28280 Federal Register / Vol. 63, No. 99 / Friday, May 22, 1998 /Rules and Regulations

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 2,000 feet upstream of private drive at

the northeastern border of

the Town of Cokeville corporate limits ....................... *6,213

Maps are available for inspection at the Town Clerk’s

Office, 110 Pine Street,

Cokeville, Wyoming.

———

Lincoln County (Unincorporated Areas) (FEMA

Docket No. 7238)

Smiths Fork:

Approximately 2,600 feet

downstream of Pacific

Street ................................. *6,183

Approximately 2,350 feet upstream of U.S. Highway

30N .................................... *6,217

South Fork:

Approximately 2,100 feet

downstream of Union Pacific Railroad ...................... *6,183

Approximately 1,600 feet upstream of U.S. Highway

30N .................................... *6,215

Spring Creek:

Approximately 2,800 feet upstream of U.S. Highway

30N .................................... *6,218

Approximately 1,000 feet upstream of Union Pacific

Railroad ............................. *6,180

Maps are available for inspection at the Lincoln

County Planning Office,

Beech Street and Topaz Avenue, Kemmerer, Wyoming.

1To convert from NAVD to NGVD, subtract 3.5

feet. 2To convert from NAVD to NGVD, subtract 3.6

feet. 3To convert from NAVD to NGVD, subtract 3.7

feet.

(Catalog of Federal Domestic Assistance No.

83.100, ‘‘Flood Insurance’’)

Dated: May 11, 1998.

Michael J. Armstrong,

Associate Director for Mitigation.

[FR Doc. 98–13733 Filed 5–21–98; 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,

500 C Street SW., Washington, DC

20472, (202) 646–3461.

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.

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)

ALABAMA

Huntsville (City), Madison

County (FEMA Docket

Nos. 7199 and 7243)

Aldridge Creek:

At confluence with Tennessee River ...................... *576

Downstream side of Drake

Avenue ............................... *679

Big Cove Creek:
Federal Register / Vol. 63, No. 99 / Friday, May 22, 1998 /Rules and Regulations 28281

Source of flooding and location

# Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 0.75 mile upstream of confluence with

Flint River .......................... *601

Downstream side of Dug Hill

Road .................................. *654

Bradford Creek:

At confluence with Barren

Fork Creek ......................... *570

At upstream side of I–565 ..... *616

Dry Creek 1:

Approximately 800 feet upstream of confluence with

Broglan Branch .................. *666

Approximately 1,400 feet upstream of Mastin Lake

Road .................................. *747

Dry Creek 2:

Approximately 550 feet

downstream of Indian

Creek Road ....................... *672

Approximately 1.02 miles upstream of Pulaski Pike ....... *818

Tributary 1 to Dry Creek 2:

At confluence with Dry Creek

2 ......................................... *705

Approximately 2,100 feet upstream of Rideout Road .... *746

Tributary 2 to Dry Creek 2:

At Nick Fitcheard Road ......... *736

Approximately 0.6 mile downstream of Garner Road ..... *769

Tributary 3 to Dry Creek 2:

Backwater area surrounding

intersection of Nick

Fitcheard Road and Bob

Wade Lane ........................ *764

Approximately 1.4 miles upstream of Bob Wade Lane *780

Tributary 4 to Dry Creek 2:

At confluence with Dry Creek

2 ......................................... *770

Approximately 2,000 feet upstream of Pulaski Pike ....... *789

Fagan Creek:

At confluence with Huntsville

Spring Branch .................... *610

Approximately 0.65 mile upstream of Tel-Fair Drive .... *715

Indian Creek:

At State Route 20 ................. *613

Approximately 0.7 mile upstream of confluence of

Tributary 2 to Indian Creek *685

Tributary 1 to Indian Creek:

Approximately 750 feet upstream of confluence with

Indian Creek ...................... *618

Approximately 50 feet upstream of railroad .............. *634

Tributary 2 to Indian Creek:

At confluence with Indian

Creek ................................. *673

Approximately 1,000 feet upstream of confluence with

Indian Creek ...................... *675

Tributary 3 to Indian Creek:

Approximately 250 feet

downstream of Jeff Road .. *715

Approximately 500 feet

downstream of U.S. Route

72 ....................................... *756

Knox Creek:

Approximately 3,000 feet

downstream of Balch Road *692

At confluence of Tributary to

Knox Creek ........................ *738

Tributary to Knox Creek:

At confluence with Knox

Creek ................................. *738

Source of flooding and location

# Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

At Capshaw Road ................. *752

Limestone Creek:

At State Route 20 ................. *573

At railroad .............................. *585

Miller Branch:

Approximately 1,000 feet

east of intersection of Boeing Circle and Boeing Boulevard ................................. *571

Approximately 2.04 miles upstream of Wall-Triana

Highway ............................. *573

Mountain Brook Branch:

At confluence with Fagan

Creek ................................. *647

Approximately 1,040 feet upstream of Darnell Street .... *703

Beaverdam Creek 2:

Approximately 500 feet upstream of State Route 20 .. *570

At Old Highway 20 ................ *572

Betts Spring Branch:

At confluence with Barren

Fork Creek ......................... *570

At Lady Ann Lake Dam ......... *577

Chase Creek:

At confluence with Flint River *660

Approximately 0.5 mile upstream of Old Gurley Road *732

Flint River:

Approximately 300 feet

downstream of confluence

of Chase Creek ................. *660

Approximately 1.8 miles upstream of confluence of

Chase Creek ...................... *665

Lady Ann Lake:

Shoreline within community .. *577

Peevey Creek:

Approximately 0.6 mile upstream of confluence with

Robinson Mill Creek .......... *607

Approximately 100 feet upstream of Little Cove Road *628

Piney Creek:

At Joe Wheeler Highway ...... *564

At Roberts Road ................... *572

Tennessee River:

Approximately 0.6 mile upstream of confluence of

Unnamed Tributary to Tennessee River ...................... *575

Approximately 2.5 miles

downstream of confluence

of Flint River ...................... *577

Withers Spring Branch:

Approximately 1,200 feet

downstream of Airport

Road .................................. *567

Approximately 0.48 mile upstream of Old Highway 20 *661

McDonald Creek:

Approximately 0.5 mile upstream of Patton Road ...... *603

Approximately 1,500 feet

downstream of confluence

of Unnamed Tributary to

McDonald Creek ................ *620

Blue Spring Creek:

Upstream side of Leland

Drive .................................. *702

Downstream side of Pulaski

Pike .................................... *750

Maps available for inspection

At the Huntsville City Hall,

320 Fountain Circle, Huntsville, Alabama.

Source of flooding and location

# Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

———

Madison County (Unincorporated Areas) (FEMA

Docket Nos. 7199 and

7243)

Aldridge Creek:

At confluence with Tennessee River ...................... *576

Approximately 0.52 mile upstream of railroad bridge ... *576

Big Cove Creek:

Approximately 0.75 mile upstream of confluence with

Flint River .......................... *601

At Dug Hill Road ................... *654

Bradford Creek:

At confluence with Barren

Fork Creek ......................... *570

Approximately 2,000 feet

downstream of Palmer

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

Brier Fork Flint River:

At confluence with Flint River *672

Approximately 130 feet upstream of confluence of

Unnamed Tributary to Brier

Fork Flint River .................. *742

Unnamed Tributary to Brier

Fork Flint River:

At confluence with Brier Fork

Flint River .......................... *742

At upstream crossing of U.S.

Route 431 .......................... *790

Chase Creek:

At confluence with Flint River *660

Approximately 650 feet upstream of Old Gurley Road *721

Beaverdam Creek 1:

At confluence with Brier Fork

Flint River .......................... *701

At Mount Lebanon Road ....... *755

Dry Creek 2:

At confluence with Indian

Creek ................................. *672

Approximately 300 feet

downstream of Indian

Creek Road ....................... *673

Approximately 1,100 feet upstream of confluence of

Tributary 4 to Dry Creek 2 *773

Tributary 1 to Dry Creek 2:

At confluence with Dry Creek

2 ......................................... *705

Approximately 2,300 feet upstream of Rideout Road .... *749

Tributary 2 to Dry Creek 2:

At confluence of Dry Creek ... *726

At Rideout Road .................... *732

Approximately 20 feet downstream of Garner Road ..... *782

Tributary 3 to Dry Creek 2:

At confluence with Dry Creek

2 ......................................... *759

At downstream side of Bob

Wade Lane ........................ *764

Tributary 4 to Dry Creek 2:

At confluence with Dry Creek

2 ......................................... *770

Approximately 500 feet upstream of confluence with

Dry Creek 2 ....................... *773

Flint River:

At confluence with Tennessee River ...................... *578

Upstream side of Ryland

Pike .................................... *646

Approximately 0.5 mile upstream of Ryland Pike ....... *647
28282 Federal Register / Vol. 63, No. 99 / Friday, May 22, 1998 /Rules and Regulations

Source of flooding and location

# Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

At confluence of Brier Fork

Flint River .......................... *672

Huntsville Spring Branch:

Approximately 260 feet

downstream of Martin

Road .................................. *575

Approximately 1,000 feet upstream of Martin Road ....... *575

Indian Creek:

At State Route 20 ................. *613

Upstream side of Old Moravia Road ............................ *701

Tributary 1 to Indian Creek:

At confluence with Indian

Creek ................................. *616

Approximately 750 feet upstream of railroad .............. *639

Tributary 2 to Indian Creek:

Approximately 1,000 feet upstream of confluence with

Indian Creek ...................... *675

Approximately 4,075 feet upstream of confluence with

Indian Creek ...................... *700

Tributary 3 to Indian Creek:

At confluence with Indian

Creek ................................. *699

Approximately 160 feet upstream of U.S. Route 72 ... *762

Knox Creek:

At County Line Road ............. *680

Approximately 1,500 feet

downstream of confluence

of Tributary to Knox Creek *733

Mill Creek:

Approximately 3,100 feet upstream of Browns Ferry

Road .................................. *676

Approximately 250 feet

downstream of Angela

Drive .................................. *731

Peevey Creek:

Approximately 0.6 mile upstream of confluence of

Robinson Mill Creek .......... *607

Approximately 0.4 mile upstream of Little Cove Road *635

Tennessee River:

At Limestone/Madison County boundary ........................ *567

At confluence of Paint Rock

River .................................. *579

Unnamed Tributary to Tennessee River:

At confluence with Tennessee River ...................... *575

At Sockwell Drive .................. *575

Yellow Bank Creek:

At confluence with Flint River *580

At Oak Grove Road .............. *580

Tributary to Knox Creek:

Approximately 500 feet upstream of confluence with

Knox Creek ........................ *739

At upstream side of WallTriana Highway .................. *743

Miller Branch:

At Wall-Triana Highway ........ *571

Approximately 2 miles upstream of Wall-Triana

Highway ............................. *573

Betts Spring Road:

At confluence with Barren

Fork Creek ......................... *570

Approximately 0.7 mile upstream of James Record

Road .................................. *576

McDonald Creek:

Source of flooding and location

# Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

At upstream side of Patton

Road .................................. *588

Approximately 1,500 feet

downstream of confluence

of Unnamed Tributary to

McDonald Creek ................ *620

Tennessee River (backwater

area):

At a point approximately 1.1

miles southwest of the

intersection of Martin Road

and U.S. Route 231 ........... *575

Maps available for inspection

at the Madison County Engineering Building, 814 Cook

Avenue, Huntsville, Alabama.

———

New Hope (City), Madison

County (FEMA Docket

Nos. 7199 and 7243)

Yellow Bank Creek:

At Oak Grove Road .............. *580

Approximately 0.57 mile upstream of West Carpenter

Road .................................. *592

Tributary to Yellow Bank Creek:

Approximately 600 feet upstream of confluence with

Yellow Bank Creek ............ *581

Approximately 1.180 feet upstream of Maple Road ....... *588

Maps available for inspection

at the New Hope City Hall,

5415 Main Drive, New

Hope, Alabama.

CONNECTICUT

Fairfield (Town), Fairfield

County (FEMA Docket No.

7247)

Londons Brook:

Approximately 430 feet

downstream of State Route

59 ....................................... *107

Approximately 1,100 feet upstream of Casmir Drive ..... *173

Londons Brook Divided Flow:

At confluence with Londons

Brook ................................. *118

At Bond Street ....................... *129

Maps available for inspection

at the Town of Fairfield Planning and Zoning Department,

725 Old Post Road, Fairfield,

Connecticut.

GEORGIA

Charlton County (Unincorporated Areas) (FEMA

Docket No. 7243)

St. Mary’s River:

Approximately 500 feet

downstream of County

boundary ............................ *9

Approximately 1.0 mile upstream of upstream crossing of State Route 94 ........ *116

Maps available for inspection

at the Charlton County Assessor’s Office, 100 North

3rd Street, Folkston, Georgia.

Source of flooding and location

# Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

KENTUCKY

Elkhorn City (City), Pike

County (FEMA Docket No.

7190)

Elkhorn Creek:

At the confluence with Russell Fork ............................. *786

Approximately 700 feet upstream of Higgins Road ..... *800

Maps available for inspection

at the Elkhorn City Hall, corner of Patty Lovelace Drive

and Carson Island Road,

Building 395, Elkhorn City,

Kentucky.

———

Pike County (Unincorporated

Areas) (FEMA Docket Nos.

7190 and 7247)

Johns Creek:

Approximately 100 feet

downstream of State Route

3227 ................................... * 715

Approximately 50 feet upstream of Stinking Branch

Road .................................. * 839

Long Fork:

Approximately 500 feet upstream of the confluence

with Shelby Creek ............. * 834

Approximately 0.3 mile upstream of confluence of

Sugarcamp Branch ............ * 959

Elkhorn Creek:

Approximately 750 feet

downstream of Higgins

Road .................................. * 792

Approximately 250 feet upstream of the confluence of

Upper Pigeon Branch ........ * 1,233

Ashcamp Branch:

At the confluence with Elkhorn Creek ......................... * 1,062

Tug Fork:

Approximately 0.35 mile upstream of confluence of

Turkey Creek ..................... * 663

Approximately 0.5 mile upstream of confluence of

Sycamore Creek ................ * 674

Shelby Creek:

Approximately 1.14 mile upstream of confluence with

Levisa Fork ........................ * 688

Approximately 0.26 mile upstream of Low Water

Crossing ............................. * 821

Maps available for inspection

at the Pike County Courthouse, Judge Executive’s Office, 324 Main Street,

Pikeville, Kentucky.

———

Pikeville (City), Pike County

(FEMA Docket Nos. 7190

and 7247)

Pikeville Pond:

Approximately 800 feet upstream of the confluence

with Levisa Fork ................ * 670

Approximately 1,750 feet upstream of Baird Avenue ..... * 686

Harolds Branch:

At confluence with Pikeville

Pond .................................. * 672
Federal Register / Vol. 63, No. 99 / Friday, May 22, 1998 /Rules and Regulations 28283

Source of flooding and location

# Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 290 feet upstream of confluence with

Pikeville Pond .................... * 672

Ferguson Creek:

At confluence with Pikeville

Pond .................................. * 670

Approximately 0.25 mile upstream of confluence with

Pikeville Pond .................... * 670

Maps available for inspection

at the Building Inspector’s Office, 260 Hambley Boulevard,

Pikeville, Kentucky.

MARYLAND

Caroline County (Unincorporated Areas) (FEMA

Docket No. 7243)

Miles Branch:

Downstream corporate limits * 12

At Wright Road ...................... * 37

Maps available for inspection

at the Caroline County Planning Office, 109 Market

Street, Caroline County

Courthouse, Second Floor,

Denton, Maryland.

———

Federalsburg (Town), Caroline and Dorchester Counties (FEMA Docket No.

7243)

Miles Branch:

At Reliance Avenue (State

Route 313) ......................... * 22

Approximately 0.8 mile upstream of Reliance Avenue * 34

Maps available for inspection

at the Federalsburg Town

Hall, 118 North Main Street,

Federalsburg, Maryland.

MINNESOTA

Chaska (City), Carver County

(FEMA Docket No. 7247)

East Creek:

Approximately 1,875 feet upstream of confluence with

Minnesota River ................. *712

Approximately 100 feet upstream of North Valley

Road .................................. *775

Minnesota River:

At upstream side of Milwaukee Road Railroad ............. *724

Approximately 1,320 feet upstream of Milwaukee Road

Railroad ............................. *724

Old Clay Hole:

Entire shoreline within community ................................ *729

Ponding Areas at Outlet A:

Entire shoreline within community ................................ *719

Courthouse Lake:

Entire shoreline within community ................................ *703

Maps available for inspection at

the City of Chaska Engineer’s Office, One City Hall

Plaza, Chaska, Minnesota.

Source of flooding and location

# Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

NEW YORK

Camden (Town), Oneida

County (FEMA Docket No.

7243)

Cobb Brook:

At confluence with West

Branch Fish Creek ............. *472

Approximately 0.82 mile upstream of Shady Lane ....... *574

Mad River:

At downstream corporate limits ....................................... *520

Approximately 100 feet upstream of River Road ........ *597

West Branch Fish Creek:

Approximately 0.4 mile downstream of Brewer Road ..... *461

Approximately 1.12 miles upstream of State Route 13 .. *526

Maps available for inspection

at the Camden Town Hall,

Code Enforcement Office,

Second Street, Camden,

New York.

———

Endicott (Village), Broome

County (FEMA Docket No.

7243)

Susquehanna River:

Approximately 1,500 feet upstream of the confluence of

Nanticoke Street ................ *829

Approximately 600 feet upstream of the Vestal Avenue bridge .......................... *830

Maps available for inspection

at the Endicott Municipal

Building, 1009 East Main

Street, Endicott, New York.

———

Rome (City), Oneida County

(FEMA Docket No. 7243)

Wood Creek:

Approximately 600 feet

downstream of Erie Canal

Triple Culvert ..................... *414

Approximately 100 feet upstream of West Dominick

Street ................................. *438

Maps available for inspection

at the City Engineer’s Office,

Rome City Hall, Liberty

Plaza, Rome, New York.

NORTH CAROLINA

Catawba County (Unincorporated Areas) (FEMA

Docket No. 7231)

Catawba River (Lake Hickory):

At Oxford Dam ...................... *935

At confluence of Snow Creek *935

Catawba River (Lookout Shoals

Lake):

At Lookout Shoals Dam ........ *847

Approximately 4.3 miles upstream of Lookout Shoals

Dam ................................... *849

Catawba River (Lake Norman):

At downstream county

boundary ............................ *761

Approximately 0.6 mile downstream of NC 1004 ............ *763

Elk Shoal Creek:

Source of flooding and location

# Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 875 feet upstream of confluence with

Catawba River ................... *849

Approximately 750 feet upstream of State Route

1700 ................................... *849

Dellinger Creek:

At confluence with Elk Shoal

Creek ................................. *850

Approximately 850 feet upstream of confluence with

Elk Shoal Creek ................. *853

Maps available for inspection

at the Catawba County Zoning Office, 100A Southwest

Boulevard, Newton, North

Carolina.

———

Watauga County (Unincorporated Areas) (FEMA

Docket No. 7243)

Watauga River:

Approximately 0.75 mile upstream of Breached Dam .. *2,905

Approximately 0.79 mile upstream of Aldridge Road

(SR 1594) .......................... *3,240

Maps available for inspection

at the Watauga County Planning and Inspections Department, County Courthouse,

842 West King Street, Suite

7, Boone, North Carolina.

PENNSYLVANIA

Carroll (Township), Perry

County (FEMA Docket No.

7235)

Sherman Creek:

Approximately 0.43 mile

downstream of State Route

34 ....................................... *442

Downstream side of Pisgah

State Road ......................... *457

Unnamed Tributary to Sherman

Creek:

Confluence with Sherman

Creek ................................. *446

Approximately 350 feet

downstream of Private

Road .................................. *447

Maps available for inspection

at the Office of the Township

Secretary, 5235 Spring Road,

Shermans Dale, Pennsylvania.

WISCONSIN

Avoca (Village), Iowa County

(FEMA Docket No. 7243)

Wisconsin River:

At upstream corporate limits *688

At downstream corporate limits ....................................... *686

Maps available for inspection

at the Avoca Village Hall, 407

Front Street, Avoca, Wisconsin.

———

Boscobel (City), Grant

County (FEMA Docket No.

7243)

Wisconsin River:
28284 Federal Register / Vol. 63, No. 99 / Friday, May 22, 1998 /Rules and Regulations

Source of flooding and location

# Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 0.91 mile

downstream of U.S. Route

61 ....................................... *655

Approximately 0.56 mile upstream of U.S. Route 61 ... *657

Sanders Creek:

At U.S. Route 61 ................... *657

Approximately 90 feet upstream of upstream corporate limits ....................... *678

Maps available for inspection

at the Boscobel City Hall,

1006 Wisconsin Avenue,

Boscobel, Wisconsin.

———

Iowa County (Unincorporated Areas) (FEMA

Docket No. 7227)

Wisconsin River:

At downstream county

boundary ............................ *680

At upstream county boundary *731

Maps available for inspection

at the Iowa County Zoning

Office, 222 North Iowa

Street, Dodgeville, Wisconsin.

———

Manitowoc County (Unincorporated Areas) (FEMA

Docket No. 7243)

Sheboygan River:

At county boundary ............... *845

At corporate limits of Kiel

(State Routes 67 and 32) .. *882

Maps available for inspection

at the Manitowoc County

Planning & Park Commission, 4319 Expo Drive,

Manitowoc, Wisconsin.

———

Merrill (City), Lincoln County

(FEMA Docket No. 7247)

Wisconsin River:

Approximately 1.1 miles

downstream of U.S. Route

51 ....................................... *1,241

Approximately 500 feet upstream of Alexander Dam *1,276

Prairie River:

At the confluence with Wisconsin River ....................... *1,252

Approximately 1,480 feet upstream of Third Street ....... *1,259

Devil Creek:

At the confluence with Wisconsin River ....................... *1,254

At Heldt Street ....................... *1,266

Maps available for inspection

at the City of Merrill Building

Inspector/Zoning Administrator’s Office, Merrill City Hall,

1004 East First Street, Merrill, Wisconsin.

(Catalog of Federal Domestic Assistance No.

83.100, ‘‘Flood Insurance.’’)

Dated: May 11, 1998.

Michael J. Armstrong,

Associate Director for Mitigation.

[FR Doc. 98–13732 Filed 5–21–98; 8:45 am]

BILLING CODE 6718–04–P

DEPARTMENT OF DEFENSE

48 CFR Parts 225 and 252

[DFARS Case 97–D321]

Defense Federal Acquisition

Regulation Supplement; Waiver of

Domestic Source Restrictions

AGENCY: Department of Defense (DoD).

ACTION: Final rule.

SUMMARY: The Director of Defense

Procurement has adopted as final, with

changes, an interim rule that was

published in the Federal Register on

February 4, 1998. The rule amends the

Defense Federal Acquisition Regulation

Supplement (DFARS) to implement

Section 811 of the National Defense

Authorization Act for Fiscal Year 1998.

Section 811 limits the authority for

waiver of the domestic source

restrictions of 10 U.S.C. 2534(a).

EFFECTIVE DATE: May 22, 1998.

FOR FURTHER INFORMATION CONTACT:

Ms. Amy Williams, (703) 602–0131.

SUPPLEMENTARY INFORMATION:

A. Background

An interim rule with request for

comments was published at 63 FR 5744

on February 4, 1998. The rule amended

DFARS Parts 225 and 252 to implement

Section 811 of the National Defense

Authorization Act for Fiscal Year 1998

(Pub. L. 105–85). Section 811 provides

that DoD may exercise the authority of

10 U.S.C. 2534(d), to waive the domestic

source restrictions of 10 U.S.C. 2534(a),

only if the waiver is made for a

particular item and for a particular

foreign country. 10 U.S.C. 2534(a)

contains domestic source restrictions

applicable to procurement of the

following items: Buses, chemical

weapons antidote, components for naval

vessels (including air circuit breakers,

anchor and mooring chain, and totally

enclosed lifeboats), and ball and roller

bearings.

One source submitted comments in

response to the interim rule. The

comments were considered in the

formation of the final rule. The final

rule adds guidance to clarify that, for

contracts entered into prior to the

effective date of a waiver, provided

adequate consideration is received to

modify the contract, such waiver shall

be applied as directed or authorized in

the waiver to (1) subcontracts entered

into on or after the effective date of the

waiver; and (2) options for the

procurement of items that are exercised

after the effective date of the waiver, if

the option prices are adjusted for any

reason other than the application of the

waiver.

B. Regulatory Flexibility Act

DoD certifies that this final rule will

not have a significant economic impact

on a substantial number of small entities

within the meaning of the Regulatory

Flexibility Act, 5 U.S.C. 601, et seq.,

because there are no known small

business manufacturers of buses, air

circuit breakers, or the restricted

chemical weapons antidote; the

acquisition of anchor and mooring

chain, totally enclosed lifeboat survival

systems, and noncommercial ball and

roller bearings is presently restricted to

domestic sources by defense

appropriations acts; and the restrictions

of 10 U.S.C. 2534(a) do not apply to

purchases of commercial items

incorporating ball or roller bearings.

C. Paperwork Reduction Act

The Paperwork Reduction Act does

not apply, because this final rule does

not impose any information collection

requirements that require the approval

of the Office of Management and Budget

under 44 U.S.C 3501, et seq.

List of Subjects in 48 CFR Parts 225 and

252

Government procurement.

Michele P. Peterson,

Executive Editor, Defense Acquisition

Regulations Council.

Interim Rule Adopted as Final With

Changes

Accordingly, the interim rule

amending 48 CFR Parts 225 and 252,

which was published at 63 FR 5744 on

February 4, 1998, is adopted as final

with the following changes:

1. The authority citation for 48 CFR

Parts 225 and 252 continues to read as

follows:

Authority: 41 U.S.C. 421 and 48 CFR

Chapter 1.

PART 225—FOREIGN ACQUISITION

2. Section 225.7005 is amended by

adding paragraph (a)(4) to read as

follows:

225.7005 Waiver of certain restrictions.

* * * * *

(a) * * *

(4) For contracts entered into prior to

the effective date of a waiver, provided

adequate consideration is received to

modify the contract, such waiver shall

be applied as directed or authorized in

the waiver to—

(i) Subcontracts entered into on or

after the effective date of the waiver;

and

(ii) Options for the procurement of

items that are exercised after the

effective date of the waiver, if the option