64380 Federal Register / Vol. 65, No. 209 / Friday, October 27, 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

No.

Brazos .......... City of Bryan ....... June 14, 2000, June 21,

2000, Bryan-College

Station Eagle.

The Honorable Lonnie Stabler,

Mayor, City of Bryan, P.O. Box

1000, Bryan, Texas 77805.

Sept. 19, 2000 ........... 480082

Brazos .......... City of College

Station.

June 14, 2000, June 21,

2000, Bryan-College

Station Eagle.

The Honorable Lynn McIlhaney,

Mayor, City of College Station,

P.O. Box 9960, College Station,

Texas 77842–0960.

Sept. 19, 2000 ........... 480083

Denton .......... City of Denton ..... June 22, 2000, June 29,

2000, Denton Record

Chronicle.

The Honorable Eulene Brock,

Mayor, City of Denton, 215 East

McKinney Street, Denton, Texas

76201.

June 1, 2000 ............. 480194

Denton .......... City of Lewisville May 26, 2000, June 2,

2000, Lewisville News.

The Honorable Bobbie J. Mitchell,

Mayor, City of Lewisville, P.O.

Box 299002, Lewisville, Texas

75029–9002.

May 5, 2000 .............. 480195

Denton .......... Unincorporated

Areas.

June 22, 2000, June 29,

2000, Denton Record

Chronicle.

The Honorable Kirk Wilson, Denton

County Judge, 110 West Hickory

Street, Denton, Texas 76201.

June 1, 2000 ............. 480774

Denton .......... Town of Westlake June 6, 2000, June 13,

2000, Keller Citizen.

The Honorable Scott Bradley,

Mayor, Town of Westlake, 3 Village Circle, Suite 207, Westlake,

Texas 76262.

May 15, 2000 ............ 480614

Fort Bend ..... Fort Bend County, Municipal

Utility, District

No. 34.

May 12, 2000, May 19,

2000, Herald-Coaster.

Mr. Saib Y. Saour, P.E., R.L.S.,

District Engineer, 34 Fort Bend

County Municipal Utility District

No. 34, c/o Benchmark Engineering Corporation, 2401

Fountainview Drive, Suite 220,

Houston, Texas 77057.

Mar. 31, 2000 ............ 481520

Fort Bend ..... Fort Bend County, Municipal

Utility, District

No. 35.

May 12, 2000, May 19,

2000, Herald-Coaster.

Mr. Saib Y. Saour, P.E., R.L.S.,

District Engineer, Fort Bend

County Municipal Utility District

No. 35, c/o Benchmark Engineering Corporation, 2401

Fountainview Drive, Suite 220,

Houston, Texas 77057.

Mar. 31, 2000 ............ 481519

Fort Bend ..... Unincorporated

Areas.

May 12, 2000, May 19,

2000, The HeraldCoaster.

The Honorable James Adolphus,

Fort Bend County Judge, 301

Jackson Street, Suite 719, Richmond, Texas 77469.

Mar. 31, 2000 ............ 480228

Harris ............ City of Houston ... June 6, 2000, June 13,

2000, Houston Chronicle.

The Honorable Lee Brown, Mayor,

City of Houston, P.O. Box 1562,

Houston, Texas 77251–1562.

Sept. 11, 2000 ........... 480296

Washington:

Skagit.

Unincorporated

Areas.

May 11, 2000, May 18,

2000, Skagit Valley

Herald.

The Honorable Harvey Wolden,

Chairperson, Skagit County

Board of Commissioners, 700

South Second Street, Room 202,

Mount Vernon, Washington

98273.

April 7, 2000 .............. 530151

(Catalog of Federal Domestic Assistance No.

83.100, ‘‘Flood Insurance’’)

Dated: October 16, 2000.

Michael J. Armstrong,

Associate Director for Mitigation.

[FR Doc. 00–27640 Filed 10–26–00; 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 (email)

matt.miller@fema.gov.

Federal Register / Vol. 65, No. 209 / Friday, October 27, 2000 / Rules and Regulations 64381

SUPPLEMENTARY INFORMATION: The

Federal Emergency Management Agency

(FEMA or Agency) makes final

determinations listed below of base

flood elevations and modified base

flood elevations for each community

listed. The proposed base flood

elevations and proposed modified base

flood elevations were published in

newspapers of local circulation and an

opportunity for the community or

individuals to appeal the proposed

determinations to or through the

community was provided for a period of

ninety (90) days. The proposed base

flood elevations and proposed modified

base flood elevations were also

published in the Federal Register.

This final rule is issued in accordance

with Section 110 of the Flood Disaster

Protection Act of 1973, 42 U.S.C. 4104,

and 44 CFR Part 67.

The Agency has developed criteria for

floodplain management in floodprone

areas in accordance with 44 CFR Part

60.

Interested lessees and owners of real

property are encouraged to review the

proof Flood Insurance Study and Flood

Insurance Rate Map available at the

address cited below for each

community.

The base flood elevations and

modified base flood elevations are made

final in the communities listed below.

Elevations at selected locations in each

community are shown.

National Environmental Policy Act

This rule is categorically excluded

from the requirements of 44 CFR Part

10, Environmental Consideration. No

environmental impact assessment has

been prepared.

Regulatory Flexibility Act

The Associate Director, Mitigation

Directorate, certifies that this rule is

exempt from the requirements of the

Regulatory Flexibility Act because final

or modified base flood elevations are

required by the Flood Disaster

Protection Act of 1973, 42 U.S.C. 4104,

and are required to establish and

maintain community eligibility in the

National Flood Insurance Program. 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)

CONNECTICUT

Middletown (City), Middlesex

County (FEMA Docket

Nos. 7275 and 7307)

Mattabasset River:

Approximately 60 feet downstream of State Route 72 *23

At upstream county boundary (approximately 2,590

feet upstream of Industrial

Park Road) ....................... *23

Miner Brook:

At confluence with

Mattabasset River ............ *23

Approximately 50 feet downstream of abandoned railroad .................................. *23

Sawmill Brook:

At confluence with

Mattabasset River ............ *23

Approximately 1,530 feet

downstream of Aetna Entrance Road ..................... *24

Longhill Brook:

Approximately 130 feet

downstream of South

Main Street ....................... *52

Just upstream of Wesleyan

Road ................................. *187

Longhill Brook Diversion

Channel:

At the downstream confluence with Longhill

Brook ................................ *82

At the upstream confluence

with Longhill Brook ........... *98

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Roundhill Brook:

At the confluence with

Longhill Brook .................. *88

Maps available for inspection at the Municipal Building, Planning and Zoning

Room, 245 DeKoven Drive,

Middletown, Connecticut.

———

South Windsor (Town), Hartford County (FEMA Docket

No. 7307)

Avery Brook:

Approximately 1,475 feet

downstream of Benedict

Drive ................................. *176

Approximately 340 feet

downstream of Beelzebub *226

Maps available for inspection at the South Windsor

Town Hall, 1540 Sullivan

Avenue, South Windsor,

Connecticut.

DELAWARE

New Castle County (Unincorporated Areas (FEMA

Docket No. 7303)

Unnamed Tributary to Mill

Creek:

Just upstream of Loblolly

Court ................................ *267

Approximately 870 feet upstream of Loblolly Court ... *281

Maps available for inspection at the New Castle Government Center, 87 Reads

Way, New Castle, Delaware.

GEORGIA

Americus (City), Sumner

County (FEMA Docket No.

7307)

Town Creek:

Approximately 500 feet

downstream of Magnolia

Street ................................ *330

Approximately 225 feet upstream of Rigas Road ...... *373

Mill Creek Tributary:

Approximately 800 feet

downstream of CSX

Transportation .................. *339

Approximately 100 feet upstream of State Route 27 *385

Maps available for inspection at the Americus City

Hall, Community Development Department, 101 West

Lamar Street, Americus,

Georgia.

———

Sumter County (Unincorporated Areas) (FEMA

Docket No. 7307)

64382 Federal Register / Vol. 65, No. 209 / Friday, October 27, 2000 / Rules and Regulations

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Muckalee Creek:

At the confluence of Mill

Creek ................................ *321

Approximately 1,800 feet

upstream of confluence of

Wolf Creek ....................... *333

Mill Creek Tributary:

Approximately 700 feet

downstream of CSX

Transportation .................. *339

Approximately 1,500 feet

downstream of U.S. Route

280 ................................... *375

Maps available for inspection at the Code Enforcement Office, Sumter County

Courthouse, West Lamar

Street, Americus, Georgia.

ILLINOIS

Beach Park (Village), Lake

County (FEMA Docket No.

7307)

Bull Creek (near Waukegan):

Just upstream of Talmadge

Avenue ............................. *625

Approximately 725 feet upstream of the upstream

crossing of Beach Road .. *667

Maps available for inspection at the Beach Park Village Hall, 11270 West

Wadsworth Road, Beach

Park, Illinois.

———

Bloomington (City), McLean

County (FEMA Docket No.

7783)

Goose Creek:

At confluence with Sugar

Creek ................................ *740

Approximately 970 feet

downstream of U.S. Route

51 ..................................... *797

High School Branch:

At confluence with Sugar

Creek ................................ *770

Approximately 1,960 feet

upstream of Towanda Avenue ................................. *810

Little Kickapoo Creek:

At upstream side of Ireland

Grove Road ...................... *818

Approximately 2,700 feet

upstream of Lincoln Street *823

Brookridge Branch:

Approximately 450 feet upstream of confluence with

Little Kickapoo Creek ....... *819

Approximately 1,900 feet

upstream of Hershey

Road ................................. *827

Skunk Creek:

Approximately 650 feet upstream of confluence with

Sugar Creek ..................... *744

Approximately 1,120 feet

upstream of Market Street *746

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

East Tributary Skunk Creek:

Approximately 550 feet upstream of White Oak

Road ................................. *763

Approximately 1,050 feet

upstream of White Oak

Road ................................. *763

Sugar Creek:

At downstream side of Interstate Routes 55 and 74 ... *738

At downstream side of Airport Road ......................... *810

Maps available for inspection at the City of Bloomington Engineering and

Water Department, 109 East

Olive Street, Bloomington, Illinois.

———

McLean County (Unincorporated Areas) (FEMA

Docket No. 7287)

Sugar Creek:

Approximately 230 feet

downstream of Stringtown

Road ................................. *697

At downstream side of Airport Road ......................... *810

East Tributary Skunk Creek:

At confluence with Skunk

Creek ................................ *756

At Norfolk and Western Railway ................................... *757

Skunk Creek:

At confluence with Sugar

Creek ................................ *744

Approximately 625 feet

downstream of Interstate

Routes 55 and 74 ............ *780

North Branch Sugar Creek

Tributary:

Approximately 625 feet upstream of confluence with

North Branch Sugar

Creek ................................ *781

At downstream side of

Koerner Street .................. *812

North Branch Sugar Creek:

Approximately 125 feet upstream of Fort Jesse

Road ................................. *790

Approximately 225 feet upstream of Raab Road ...... *814

Brookridge Branch:

At confluence with Little

Kickapoo Creek ................ *819

Approximately 2,020 feet

upstream of Hershey

Road ................................. *827

Little Kickapoo Creek:

Approximately 250 feet

downstream of County

Road 800 ......................... *739

Just downstream of Lincoln

Street ................................ *820

Butcher’s Lane Tributary:

Approximately 240 feet

downstream of Butchers

Lane ................................. *761

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

At upstream side of Butchers Lane ........................... *765

Goose Creek:

Approximately 325 feet upstream of West Oakland

County Road .................... *740

Just upstream of Morris Avenue ................................. *771

Short Point Creek Tributary A:

1,120 feet upstream from

U.S. Route 51 .................. *739

1,960 feet upstream from

U.S. Route 51 .................. *744

West Branch Sugar Creek:

Upstream of Raab Road ..... *817

Maps available for inspection at the McLean County

Building and Zoning Department, 104 West Front

Street, Bloomington, Illinois.

———

Normal (Town), McLean

County (FEMA Docket No.

7283)

North Branch Sugar Creek:

At confluence with Sugar

Creek ................................ *762

Approximately 100 feet upstream of Fort Jesse

Road ................................. *790

Skunk Creek:

Approximately 200 feet upstream of College Avenue *780

At downstream side of

Gregory Street ................. *786

East Tributary Skunk Creek:

At Norfolk and Western Railroad .................................. *757

Approximately 20 feet upstream of Hovey Avenue *763

Sugar Creek:

Approximately 225 feet upstream of confluence of

West Branch Sugar Creek *754

Approximately 50 feet downstream of Veterans Parkway ................................... *790

West Branch Sugar Creek:

Approximately 120 feet upstream of confluence with

Sugar Creek ..................... *754

At upstream side of Gulf

Course weir ...................... *811

West Branch Sugar Creek

Tributary:

At confluence with West

Branch .............................. *800

Approximately 840 feet upstream of confluence with

West Branch .................... *805

Linden Street Drain:

At upstream side of Sycamore Street ...................... *792

Approximately 625 feet upstream of Shelbourne

Drive ................................. *810

Federal Register / Vol. 65, No. 209 / Friday, October 27, 2000 / Rules and Regulations 64383

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Maps available for inspection at the Normal Town

Hall, 100 East Phoenix Avenue, Normal, Illinois.

Waukegan (City), Lake

County (FEMA Docket

Nos. 7307 and 7263)

Bull Creek (near Waukegan):

Approximately 175 feet upstream of North Shore Avenue ................................. *651

Just upstream of the upstream crossing of Beach

Road ................................. *665

Des Plaines River:

Approximately 2.1 miles

downstream of Belvidere

Road ................................. *661

Approximately 1.2 miles

downstream of Belvidere

Road ................................. *662

Suburban Country Club Tributary:

Approximately 1,750 feet

upstream of Unnamed

Road ................................. *668

Approximately 200 feet upstream of Delaney Road .. *668

Maps available for inspection at the Waukegan City

Engineer’s Office, 106 North

Utica Street, Waukegan, Illinois.

MAINE

Andrews Island, Knox County (FEMA Docket No. 7307)

Atlantic Ocean:

Approximately 2,000 feet

northeast of Nash Point ... *20

At the island of The Neck,

west side of Andrews Island .................................. *10

Maps available for inspection

at the Andrews Island Key

Bank Building, 286 Water

Street, 5th Floor, Augusta,

Maine.

MICHIGAN

Meridian (Charter Township), Ingham County

(FEMA Docket No. 7243)

Herron Creek:

At upstream side of CSX

Transportation .................. *847

At Jolly Road ....................... *854

Smith Drain:

At confluence with Red

Cedar River ...................... *847

At Jolly Road ....................... *874

Maps available for inspection at the Charter Township of Meridian Municipal

Building, 5151 Marsh Road,

Okemos, Michigan.

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

NEW YORK

Frankfort (Village), Herkimer County (FEMA

Docket No. D7500)

Mohawk River:

Approximately 0.38 mile

downstream of Railroad

Street ................................ *395

Approximately 0.31 mile

downstream of upstream

corporate limits ................. *397

Maps available for inspection at the Frankfort Village

Hall, Clerk’s Office, 126

East Orchard Street, Frankfort, New York.

———

Italy (Town), Yates County

(FEMA Docket No. D7500)

Lake Canandaigua:

Entire shoreline within community ............................... *692

Maps available for inspection at the Italy Town

Clerk’s Office, 6085 Italy

Valley Road, Naples, New

York.

———

Lancaster (Town), Erie

County (FEMA Docket No.

7307)

Little Buffalo Creek:

At confluence with Cayuga

Creek ................................ *679

At a point approximately

1,200 feet upstream of

Schwartz Road ................. *711

Scajaquada Creek:

At Service Place .................. *697

At a point approximately 600

feet upstream of

Stoneledge Drive ............. *711

Plum Bottom Creek:

Upstream side of Steinfeldt

Road ................................. *686

At a point approximately 720

feet upstream of Cemetery Road ......................... *702

Ellicott Creek:

Approximately 1,700 feet

upstream of Transit Road *702

Approximately 100 feet upstream of Pavement Road *729

Maps available for inspection at the Town of Lancaster Building Inspector’s

Office, 11 West Main Street,

Lancaster, New York. New

York

———

Monroe (Town), Orange

County (FEMA Docket No.

7307)

Palm Brook:

Approximately 72 feet upstream of State Route 17 *657

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 0.3 mile upstream of Raywood Drive *760

Maps available for inspection at the Town of Monroe

Building Department, 11

Stage Road, Monroe, New

York.

———

Oneida (City), Madison

County (FEMA Docket No.

7307)

Higinbotham Brook:

At abandoned railroad ......... *428

Approximately 460 feet upstream of State Route 5 .. *479

Maps available for inspection at the City of Oneida

Municipal Building, 109 Main

Street, Oneida, New York.

OHIO

Lucas County (Unincorporated Areas) (FEMA

Docket Nos. 7227, 7295,

and 7311)

Ottawa River:

At the State boundary ......... *580

Approximately 0.5 mile upstream of Summit Street .. *580

Maumee Bay:

Approximately 1,500 feet

east of the intersection of

103rd Street and Summit

Street ................................ *580

Maumee Bay:

Approximately 1,000 feet

northeast of the intersection of Breakwater Drive

and Haigh Street .............. *579

Lake Erie:

At the intersection of Decant

Road and Arquette Road *579

Sautter Ditch:

At Cedar Point Road.

Approximately 60 feet downstream of the confluence

of Wolf Ditch .................... *579

Berger Ditch:

At mouth at Maumee Bay.

Just downstream of Cedar

Point Road ....................... *579

Cedar Creek:

At the confluence with Reno

Side Cut and Wards

Canal ................................ *579

Just downstream of Lyon

Road ................................. *579

Drennan Ditch:

An area approximately

1,350 feet west of the

intersection of Columbus

Street and Kipling Drive ... *634

Zaleski Ditch:

At the confluence with Cairl

Ditch ................................. *641

At Whitehouse-Spencer

Road ................................. *667

64384 Federal Register / Vol. 65, No. 209 / Friday, October 27, 2000 / Rules and Regulations

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Haefner Ditch:

Approximately 650 feet

downstream of I–475 ....... *638

At the confluence of

Vanderpool Ditch ............. *641

Vanderpool Ditch:

At the confluence with

Haefner Ditch ................... *641

At North King Road ............. *658

Wolf Creek:

Approximately 100 feet upstream of Holland-Sylvania Road ....................... *607

At confluence of Everett

Ditch ................................. *636

Approximately 50 feet upstream of South Eber

Road ................................. *659

Hill Ditch:

Approximately 450 feet

downstream of I–475 ....... *652

At Central Avenue ............... *641

Stone Ditch:

Upstream side of Salisbury

Road ................................. *641

Approximately 75 feet upstream of Weckerly Road *648

Potter Ditch:

Upstream side of Derbyshire

Road ................................. *636

Approximately 0.4 mile upstream of McCord Road .. *649

Comstock Ditch:

At confluence with Smith

Ditch North ....................... *669

Approximately 140 feet upstream of Brint Road ........ *674

Smith Ditch North:

Approximately 1,150 feet

upstream of confluence

with Tenmile Creek .......... *660

At confluence of Comstock

Ditch ................................. *669

Sharp Ditch:

At confluence of Comstock

Ditch ................................. *669

At Brint Road ....................... *677

Heldman Ditch (East):

Upstream side of Hill Avenue ................................... *635

Approximately 1,650 feet

downstream of Crissey

Road ................................. *669

Schrieber Ditch:

Upstream side of Centennial

Road ................................. *678

Approximately 0.6 mile upstream of Winterhaven

Drive ................................. *685

Smith Ditch (South):

At the confluence with Hill

Ditch ................................. *641

At King Road ....................... *662

Blystone Ditch:

Approximately 1,400 feet

upstream of Black Road .. *633

Downstream side of State

Route 64 .......................... *648

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Swan Creek:

Approximately 1,400 feet

downstream of

Whitehouse-Spencer

Road ................................. *646

Upstream side of BerkeySouthern Road ................. *648

Cairl Ditch:

At confluence with Wolf

Creek ................................ *609

Approximately 50 feet downstream of Perrysburg-Holland Road ......................... *609

Approximately 200 feet

downstream of Ohio Turnpike ................................... *639

Confluence of Zaleski Ditch *641

Whidden Ditch:

At I–475 ............................... *595

Approximately 0.4 mile upstream of Norfolk and

Western Railway .............. *644

Maumee River:

Downstream side of Interstate 475 .......................... *595

Approximately 1.1 miles upstream of Norfolk and

Western Railway .............. *650

Maumee:

Entire shoreline within the

county ............................... *579

Drennan Ditch:

Approximately 1,260 feet

downstream of Private

Drive ................................. *634

At Private Drive ................... *634

Maps available for inspection at the Lucas County

Engineering Office, One

Government Center, Suite

801, Toledo, Ohio.

———

Newark (City), Licking County (FEMA Docket No. 7303)

North Fork Licking River:

Approximately 360 feet upstream of confluence with

Licking River .................... *813

Approximately 4,752 feet

upstream of Manning

Street ................................ *830

Maps available for inspection at the Newark City Hall,

Engineering Department, 40

West Main Street, Newark,

Ohio.

PENNSYLVANIA

Ayr (Township), Fulton

County (FEMA Docket No.

7307)

Big Cove Creek:

Approximately 0.6 mile

downstream of the corporate limits ...................... *848

At the corporate limits ......... *865

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Maps available for inspection at the Ayr Township

Building, 979 Buchanan

Trail, McConnellsburg,

Pennsylvania.

———

McConnellsburg (Borough),

Fulton County (FEMA

Docket No. 7307)

Big Cove Creek:

At the corporate limits

(south) .............................. *855

At the corporate limits

(north) ............................... *871

Maps available for inspection at the Fulton County

Courthouse, North 2nd

Street, McConnellsburg,

Pennsylvania.

———

Todd (Township), Fulton

County (FEMA Docket No.

7307)

Big Cove Creek:

Approximately 50 feet downstream of State Route 16 *865

Approximately 0.6 mile upstream of State Route 16 *887

Maps available for inspection at the Todd Township

Building, 2998 East Dutch

Corner Road,

McConnellsburg, Pennsylvania.

WISCONSIN

West Baraboo (Village), Sauk

County (FEMA Docket No.

7271)

Baraboo River:

Approximately 1,350 feet

downstream of Shaw

Street ................................ *843

Approximately 0.4 mile upstream of U.S. Route 12 .. *854

Maps available for inspection at the West Baraboo

Village Hall, 500 Cedar

Street, Baraboo, Wisconsin.

———

Ironton (Village), Sauk County (FEMA Docket No. 7271)

Little Baraboo River:

At downstream corporate

limits ................................. *903

At upstream corporate limits *904

Maps available for inspection at the Ironton Community Center, 290 Main

Street, LaValley, Wisconsin.

———

Lake Delton (Village), Sauk

County (FEMA Docket No.

7271)

Federal Register / Vol. 65, No. 209 / Friday, October 27, 2000 / Rules and Regulations 64385

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Wisconsin River:

At downstream corporate

limits ................................. *824

At upstream corporate limits *825

Maps available for inspection at the Lake Delton Village Office, 50 Wisconsin

Dells Parkway South, Lake

Delton, Wisconsin.

———

LaValle (Village), Sauk

County (FEMA Docket No.

7271)

Baraboo River:

Approximately 2,700 feet

upstream of State Route

33 ..................................... *892

Approximately 2,075 feet

upstream of State Route

58 ..................................... *894

Maps available for inspection at the LaValle Village

Office, 103 West Main

Street, LaValle, Wisconsin.

———

Merrimac (Village), Sauk

County (FEMA Docket No.

7271)

Wisconsin River:

At downstream corporate

limits ................................. *775

At upstream corporate limits *776

Maps available for inspection at the Merrimac Village

Hall, 100 Cook Street,

Merrimac, Wisconsin.

———

North Freedom (Village),

Sauk County (FEMA Docket No. 7271)

Baraboo River:

Approximately 0.53 mile upstream of the downstream

crossing of the North

Western railroad ............... *864

Approximately 1.08 miles

upstream of Mid-Continent

Railway ............................. *867

Maps available for inspection at the North Freedom

Village Office, 103 North

Maple, North Freedom, Wisconsin.

———

Plain (Village), Sauk County

(FEMA Docket No. 7271)

Honey Creek:

Approximately 1,000 feet

northeast of the intersection of Main Street and

Bridge Road ..................... *799

Maps available for inspection at the Plain Village

Clerk’s Office, 1015 Cedar

Street, Plain, Wisconsin.

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

———

Prairie du Sac (Village),

Sauk County (FEMA Docket No. 7271)

Wisconsin River:

At downstream corporate

limits ................................. *748

At upstream corporate limits *749

Maps available for inspection at the Prairie du Sac

Village Hall, 280 Washington Street, Prairie du

Sac, Wisconsin.

———

Reedsburg (City), Sauk

County (FEMA Docket No.

7271)

Baraboo River:

Approximately 400 feet upstream of Golf Course

Road ................................. *876

Approximately 1 mile upstream of State Route 23/

33 ..................................... *880

Maps available for inspection at the Reedsburg City

Hall, 134 South Locust

Street, Reedsburg, Wisconsin.

———

Rock Springs (Village), Sauk

County (FEMA Docket No.

7271)

Baraboo River:

Approximately 1,480 feet

downstream of State

Highway 136 (East Broadway) .................................. *870

At downstream side of Chicago and Northwestern

(approximately 3,400 feet

upstream of confluence

with Narrows Creek) ........ *871

Narrows Creek:

At the confluence with the

Baraboo River .................. *870

Approximately 1,400 feet

downstream of State

Route 154 ........................ *870

Maps available for inspection at the Rock Springs Village Hall, 110 East Broadway, Rock Springs, Wisconsin.

———

Sauk City (Village), Sauk

County (FEMA Docket No.

7271)

Wisconsin River:

At downstream corporate

limits ................................. *743

At upstream corporate limits *748

Maps available for inspection at the Sauk City Village

Hall, 726 Water Street, Sauk

City, Wisconsin.

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

———

Sauk County (Unincorporated Areas) (FEMA

Docket No. 7271)

Seeley Creek:

At confluence with Baraboo

River ................................. *864

Approximately 0.5 mile upstream of County Highway

W ...................................... *864

Little Baraboo River:

At confluence with Baraboo

River ................................. *892

Approximately 160 feet

downstream of State

Route 58 .......................... *894

Narrows Creek Split Flow:

At the confluence with Narrows Creek ....................... *914

Approximately 6,400 feet

upstream of the confluence with Narrows

Creek ................................ *925

Wisconsin River:

Approximately 1,000 feet

downstream of State

Route 130 ........................ *701

Just downstream of Kilbourn

Dam .................................. *827

Narrows Creek:

Approximately 0.60 mile upstream of the confluence

with the Baraboo River .... *870

Just downstream of State

Route 154 ........................ *924

Baraboo River:

At county boundary (Sauk/

Columbia county line) approximately 2.55 miles

downstream of State

Route 33 .......................... *806

Approximately 0.56 mile upstream of County Road G *910

Maps available for inspection at the Sauk County

Courthouse, 510 Broadway,

Baraboo, Wisconsin.

———

Spring Green (Village), Sauk

County (FEMA Docket No.

7271)

Wisconsin River:

Approximately 1.3 miles

downstream of State

Highway 23 bridge ........... *710

Approximately 500 feet upstream of State Highway

23 bridge .......................... *712

Maps available for inspection at the Spring Green Village Hall, 112 West Monroe

Street, Spring Green, Wisconsin.

———

West Baraboo (Village),

Sauk County (FEMA Docket No. 7271)

64386 Federal Register / Vol. 65, No. 209 / Friday, October 27, 2000 / Rules and Regulations

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Baraboo River:

Approximately 1,350 feet

downstream of Shaw

Street ................................ *843

Approximately 0.4 mile upstream of U.S. Route 12 .. *854

Maps available for inspection at the West Baraboo

Village Hall, 500 Cedar

Street, Baraboo, Wisconsin.

———

Wisconsin Dells (City), Sauk

and Columbia Counties

(FEMA Docket Nos. 7271

and 7283)

Hulbert Creek:

Approximately 30 feet upstream of U.S. Highway

12 ..................................... *826

Approximately 2,340 feet

upstream of Trout Road ... *829

Wisconsin River:

At downstream corporate

limit ................................... *824

At downstream side of

Kilbourn Dam ................... *827

Maps available for inspection at the Wisconsin Dells

City Hall, 300 La Crosse

Street, Wisconsin Dells,

Wisconsin.

(Catalog of Federal Domestic Assistance No.

83.100, ‘‘Flood Insurance.’’)

Dated: October 16, 2000.

Michael J. Armstrong,

Associate Director for Mitigation.

[FR Doc. 00–27643 Filed 10–26–00; 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 DATE: The date of issuance of

the Flood Insurance Rate Map (FIRM)

showing base flood elevations and

modified base flood elevations for each

community. This date may be obtained

by contacting the office where the FIRM

is available for inspection as indicated

in the table below.

ADDRESSES: The final base flood

elevations for each community are

available for inspection at the office of

the Chief Executive Officer of each

community. The respective addresses

are listed in the table below.

FOR FURTHER INFORMATION CONTACT:

Matthew B. Miller, P.E., Chief, Hazards

Study Branch, Mitigation Directorate,

500 C Street SW., Washington, DC

20472, (202) 646–3461, or (e-mail)

matt.miller@fema.gov.

SUPPLEMENTARY INFORMATION: The

Federal Emergency Management Agency

makes final determinations listed below

of base flood elevations and modified

base flood elevations for each

community listed. The proposed base

flood elevations and proposed modified

base flood elevations were published in

newspapers of local circulation and an

opportunity for the community or

individuals to appeal the proposed

determinations to or through the

community was provided for a period of

ninety (90) days. The proposed base

flood elevations and proposed modified

base flood elevations were also

published in the Federal Register.

This final rule is issued in accordance

with Section 110 of the Flood Disaster

Protection Act of 1973, 42 U.S.C. 4104,

and 44 CFR part 67.

FEMA has developed criteria for

floodplain management in floodprone

areas in accordance with 44 CFR Part

60.

Interested lessees and owners of real

property are encouraged to review the

proof Flood Insurance Study and FIRM

available at the address cited below for

each community.

The base flood elevations and

modified base flood elevations are made

final in the communities listed below.

Elevations at selected locations in each

community are shown.

National Environmental Policy Act

This rule is categorically excluded

from the requirements of 44 CFR part

10, Environmental Consideration. No

environmental impact assessment has

been prepared.

Regulatory Flexibility Act

The Associate Director for Mitigation

certifies that this rule is exempt from

the requirements of the Regulatory

Flexibility Act because final or modified

base flood elevations are required by the

Flood Disaster Protection Act of 1973,

42 U.S.C. 4104, and are required to

establish and maintain community

eligibility in the NFIP. No regulatory

flexibility analysis has been prepared.

Regulatory Classification

This final rule is not a significant

regulatory action under the criteria of

Section 3(f) of Executive Order 12866 of

September 30, 1993, Regulatory

Planning and Review, 58 FR 51735.

Executive Order 12612, Federalism

This rule involves no policies that

have federalism implications under

Executive Order 12612, Federalism,

dated October 26, 1987.

Executive Order 12778, Civil Justice

Reform

This proposed rule meets the

applicable standards of Section 2(b)(2)

of Executive Order 12778.

List of Subjects in 44 CFR part 67

Administrative practice and

procedure, Flood insurance, Reporting

and recordkeeping requirements.

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.

§ 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)

ARKANSAS

Benton County and Incorporated Areas (FEMA

Docket No. 7322)

Osage/Turtle Creek:

Just upstream of North 12th

Street ................................. *1,325

Approximately 400 feet upstream of North 6th Street *1,340

Blossom Way Creek:

At its confluence with Osage/

Turtle Creek *1,205

At its intersection with South

26th Street ......................... *1,276

Osage Tributary 1:

At its intersection with

(Horsebarn Tributary)

Stoney Brook ..................... *1,204

Approximately 700 feet upstream of Horsebarn Road *1,252