluence with

North Fork Ewing Creek .... *549

Vhoins Branch:

Approximately 0.08 mile upstream of the confluence

with Ewing Creek .............. *454

Approximately 0.8 mile upstream of Knights Drive ..... *506

Eaton Creek:

At confluence with Whites

Creek ................................. *412

71268 Federal Register / Vol. 65, No. 231 / Thursday, November 30, 2000 / Rules and Regulations

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 0.87 mile upstream of Sulphur Creek

Road .................................. *494

Pages Branch Tributary A:

Approximately 15 feet upstream of confluence with

Pages Branch .................... *468

Approximately 530 feet upstream of Jones Avenue ... *574

Earthman Fork:

At confluence with Whites

Creek ................................. *462

Approximately 2.0 miles upstream of Old Hickory Boulevard ................................. *521

Elm Hill Tributary:

At confluence with McCrory

Creek ................................. *448

Approximately 1,800 feet upstream of Timber Valley

Drive .................................. *506

Jocelyn Hollow Branch:

Upstream side of U.S. Route

705 ..................................... *494

Approximately 370 feet upstream of Robin Hill Road *570

Sugartree Creek:

At confluence with Richland

Creek ................................. *461

Approximately 0.14 mile upstream of Hillsboro Pike .... *573

Vaughn’s Gap Branch:

At confluence with Richland

Creek ................................. *499

Approximately 0.2 mile upstream of Park Lane .......... *581

Whites Creek:

At confluence with Cumberland River ..................... *412

Approximately 0.8 mile upstream of Ingram Road ..... *531

Whites Creek Tributary:

At the confluence with

Whites Creek ..................... *430

Approximately 1,267 feet upstream of Rowan Drive ..... *471

Drake Branch:

At confluence with Whites

Creek ................................. *415

Approximately 0.58 mile upstream of Kings Lane ........ *472

Dry Fork Creek:

At confluence with Whites

Creek ................................. *449

Approximately 1.21 miles upstream of Dry Fork Road .. *501

West Fork Browns Creek:

At confluence with Browns

Creek ................................. *510

Approximately 50 feet upstream of Sewanee Drive .. *604

Middle Fork Browns Creek:

At confluence with Browns

Creek ................................. *510

Just upstream of Woodmont

Boulevard .......................... *510

East Fork Browns Creek:

At downstream corporate limits ....................................... *495

Approximately 475 feet upstream of Armory Drive ..... *524

Browns Creek:

At confluence with Cumberland River ..................... *418

At confluence of Middle and

West Forks Browns Creek *510

East Fork Hamilton Creek:

At confluence with Percy

Priest Reservoir ................. *506

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 685 feet upstream of Bell Road .......... *570

Little Creek:

At confluence with Whites

Creek ................................. *477

Approximately 0.43 mile upstream of Old Hickory Boulevard ................................. *583

Pages Branch:

At confluence with Cumberland River ..................... *415

Approximately 0.1 mile upstream of Oakwood Avenue ..................................... *538

Pulley Tributary:

At confluence with McCrory

Creek ................................. *487

Approximately 0.3 mile upstream of Reynolds Road *541

Tributary No. 1 to East Fork

Hamilton Creek:

At confluence with East Fork

Hamilton Creek .................. *518

Approximately 0.22 mile upstream of Hamilton Church

Road .................................. *568

Tributary No. 2 to East Fork

Hamilton Creek:

At confluence with East Fork

Hamilton Creek .................. *506

Approximately 100 feet upstream of Anderson Road *564

Tributary to Richland Creek:

At confluence with Richland

Creek ................................. *454

Approximately 0.2 mile upstream of Bowling Avenue *510

Dry Creek:

At confluence with Cumberland River ..................... *431

Downstream side of

Dickerson Pike .................. *497

Cumberland River:

Approximately 6.6 miles

downstream of confluence

of Overall Creek ................ *405

At downstream side of Old

Hickory Dam ...................... *432

Mill Creek:

At the confluence with Cumberland River ..................... *419

Approximately 1,214 feet upstream of Concord Road ... *557

J. Percy Priest Reservoir:

Entire shoreline within community ................................ *506

Pages Branch Tributary B:

Approximately 0.44 mile upstream of confluence with

Pages Branch .................... *479

Approximately 80 feet downstream of Brick Church

Pike .................................... *507

Stones River:

At confluence with Cumberland River ..................... *425

Approximately 1,584 feet upstream of Interstate Highway 40 (at J. Percy Priest

Dam) .................................. *425

Windemere Branch:

At confluence with Cumberland River ..................... *419

Approximately 0.25 mile upstream of Broley Parkway *419

Gibson Creek:

At the confluence with Cumberland River ..................... *422

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 0.27 mile

downstream of Gallatin

Pike .................................... *422

Gibson Creek Tributary:

At the confluence with Gibson Creek .......................... *422

Approximately 50 feet downstream of Madison Boulevard .................................... *422

Mansker Creek:

At confluence with Cumberland River ..................... *432

Approximately 0.39 mile

downstream of Long Hollow Pike ............................. *432

Collins Creek:

At confluence with Mill Creek *517

Approximately 0.1 mile downstream of Bell Road .......... *517

Ewing Creek:

At confluence with Whites

Creek ................................. *432

Approximately 0.32 mile

downstream of Whites

Creek Pike ......................... *433

Sevenmile Creek:

At confluence with Mill Creek *468

Approximately 260 feet upstream of Antioch Pike ...... *468

Sorghum Branch:

At confluence with Mill Creek *475

Approximately 100 feet

downstream of Antioch

Pike .................................... *475

Maps available for inspection

at the Metropolitan Government of Nashville and Davidson County, 720 South Fifth

Street, Nashville, Tennessee.

———

Oak Hill (City), Davidson

County (FEMA Docket No.

7263)

West Fork Browns Creek:

Approximately 1,100 feet

downstream of Gateway

Lane ................................... *604

Approximately 370 feet upstream of Tyne Boulevard *650

Middle Fork Browns Creek:

Approximately 50 feet upstream of Woodmont Boulevard ................................. *511

Approximately 211 feet upstream of Oak Valley Lane *627

Maps available for inspection

at the Oak Hill City Hall,

5548 Franklin Road, Nashville, Tennessee.

VERMONT

Plymouth (Town), Windsor

County (FEMA Docket No.

D–7502)

Black River:

Approximately 650 feet

downstream of TysonReading Road ................... *1,067

At Black Pond Dam .............. *1,337

Maps available for inspection

at the Town of Plymouth

Clerk’s Vault, Plymouth

Union, Plymouth, Vermont.

Federal Register / Vol. 65, No. 231 / Thursday, November 30, 2000 / Rules and Regulations 71269

1Station WYKX, Channel 284, Escanaba,

Michigan, was downgraded from Class C to Class

C1 by cancellation of BPH–870302NI as modified

by BMPH–911120IE on October 21, 1998. See 52 FR

10757, April 3, 1987. However, as the FM Table of

Allotments has not been amended to reflect the

change in class from a C to C1, there is no need

to amend the Table.

(Catalog of Federal Domestic Assistance No.

83.100, ‘‘Flood Insurance.’’)

Dated: November 17, 2000.

Michael J. Armstrong,

Associate Director for Mitigation.

[FR Doc. 00–30561 Filed 11–29–00; 8:45 am]

BILLING CODE 6718–04–P

FEDERAL COMMUNICATIONS

COMMISSION

47 CFR Part 73

[DA 00–2609, MM Docket No. 99–288; RM–

9708 & 9801]

Radio Broadcasting Services; Sister

Bay, WI and Escanaba, MI

AGENCY: Federal Communications

Commission.

ACTION: Final rule.

SUMMARY: This document allots Channel

286A at Sister Bay, Wisconsin, in

response to a petition filed by Michael

J. Mesic. See 64 FR 52488, September

29, 1999. The coordinates for Channel

286A at Sister Bay are 45–14–19 and

87–05–17. In response to a

counterproposal filed by KMB

Broadcasting, Inc., we shall substitute

Channel 284C for Channel 284C1 at

Escanaba, Michigan, and modify the

license for Station WYKX to specify

operation on Channel 284C.1 The

coordinates for Channel 284C are 46–

05–31 and 87–09–50. Canadian

concurrence has been received for the

allotment of Channels 286A at Sister

Bay and Channel 284C at Escanaba.

DATES: Effective January 2, 2001

FOR FURTHER INFORMATION CONTACT:

Kathleen Scheuerle, Mass Media

Bureau, (202) 418–2180.

SUPPLEMENTARY INFORMATION: This is a

summary of the Commission’s Report

and Order, MM Docket No. 99–288,

adopted November 8, 2000, and released

November 17, 2000. The full text of this

Commission decision is available for

inspection and copying during normal

business hours in the Commission’s

Reference Center, 445 12th Street, SW.,

Washington, DC. The complete text of

this decision may also be purchased

from the Commission’s copy

contractors, International Transcription

Services, Inc., 1231 20th Street, NW.,

Washington, DC 20036, (202) 857–3800,

facsimile (202) 857–3805.

List of Subjects in 47 CFR Part 73

Radio broadcasting.

Part 73 of title 47 of the Code of

Federal Regulations is amended as

follows:

PART 73—RADIO BROADCAST

SERVICES

1. The authority citation for part 73

continues to read as follows:

Authority: 47 U.S.C. 154, 303, 334 and 336.

§ 73.202 [Amended]

2. Section 73.202(b), the Table of FM

Allotments under Wisconsin, is

amended by adding Sister Bay, Channel

286A.

Federal Communications Commission.

John A. Karousos,

Chief, Allocations Branch, Policy and Rules

Division, Mass Media Bureau.

[FR Doc. 00–30502 Filed 11–29–00; 8:45 am]

BILLING CODE 6712–01–P

FEDERAL COMMUNICATIONS

COMMISSION

47 CFR Part 73

[DA 00–2605; MM Docket No. 00–113; RM–

9904; 9952]

Radio Broadcasting Services;

Randolph and Little Valley, NY

AGENCY: Federal Communications

Commission.

ACTION: Final rule.

SUMMARY: The Commission, at the

request of New Testament Christian

Ministries and Little Valley Wireless,

allots Channel 290A to Little Valley,

NY, as the community’s first local aural

service. The Commission also dismisses

the request of New Testament Christian

Ministries to allot Channel 290A to

Randolph, NY, as its first local aural

service. See 65 FR 47370, August 2,

2000. Channel 290A can be allotted to

Little Valley in compliance with the

Commission’s minimum distance

separation requirements, with respect to

all domestic allotments, without the

imposition of a site restriction, at

coordinates 42–15–08 NL; 78–48–20. A

filing window for Channel 290A at

Little Valley will not be opened at this

time. Instead, the issue of opening a

filing window for this channel will be

addressed by the Commission in a

subsequent order. See SUPPLEMENTARY

INFORMATION.

DATES: Effective January 2, 2001.

FOR FURTHER INFORMATION CONTACT:

Leslie K. Shapiro, Mass Media Bureau,

(202) 418–2180.

SUPPLEMENTARY INFORMATION: This is a

synopsis of the Commission’s Report

and Order, MM Docket No. 00–113,

adopted November 8, 2000, and released

November 17, 2000. The full text of this

Commission decision is available for

inspection and copying during normal

business hours in the FCC Reference

Center (Room 239), 445 12th Street,

SW., Washington, DC. The complete

text of this decision may also be

purchased from the Commission’s copy

contractor, International Transcription

Services, Inc., (202) 857–3800, 1231

20th Street, NW., Washington, DC

20036.

Channel 290A can be allotted to Little

Valley in compliance with the

Commission’s minimum distance

separation requirements, with respect to

all domestic allotments, without the

imposition of a site restriction, at

coordinates 42–15–08 NL; 78–48–20.

The allotment, however, is short-spaced

to Station CHRE–FM, Channel 289B, St.

Catherines, Ontario, Canada. Canadian

concurrence, as a specially-negotiated

short-spaced allotment was requested in

September, 2000, but has not yet been

received. Little Valley is located within

320 kilometers (200 miles) of the U.S.-

Canadian border. However, rather than

delay any further the opportunity to file

applications for this channel, we will

allot Channel 290A to Little Valley at

this time. If a construction permit is

granted prior to the receipt of formal

concurrence in the allotment by the

Canadian Government, the construction

permit will include the following

condition: ‘‘Operation with the facilities

specified herein is subject to

modification, suspension, or

termination without right to hearing, if

found by the Commission to be

necessary in order to conform to the

USA-Canadian FM Broadcast

Agreement.’’

List of Subjects in 47 CFR Part 73

Radio broadcasting.

Part 73 of title 47 of the Code of

Federal Regulations is amended as

follows:

PART 73—RADIO BROADCAST

SERVICES

1. The authority citation for Part 73

continues to read as follows:

Authority: 47 U.S.C. 154, 303, 334 and 336.

§ 73.202 [Amended]

2. Section 73.202(b), the Table of FM

Allotments under New York, is

amended by adding Little Valley,

Channel 290A.