54392 Federal Register / Vol. 62, No. 202 / Monday, October 20, 1997 / 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.

North Carolina:

Durham

(FEMA

Docket No.

7197).

City of Durham ..... August 30, 1996, September 6, 1996, The Herald-Sun.The Honorable Sylvia Kerckhoff,

Mayor of the City of Durham, 101

City Hall Plaza, Durham, North

Carolina 27701.

August 23, 1996 .. 370086 G

Edgecombe

and Nash

(FEMA

Docket No.

7201).

City of Rocky

Mount.

December 16, 1996, December 23, 1996,

Rocky Mount Evening

and Sunday Telegram.

Mr. Stephen W. Raper, Rocky Mount

City Manager, P.O. Box 1180,

Rocky Mount, North Carolina

27802–1180.

December 9, 1996 370092 C

Wake County

(FEMA

Docket No.

7201).

Unincorporated

Areas.

December 11, 1996, December 18, 1996, The

News and Observer.

Mr. Richard Y. Stevens, Wake County Manager, 336 Fayetteville Street,

P.O. Box 550, Raleigh, North Carolina 27602.

December 4, 1996 370368 E

Wilkes (FEMA

Docket No.

7201).

North Wilkesboro November 25, 1996, December 2, 1996, Journal Patriot.Mr. James H. Bentley, Town Manager, P.O. Box 218, North

Wilkesboro, North Carolina 28659.

November 20,

1996.

370257 B

Ohio:

Franklin

(FEMA

Docket No.

7201).

City of Dublin ....... November 14, 1996, November 21, 1996, Columbus Dispatch.Mr. Tim Hansley, City of Dublin Manager, 6665 Kaufman Road, Dublin,

Ohio 43017.

November 7, 1996 390673 G

Summit

(FEMA

Docket No.

7197).

City of Hudson ..... August 28, 1996, September 4, 1996, Hudson

Hub.

The Honorable Harold L. Bayleff,

Mayor of the City of Hudson, 27

East Main Street, Hudson, Ohio

44236.

August 22, 1996 .. 390660 B

South Carolina:

Greenville

County

(FEMA

Docket No.

7201).

Unincorporated

Areas.

December 9, 1996, December 16, 1996, The

Greenville News.

Mr. Gerald Seals, Greenville County

Administrator, 301 University

Ridge, Suite 100, Greenville, South

Carolina 29601.

December 2, 1996 450089 B

Lancaster

(FEMA

Docket No.

7201).

City of Lancaster .. September 27, 1996, October 4, 1996, The Lancaster News.The Honorable Robert Mobley, Mayor

of the City of Lancaster, P.O. Box

1149, Lancaster, South Carolina

29721.

September 5,

1996.

450121 B

Tennessee: Shelby

(FEMA Docket

No. 7191).

City of Memphis ... June 14, 1996, June 21,

1996, The Commercial

Appeal.

The Honorable W.W. Harrenton,

Mayor of the City of Memphis, 125

North Main Street, Memphis, Tennessee 38103.

September 19,

1996.

470177 E

Virginia: Stafford

(FEMA Docket

No. 7201).

Unincorporated

Areas.

July 23, 1996, July 30,

1996, Free Lance-Star.

Mr. C.M. Williams, Jr., Stafford County Administrator, 1300 Courthouse

Road, P.O. Box 339, Stafford, Virginia 22555–0339.

October 28, 1996 510154 D

(Catalog of Federal Domestic Assistance No.

83.100, ‘‘Flood Insurance.’’)

Dated: October 9, 1997.

Michael J. Armstrong,

Associate Director for Mitigation.

[FR Doc. 97–27710 Filed 10–17–97; 8:45 am]

BILLING CODE 6718–03–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:

Frederick H. Sharrocks, Jr., Chief,

Hazard Identification Branch, Mitigation

Directorate, 500 C Street SW.,

Washington, DC 20472, (202) 646–2796.

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
Federal Register / Vol. 62, No. 202 / Monday, October 20, 1997 / Rules and Regulations 54393

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)

CONNECTICUT

Wilton (Town), Fairfield

County (FEMA Docket No.

7219)

West Branch Saugatuck River:

Approximately 840 feet upstream of Westport/Wilton

corporate limits .................. *95

Approximately 800 feet upstream of Route 53 (Cedar

Road) ................................. *159

Maps available for inspection

at the Inland Wetland Commission, Wilton Town Hall

Annex, 238 Danbury Road,

Wilton, Connecticut.

FLORIDA

Century (City), Escambia

County (FEMA Docket No.

7199)

Escambia River:

Approximately 3.0 miles

downstream of State Route

4 ......................................... *56

At State Route 4 ................... *59

Maps available for inspection

at the Century Town Hall,

7995 North Century Boulevard, Century, Florida.

———

Pensacola Beach—Santa

Rosa Island Authority

(Escambia County) (FEMA

Docket No. 7199)

Gulf of Mexico:

At the intersection of Bulevar

Mayor and Ensenada Siete *11

Maps available for inspection

at the Santa Rosa Island Authority, 1 Viva De Luna, Pensacola Beach, Florida.

ILLINOIS

Lake-In-The-Hills (Village),

McHenry County (FEMA

Docket No. 7164)

Woods Creek:

Just downstream of Huntley

Algonquin Road ................. *782

Just upstream of Huntley

Algonquin Road ................. *850

Kishwaukee Creek:

At State Route 47 ................. *859

Approximately 0.63 mile upstream of Huntley Crystal

Lake Road ......................... *872

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Maps available for inspection

at the Village Hall, 1115

Crystal Lake Road, Lake-InThe-Hills, Illinois.

INDIANA

Peru (City), Miami County

(FEMA Docket No. 7223)

Prairie Ditch:

Approximately 0.8 mile downstream of North Broadway

Street ................................. *646

At downstream side of

Lovers Lane (upstream

corporate limits) ................. *671

Shallow Flooding Area:

Approximately 800 feet south

of Lovers Lane, approximately 400 feet east of

Chili Street, approximately

1,000 feet north of Harrison Avenue ...................... *2

Maps available for inspection

at the Miami County Courthouse, Room 102, Corner of

Main and Broadway Streets,

Peru, Indiana.

MISSISSIPPI

Canton (City), Madison

County (FEMA Docket No.

7164)

Bear Creek:

Approximately 200 feet upstream of Fulton Street

(State Highway 22) ............ *219

Approximately 340 feet upstream of Illinois Central

Railroad ............................. *221

Maps available for inspection

at the City Hall, 226 East

Peace Street, Canton, Mississippi.

———

Madison County (Unincorporated Areas) (FEMA

Docket No. 7164)

Bear Creek:

At State Highway 22 ............. *219

At Illinois Central Railroad .... *221

Maps available for inspection

at the Madison County Office

and Chancery Court Building,

146 West Center Street,

Canton, Mississippi.

New York

Yonkers (City), Westchester

County (FEMA Docket No.

7219)

Saw Mill River:

Approximately 1,420 feet

downstream of Ashburton

Avenue ............................... *95

Approximately 0.4 mile upstream of Hearst Street ..... *115

Crestwood Lake:

Entire shoreline ..................... *161

Maps available for inspection

at the Engineering Department, Room 313, Yonkers

City Hall, Yonkers, New York.
54394 Federal Register / Vol. 62, No. 202 / Monday, October 20, 1997 / Rules and Regulations

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

North Carolina

Brevard (City), Transylvania

County (FEMA Docket No.

7223)

Confluence with Davidson River *2,113

Divergence from Davidson

River ...................................... *2,123

Davidson River:

Confluence with French

Broad River ........................ *2,103

Downstream side of U.S.

Highway 64/276 Eastbound *2,124

French Broad River:

Approximately 400 feet

downstream of confluence

of Davidson River .............. *2,103

Approximately 0.53 mile upstream of confluence of

Unnamed Tributary to

French Broad River ........... *2,124

Lamb Creek:

Confluence with French

Broad River ........................ *2,104

Approximately 1,630 feet upstream of Lambs Creek

Road .................................. *2,251

Lambo Creek:

Confluence with French

Broad River ........................ *2,104

At footbridge dam .................. *2,184

Nicholson Creek:

Confluence with French

Broad River ........................ *2,116

Approximately 25 feet downstream of Southern Railway .................................... *2,149

King Creek:

Confluence with French

Broad River ........................ *2,105

Approximately 1,430 feet upstream of Mill Brook Drive *2,266

Long Branch:

Confluence with King Creek *2,139

Approximately 600 feet

downstream of Southern

Railway .............................. *2,143

Unnamed Tributary to Davidson

River:

Confluence with Davidson

River .................................. *2,108

Approximately 260 feet upstream Southern Railway

Spur ................................... *2,109

Gilbreath Branch:

Confluence with Lambo

Creek ................................. *2,105

Approximately 320 feet

downstream Old U.S. Highway 64 ............................... *2,107

Unnamed Tributary to French

Broad River:

Confluence with French

Broad River ........................ *2,124

Approximately 620 feet

downstream Country Club

Road .................................. *2,128

Maps available for inspection

at the City of Brevard Planning Department, 151 West

Main Street, Brevard, North

Carolina.

———

North Topsail Beach (Town),

Onslow County (FEMA

Docket No. 7219)

Atlantic Ocean:

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 225 feet south

of the intersection of 14th

Avenue and Ocean Boulevard (SR 1583) .................. *19

Just north of the intersection

of Gray Street and North

Carolina State Route 210 .. *11

Stump Sound/Intracoastal Waterway:

Approximately 0.7 mile north

of the intersection of Sand

Piper Drive and New River

Inlet Road .......................... *13

Approximately 0.5 mile northeast of confluence of Normans Creek and Old

Sound Channel .................. *11

Maps available for inspection

at the North Topsail Beach

Town Hall, 2008 Loggerhead

Court, North Topsail Beach,

North Carolina.

———

North Wilkesboro (Town),

Wilkes County (FEMA

Docket No. 7221)

Yadkin River:

Approximately 2.3 miles

downstream of confluence

with Reddies River ............ *957

Approximately 1.4 miles upstream of confluence with

Reddies River .................... *967

Reddies River:

At confluence with Yadkin

River .................................. *963

Approximately 2,950 feet upstream of confluence with

Yadkin River ...................... *969

Tributary M–1:

Approximately 375 feet

downstream of confluence

with Tributary M–1–1 ......... *1,065

Approximately 225 feet upstream of confluence with

Tributary M–1–1 ................ *1,075

Tributary Y–1:

From confluence with Yadkin

River .................................. *959

Approximately 750 feet upstream of confluence with

Yadkin River *959

Maps available for inspection

at the North Wilkesboro

Town Hall, 801 Main Street,

North Wilkesboro, North

Carolina.

———

Surf City (Town), Pender

and Onslow Counties

(FEMA Docket No. 7219)

Atlantic Ocean:

Approximately 250 feet south

of the intersection of NC

50 and Reachwood Drive .. *19

At intersection of Goldsboro

Avenue and New River

Drive .................................. *11

Topsail Sound:

Approximately 1,250 feet

northwest of the intersection of Pender Avenue and

Shore Drive ........................ *12

Approximately 1,400 feet

northwest of the intersection of NC 50 and

Reachwood Drive .............. *9

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Maps available for inspection

at the Surf City Town Hall,

214 North New River Drive,

Surf City, North Carolina.

————

Topsail Beach (Town),

Pender County (FEMA

Docket No. 7219)

Atlantic Ocean:

Approximately 350 feet

southeast of the intersection of Clark Avenue and

NC State Route 1554 ........ *20

At intersection of Humphrey

Avenue and Shore Drive ... *13

Topsail Sound:

Approximately 700 feet west

of the intersection of Shore

Line Drive and Godwin Avenue along Shoreline Drive *13

Approximately 450 feet northwest of intersection of

Fields Avenue and Shore

Drive .................................. *10

Maps available for inspection

at the Topsail Beach Town

Hall, 820 South Anderson

Boulevard, Topsail Beach,

North Carolina.

OHIO

Butler County (Unincorporated Areas) (FEMA

Docket No. 7221)

Mill Creek:

At East Crescentville Road ... *585

Approximately 0.9 mile upstream of Tylersville Road *628

East Fork Mill Creek:

At East Crescentville Road ... *586

Approximately 1,450 feet upstream of Station Road ..... *661

Tributary to East Fork Mill

Creek:

At confluence with East Fork

Mill Creek ........................... *602

Approximately 1,900 feet upstream of Dimmick Road *655

Gregory Creek:

Approximately 1,680 feet

downstream of Hamilton

Mason Road ...................... *703

Approximately 1,120 feet upstream of Shawnee Lane .. *737

Maps available for inspection

at the Butler County Administrative Center, 130 High

Street, 3rd Floor, Hamilton,

Ohio.

———

Franklin County (Unincorporated Areas) (FEMA

Docket No. 7215)

Georges Creek Overland Flow:

At confluence with Georges

Creek ................................. *747

Approximately 2,080 feet upstream of confluence with

Georges Creek .................. *752

Maps available for inspection

at the Franklin County Zoning

Department, 373 South High

Street, 15th Floor, Columbus,

Ohio.
Federal Register / Vol. 62, No. 202 / Monday, October 20, 1997 / Rules and Regulations 54395

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

PENNSYLVANIA

Castanea (Township), Clinton County (FEMA Docket

No. 7215)

West Branch Susquehanna

River:

At confluence of Bald Eagle

Creek ................................. *564

Approximately 140 feet upstream of Constitution

Street ................................. *566

Bald Eagle Creek:

At confluence with West

Branch Susquehanna River *564

Approximately 1,750 feet upstream of upstream CONRAIL bridge ........................ *567

Ponding Areas:

On west side of U.S. Highway 220 approximately 0.5

mile south of U.S. Highway

220 overpass over Jay

Street ................................. *550

Approximately 2,000 feet

northeast of the CONRAIL

crossing over Bald Eagle

Creek ................................. *564

Maps available for inspection

at the Castanea Municipal

Building, 347 Nittany Road,

Castanea, Pennsylvania.

———

Heidelberg (Township),

Berks County (FEMA

Docket No. 7195)

Tulpehocken Creek:

Approximately 270 feet

downstream of U.S. 422 .... *359

Downstream side of U.S. 422 *359

Furnace Creek No. 2:

Approximately 175 feet

downstream of upstream

corporate limits .................. *505

At upstream corporate limits *508

Maps available for inspection

at the Heidelberg Township

Building, 373 Charming

Forge Road, Robesonia,

Pennsylvania.

———

Landingville (Borough),

Schuylkill County (FEMA

Docket No. 7172)

Schuylkill River:

Approximately 750 feet

downstream of CONRAIL .. *476

Approximately 1,830 feet upstream of Main Street ........ *490

Maps available for inspection

at the Landingville Planning

and Zoning Department, 401

North 2nd Street, Pottsville,

Pennsylvania.

———

Port Clinton (Borough),

Schuylkill County (FEMA

Docket No. 7172)

Schuylkill River:

Approximately 550 feet

downstream of confluence

of Little Schuylkill River ..... *406

Approximately 0.7 mile upstream of CONRAIL .......... *412

Little Schuylkill River:

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

At confluence with Schuylkill

River .................................. *407

Approximately 600 feet upstream of Broad Street ...... *407

Maps available for inspection

at the Port Clinton Borough

Fire Hall, Broad Street, Port

Clinton, Pennsylvania.

———

Shoemakersville (Borough),

Berks County (FEMA

Docket No. 7172)

Schuylkill River:

Approximately 1,050 feet

downstream of confluence

of Pigeon Creek ................. *308

Approximately 3,580 feet upstream of Miller Street ....... *315

Tributary No. 2 to Schuylkill

River:

At confluence with Schuylkill

River .................................. *314

Approximately 100 feet

downstream of Private

Lane ................................... *347

Maps available for inspection

at the Shoemakersville Borough Office, 242 Main Street,

Shoemakersville, Pennsylvania.

———

Winslow (Township), Jefferson County (FEMA Docket

No. 7219)

Soldier Run:

Downstream corporate limits *1,376

Upstream corporate limits ..... *1,482

Maps available for inspection

at the Winslow Township Municipal Building, R.D. 1,

Reynoldsville, Pennsylvania.

———

Wyomissing (Borough),

Berks County (FEMA

Docket No. 7172)

Schuylkill River:

Approximately 1,200 feet upstream of Buttonwood

Street ................................. *212

Approximately 40 feet downstream of confluence of

Tulpehocken Creek ........... *213

Lauers Run:

At downstream side of Old

Mill Road ............................ *254

Approximately 25 feet downstream of downstream end

of Lauer’s Lane culvert ...... *265

Tributary No. 1 to Lauers Run:

At confluence with Lauers

Run .................................... *261

Tributary No. 2 to Lauers Run:

At confluence with Lauers

Run .................................... *262

Wyomissing Creek:

Approximately 2,000 feet

downstream of Wyomissing

Boulevard ........................... *220

Approximately 1,300 feet

downstream of Wyomissing

Boulevard ........................... *227

Maps available for inspection

at the Wyomissing Borough

Hall, 22 Reading Boulevard,

Wyomissing, Pennsylvania.

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

TENNESSEE

Jackson (City), Madison

County (FEMA Docket No.

7215)

South Fork of Forked Deer

River:

Approximately 1,200 feet

downstream of U.S. Route

70 ....................................... *346

Approximately 1,200 feet upstream of the confluence of

Jones Creek ...................... *357

Cane Creek:

At the confluence with South

Fork of Forked Deer River *355

Approximately 200 feet

downstream of Hicks

Street ................................. *356

Anderson Branch:

At the confluence with South

Fork of Forked Deer River *356

Approximately 0.9 mile upstream of Lexington Street *414

Bond Creek:

At the confluence with South

Fork of Forked Deer River *356

Approximately 375 feet

downstream of Perry

Switch Road ...................... *356

Meridian Creek:

At the confluence with South

Fork of Forked Deer River *357

Approximately 250 feet

downstream of Illinois

Central Railroad ................. *357

Moize Creek:

Approximately 900 feet upstream of Old Humboldt

Road .................................. *402

Approximately 0.78 mile upstream of Glen Echo Road *436

Bayberry Creek:

Approximately 0.5 mile upstream of the confluence

with South Fork of Forked

Deer River ......................... *345

At Old Hickory Boulevard ...... *424

Maps available for inspection

at the Jackson City Planning

Department, 111 North

Church Street, Jackson, Tennessee.

———

Madison County (Unincorporated Areas) (FEMA

Docket No. 7215)

Matthews Creek:

At confluence with Middle

Fork of Forked Deer River *344

Approximately 0.61 mile upstream of John Smith Road *410

Deloach Creek:

Approximately 250 feet

downstream of Illinois

Central Railroad ................. *346

At McClellan Road ................ *416

Moize Creek:

Approximately 250 feet

downstream of Illinois

Central Railroad ................. *350

At the upstream side of Old

Humboldt Road .................. *399

Turkey Creek:

Approximately 700 feet

downstream of Mason

Road .................................. *357
54396 Federal Register / Vol. 62, No. 202 / Monday, October 20, 1997 / Rules and Regulations

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

At county boundary 2.2 miles

upstream of U.S. Road

45E .................................... *393

Dyer Creek:

Approximately 0.84 mile

downstream of the Florida

Steel Railroad .................... *359

At Christmasville Road .......... *444

South Fork of Forked Deer

River:

At Westover Road ................. *348

Approximately 1.1 miles upstream of U.S. Route 45

(South Highland Avenue) .. *357

Johnson Creek (South Fork

Basin):

Approximately 950 feet

downstream of Lower

Brownsville Road ............... *343

At downstream side of Mt.

Pinson Road ...................... *424

North Fork of South Fork of

Forked Deer River:

Approximately 350 feet

downstream of Range

Road (State Route 8241) .. *378

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

Jones Creek:

Approximately 1,500 feet

downstream of Illinois

Central Railroad ................. *366

Approximately 650 feet

downstream of Bendix

Drive .................................. *390

Dry Branch:

Entire shoreline of impoundment behind Johnson

Creek Watershed Dam No.

5 ......................................... *476

Little Johnson Creek:

Entire shoreline of impoundment behind Johnson

Creek Watershed Dam No.

10 ....................................... *478

Hart Creek:

Entire shoreline of impoundment behind Johnson

Creek Watershed Dam No.

4 ......................................... *465

Lackey Creek:

Entire shoreline of impoundment behind Johnson

Creek Watershed Dam No.

7 ......................................... *436

Sandy Creek:

At county boundary ............... *396

Approximately 1.86 miles upstream of Bowman-Collins

Road .................................. *492

Brown Creek:

At the confluence with North

Fork of South Fork of

Forked Deer River ............. *367

Approximately 1.14 miles upstream of Beech Bluff

Road .................................. *382

Sandy Creek Tributary:

At the confluence with Sandy

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

Approximately 850 feet upstream of Collins Road ...... *455

Maps available for inspection

at the Madison County Commissioner’s office building,

Madison County Courthouse,

100 East Main Street, Jackson, Tennessee 38301.

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

———

Medon (Town), Madison

County (FEMA Docket No.

7215)

Sandy Creek:

Approximately 375 feet

downstream of the confluence of Sandy Creek

Tributary ............................. *430

Approximately 1,375 feet upstream of Bowman Collins

Road .................................. *434

Maps available for inspection

at the Medon City Hall, 20

College Street, Medon, Tennessee.

WISCONSIN

Chippewa County (Unincorporated Areas) (FEMA

Docket Nos. 7199 and

7215)

Chippewa River:

Downstream county boundary ...................................... *804

Approximately 6,250 feet upstream of upstream City of

Chippewa Falls corporate

limits ................................... *853

Maps available for inspection

at the Chippewa County

Courthouse, 711 North

Bridge Street, Chippewa

Falls, Wisconsin.

———

Chippewa Falls (City), Chippewa County (FEMA

Docket Nos. 7199 and

7215)

Chippewa River:

Approximately 1 mile downstream of U.S. Highway 53 *821

Approximately 3.2 miles upstream of Soo Line Railroad .................................... *852

Maps available for inspection

at the Chippewa Falls City

Hall, Inspection Department,

30 West Central Street, Chippewa Falls, Wisconsin.

———

Eau Claire (City), Chippewa

and Eau Claire Counties

(FEMA Docket No. 7219)

Chippewa River:

At Interstate 94 ...................... *773

Upstream corporate limits ..... *806

Sherman Creek:

Confluence with Chippewa

River .................................. *776

Approximately 1.0 mile upstream of Menomonie

Street ................................. *808

Eau Claire River:

At the confluence with Chippewa River ......................... *782

Approximately 1,150 feet upstream of South Dewey

Street ................................. *783

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Maps available for inspection

at the Eau Claire City Hall,

Inspection Service Office,

203 South Farwell Street,

Eau Claire, Wisconsin.

(Catalog of Federal Domestic Assistance No.

83.100, ‘‘Flood Insurance.’’)

Dated: October 9, 1997.

Michael J. Armstrong,

Associate Director for Mitigation.

[FR Doc. 97–27711 Filed 10–17–97; 8:45 am]

BILLING CODE 6718–04–P

FEDERAL MARITIME COMMISSION

46 CFR Part 586

[Docket No. 96–20]

Port Restrictions and Requirements in

the United States/Japan Trade

AGENCY: Federal Maritime Commission.

ACTION: Petition for amendment to final

rule; denial.

SUMMARY: The Federal Maritime

Commission is denying a request

submitted by Japanese liner shipping

companies that per-voyage fees owed to

the agency pursuant to the final rule in

this proceeding be made payable to

escrow accounts, rather than to the

Commission directly.

ADDRESSES: Requests for publicly

available information or additional

filings should be addressed to: Joseph C.

Polking, Secretary, Federal Maritime

Commission, 800 North Capitol Street,

N.W., Washington, D.C. 20573, (202)

523–5725.

FOR FURTHER INFORMATION CONTACT:

Thomas Panebianco, General Counsel,

Federal Maritime Commission, 800

North Capitol Street, N.W., Washington,

D.C. 20573, (202) 523–5740.

SUPPLEMENTARY INFORMATION: The

Commission’s final rule in this

proceeding (62 FR 9696, amended 62 FR

18532 and 62 FR 18533) assessing pervoyage fees on Japanese liner shipping

companies in response to longstanding

restrictive and unfavorable requirements

for the use of Japanese ports become

effective on September 4, 1997. Under

the rule, Japanese shipping lines are

scheduled to make their first payment of

fees, covering the month of September,

on October 15.

On October 7, 1997, the Japanese

carriers submitted a letter requesting

that the Commission ‘‘consider

alternative ways and means by which