26368 Federal Register / Vol. 60, No. 95 / Wednesday, May 17, 1995 / 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.

Montana: Flathead

areas.

Unincorporated

areas.

Mar. 16, 1995, Mar.23,

1995, Daily Inter Lake.

The Honorable Sharon L. Stratton

Chairman, Flathead County,

Board of Commissioners, 800

South Main Street, Kalispell,

Montana 59901,.

Mar. 3, 1995 .......... 300023

Nevada: Independence.City of Carson City Mar. 23, 1995, Mar. 30,

1995, Nevada Appeal.

The Honorable Marv Teixeira,

Mayor, City of Carson City, 2621

Northgate Lane, Carson City, Nevada 89706.

Feb. 27, 1995 ........ 320001

Texas: Dallas, Denton, City of Dallas Collin,

Rockwall, and

Kaufman.

City of Dallas ......... Mar. 15, 1995, Mar. 22,

1995, Daily Commercial

Record.

The Honorable Steve Bartlett,

Mayor, at Large, City of Dallas,

1500 Marilla, Office of the Mayor

and City Council, 5E North, Dallas, Texas 75201.

Mar. 1, 1995 .......... 480171

(Catalog of Federal Domestic Assistance No.

83.100, ‘‘Flood Insurance.’’)

Dated: May 9, 1995.

Richard T. Moore,

Associate Director for Mitigation.

[FR Doc. 95–12126 Filed 5–16–95; 8:45 am]

BILLING CODE 6718–03–P

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 (1%

annual chance) flood elevations are

made final for the communities listed

below. The base (1% annual chance)

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:

Michael K. Buckley, P.E., Chief, Hazard

Identification Branch, Mitigation

Directorate, 500 C Street, SW.,

Washington, DC 20472, (202) 646–2756.

SUPPLEMENTARY INFORMATION: The

Federal Emergency Management Agency

(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:
Federal Register / Vol. 60, No. 95 / Wednesday, May 17, 1995 / Rules and Regulations 26369

Source of flooding and location

# Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

FLORIDA

Taylor County, (unincorporated areas) (FEMA

Docket No. 7112)

Woods Creek:

Approximately 350 feet upstream

of confluence with Spring

Creek ....................................... *31

Approximately 100 feet upstream

of U.S. Route 221 and State

Route 55 .................................. *50

Maps available for inspection

at the Courthouse Basement,

108 North Jefferson Street,

Perry, Florida.

ILLINOIS

Bolingbrook (village), Will

County (FEMA Docket No.

7093)

Lily Cache Creek:

Approximately 2,200 feet

downstream of 224th Avenue ....................................... *620

Approximately 1,600 feet upstream of Naperville Road ....... *658

Lily Cache Lane Tributary:

Approximately 920 feet upstream of confluence with

Lily Cache Creek ................. *674

Approximately 650 feet downstream of State Route 53 .... *698

Maps available for inspection

at the Village Hall/Zoning Department, 375 West Briarcliff

Road, Bolingbrook, Illinois.

———

Channahon (village), Will

County (FEMA Docket No.

7093)

Du Page River:

At confluence with Des Plaines

River ..................................... *512

Approximately 0.54 mile downstream .................................. *512

Maps available for inspection

at the Village Hall, 24441 West

Eames Street, Channahon, Illinois.

———

Crete (village), Will County

(FEMA Docket No. 7093)

Deer Creek:

Upstream face of Columbia

Street Bridge ........................ *693

Approximately 1,950 feet upstream of Columbia Street

Bridge ................................... *696

Maps available for inspection

at the Village Hall, 524 West

Exchange Street, Crete, Illinois.

Source of flooding and location

# Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

———

Elmhurst (city), DuPage

County (FEMA Docket No.

7124)

Salt Creek:

Approximately 0.4 mile downstream of State Route 56

(Butterfield Road) ................. *662

Approximately 0.54 mile upstream of State Route 64

(North Avenue) ..................... *673

Sugar Creek:

At the confluence with Salt

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

At State Route 83 (Robert

Kingery Expressway) ........... *664

Maps available for inspection

at the Public Works Department, Elmhurst City Hall, 209

North York Street, Elmhurst, Illinois.

———

Frankfort (village), Will County

(FEMA Docket No. 7093)

Hickory Creek Tributary A:

Approximately 75 feet downstream of Saulic Trail Road . *710

Approximately 75 feet upstream of Saulic Trail Road . *710

Hickory Creek:

Approximately 750 feet downstream of U.S. Route 45 ...... *676

Approximately 0.4 mile upstream of U.S. Route 45 ...... *678

Maps available for inspection

at the Village Administration

Building, 432 West Nebraska

Street, Frankfort, Illinois.

———

Joliet (city), Will County (FEMA

Docket No. 7093)

Rock Run North:

Downstream face of Mound

Road (at corporate limit) ...... *547

Approximately 1,200 feet upstream of Theodore Street ... *583

Sunnyland Drain:

Approximately 1,025 feet

downstream of Caton Farm

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

At Plainfield Road (U.S. Route

30) ........................................ *604

Sunnyland Drain Tributary:

At Hennepin Road ................... *602

Approximately 700 feet downstream of Stateville Road .... *605

Rock Run South:

At confluence with Des Plaines

River ..................................... 514

Approximately 1,500 feet

downstream of U.S. Route 6 *514

Rock Run Tributary No. 1:

At confluence with Rock Run

North .................................... *578

Approximately 1,500 feet upstream of Barber Lane ......... *623

Rock Run Tributary No. 2:

Source of flooding and location

# Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 160 feet upstream of confluence with

Rock Run North ................... *577

Approximately 800 feet upstream of Barber Lane ......... *622

Rock Run Tributary No. 3:

Approximately 50 feet downstream of Jefferson Street ... *580

Approximately 520 feet upstream of Barney Road ........ *632

Hickory Creek:

Approximately 1,150 feet

downstream of McKinley Avenue ..................................... *518

Approximately 850 feet upstream of Gougar Road ....... *605

Sugar Run:

At Chicago Street (State Route

55) ........................................ *565

Approximately 200 feet downstream of Wildwood Lane .... *588

Maps available for inspection

at the City Hall, 150 West Jefferson Street, Joliet, Illinois.

———

Lockport (city), Will County

(FEMA Docket No. 7093)

Des Plaines River:

Approximately 150 feet upstream of W. 9th Street ....... *565

Approximately 250 feet upstream of W. 9th Street ....... *565

Maps available for inspection

at the City Hall, 222 East 9th

Street, Lockport, Illinois.

———

Plainfield (village), Will County

(FEMA Docket No. 7093)

Lily Cache Creek:

Approximately 3,350 feet

downstream of U.S. Route

30 ......................................... *593

Approximately 1,600 feet upstream of Lockport Street .... *601

West Norman Drain:

Downstream side of State

Route 59 .............................. *608

Approximately 1,250 feet upstream of U.S. Route 30 ...... *628

Maps available for inspection

at the Village Hall, 1400 North

Division Street, Plainfield, Illinois.

———

Romeoville (village), Will

County (FEMA Docket No.

7093)

Des Plaines River:

Approximately 600 feet downstream of 135th Street

(Romeo Road) ..................... *586

Approximately 2,600 feet upstream of 135th Street

(Romeo Road) ..................... *588
26370 Federal Register / Vol. 60, No. 95 / Wednesday, May 17, 1995 / Rules and Regulations

Source of flooding and location

# Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Maps available for inspection

at the Village Hall Annex Building, 17 Montrose Drive,

Romeoville, Illinois.

———

Will County (unincorporated

areas) (FEMA Docket No. 7093)

Jackson Branch Creek:

Approximately 300 feet downstream of Cherry Hill Road

Bridge ................................... *651

Upstream face of Spencer

Road Bridge ......................... *703

Hickory Creek Tributary A:

Approximately 75 feet upstream of Saulic Trail Road . *710

Approximately 150 feet upstream of Saulic Trail Road . *710

Lily Cache Creek:

Approximately 3,750 feet

downstream of U.S. Route

30 ......................................... *593

At Rockhurst Road .................. *696

Marley Creek:

At confluence with Hickory

Creek .................................... *635

Approximately 450 feet downstream of Norfolk Southern

Railway Bridge ..................... *641

Naperville Road Tributary:

At confluence with Lily Cache

Creek .................................... *655

Approximately 850 feet downstream of Naperville Road ... *655

Sunnyland Drain:

Approximately 1,025 feet

downstream of Caton Farm

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

Approximately 100 feet upstream of Elgin, Joliet, and

Eastern Railway ................... *621

Sunnyland Drain Tributary:

At Plainfield Road .................... *604

Approximately 100 feet upstream of Elgin, Joliet, and

Eastern Railway ................... *615

West Norman Drain:

Approximately 200 feet downstream of 143rd Street ......... *610

Approximately 0.6 mile upstream of Ferguson Road

(119th Street) ....................... *695

Wolf Creek:

Upstream side of Book Road .. *620

Approximately 0.7 mile upstream of 111th Street ......... *681

Deer Creek:

Approximately 1.2 miles upstream of Blackhawk Drive .. *744

Approximately 1.3 miles upstream of Blackhawk Drive .. *744

Hickory Creek Tributary 1:

Approximately 1,250 feet

downstream of Indiana Court *690

Approximately 650 feet downstream of U.S. Route 45 ...... *714

Thorn Creek:

Approximately 0.27 mile upstream of Thorn Creek Drive *700

Source of flooding and location

# Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 0.39 mile upstream of Thorn Creek Drive *701

Des Plaines River:

Approximately 600 feet downstream of 135th Street

(Romeo Road) ..................... *586

Approximately 1.78 miles upstream of 135th Street

(Romeo Road) ..................... *589

Springhole Creek:

Approximately 75 feet upstream of Old Indian Boundary Line Road ...................... *608

Approximately 1,375 feet upstream of Old Indian Boundary Line Road ...................... *611

Spring Creek Tributary:

Approximately 1,300 feet

downstream of Lioletta Avenue ....................................... *601

Approximately 900 feet downstream of Lioletta Avenue .... *607

Jackson Creek:

Approximately 1.26 miles upstream of Illinois Central

Gulf Railroad ........................ *599

Approximately 1.29 miles upstream of Illinois Central

Gulf Railroad ........................ *599

Kankakee River:

Approximately 1,500 feet east

along South River Road

from its intersection with

Jewel Lane ........................... *535

Plum Creek:

Approximately 1,550 feet upstream of the county boundary ........................................ *646

Approximately 400 feet upstream of Richton Road ....... *660

Lily Cache Lane Tributary:

Approximately 920 feet upstream of confluence with

Lily Cache Creek ................. *674

Approximately 1,180 feet

downstream of Lily Cache

Lane ..................................... *691

Maps available for inspection

at the Health Department,

Land Use Building, 501 Ella

Avenue, Joliet, Illinois.

KENTUCKY

Taylor Mill (city), Kenton

County (FEMA Docket No.

7110)

Banklick Creek:

Approximately 0.5 mile downstream of State Highway 16 *499

Approximately 1,300 feet upstream of State Highway 16 *499

Map available for inspection at

the City Hall, 5225 Taylor Mill

Road, Taylor Mill, Kentucky.

Source of flooding and location

# Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

MINNESOTA

Olmsted County (unincorporated areas) (FEMA

Docket No. 7120)

South Fork Zumbro River:

Approximately 1.1 miles downstream of 37th Street NW .... *969

At Mayowood Road SW .......... *1036

Cascade Creek:

Approximately 0.6 mile upstream of U.S. Highway 52 .. *1007

At County Road 34 .................. *1019

Middle Fork Zumbro River:

Approximately 0.7 mile upstream of southbound lane

U.S. Highway 52 .................. *964

Approximately 0.8 mile upstream of southbound lane

U.S. Highway 52 .................. *964

North Branch Root River:

Approximately 700 feet downstream of abandoned Chicago and North Western

Railway ................................. *1185

At County Road 6 (6th Street

SW) At Lake Florence ......... *1202

South Fork Whitewater River:

Approximately 0.5 mile downstream of Chicago and North

Western Railway .................. *1136

At confluence of Tributary B .... *1145

West Tributary to Willow Creek:

Approximately 630 feet downstream of Chicago and North

Western Railway .................. *1023

Approximately 950 feet upstream of Chicago and North

Western Railway .................. *1031

West Fork of Willow Creek:

Approximately 400 feet upstream of the confluence

with Willow Creek ................ *1066

Approximately 470 feet upstream of the confluence

with Willow Creek ................ *1066

South Run of the North Fork of

Cascade Creek:

Approximately 0.9 mile upstream of Chicago and North

Western Railway .................. *1035

Approximately 1.3 miles upstream of Chicago and North

Western Railway .................. *1041

East Fork of Willow Creek:

At confluence with Willow

Creek .................................... *1022

At County Road #101 .............. *1075

South Fork of Willow Creek:

At confluence with Willow

Creek .................................... *1040

Approximately 1,075 feet upstream of confluence with

Willow Creek ........................ *1043

South Branch Middle Fork

Zumbro River:

Approximately 0.6 mile upstream of southbound lane

U.S. Highway 52 .................. *964
Federal Register / Vol. 60, No. 95 / Wednesday, May 17, 1995 / Rules and Regulations 26371

Source of flooding and location

# Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 1.1 miles upstream of southbound lane

U.S. Highway 52 .................. *965

Willow Creek:

Approximately 250 feet downstream of the confluence of

East Fork Willow Creek ....... *1022

At 48th Street SW ................... *1075

Maps available for inspection

at the County Auditor’s Office

Government Center, 151 4th

Street, SE., Rochester, Minnesota.

———

Rochester (city), Olmsted

County (FEMA Docket No.

7120 and 7124)

Bear Creek:

At confluence with South Fork

Zumbro River ....................... *986

Approximately 400 feet downstream of 6th Street, SE. ..... *993

Approximately 0.8 mile upstream of confluence with

South Fork Zumbro River .... *1004

Approximately 200 feet upstream of the confluence of

Willow Creek ........................ *1012

Cascade Creek:

At confluence with South Fork

Zumbro River ....................... *979

Approximately 50 feet downstream of County Road 34 .. *1017

Silver Creek:

At confluence with South Fork

Zumbro River ....................... *981

At Silver Creek Road ............... *1015

South Fork of Willow Creek:

Approximately 1,650 feet upstream of confluence with

Willow Creek ........................ *1045

Approximately 500 feet downstream of St. Bridget Road .. *1047

South Fork of Zumbro River:

Approximately 1.1 miles downstream of 37th Street, NW ... *969

At confluence of Bear Creek ... *986

Approximately 750 feet upstream of 16th Street, SW ... *1005

Approximately 0.6 mile downstream of Mayowood Road .. *1027

West Tributary to Willow Creek:

Approximately 630 feet downstream of Chicago and North

Western Railway .................. *1023

Approximately 400 feet downstream of Chicago and North

Western Railway .................. *1025

Willow Creek:

At confluence with Bear Creek *1012

Approximately 0.7 mile upstream of County Road 147 *1094

West Fork of Willow Creek:

At confluence with Willow

Creek .................................... *1066

Approximately 400 feet upstream of confluence with

Willow Creek ........................ *1066

Source of flooding and location

# Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Cascade Creek Split Flow:

Approximately 300 feet upstream of 16th Avenue ........ *1001

Approximately 0.5 mile downstream of U.S. Highway 52 .. *1004

Maps available for inspection

at the City Clerk’s Office, Government Center, 224 1st Avenue, S.W., Rochester, Minnesota.

MISSISSIPPI

Lauderdale County, (unincorporated areas) (FEMA

Docket No. 7120)

Sowashee Creek:

Approximately 4.3 miles downstream of 49th Avenue (Valley Road) .............................. *286

Approximately 2.4 miles upstream of U.S. Highway 45

By-pass ................................ *383

Okatibbee Creek:

Approximately 1.16 miles

downstream of the confluence of Burwell Creek ...... *289

Approximately 1.03 miles

downstream of the confluence of Burwell Creek ...... *289

Maps available for inspection

at the Lauderdale County

Courthouse, Tax Assessor’s

Office, 500 Constitution Avenue, Meridian, Mississippi.

———

Marion (town), Lauderdale

County (FEMA Docket No.

7116)

Sowashee Creek:

Approximately 0.8 mile upstream of confluence of

Nanabe Creek ...................... *344

Approximately 1.3 miles upstream of U.S. Highway 45

By-pass ................................ *372

Maps available for inspection

at the Marion Town Hall, 6021

Dale Drive, Marion, Mississippi.

———

Meridian (city), Lauderdale

County (FEMA Docket No.

7120)

Sowashee Creek:

Approximately 3 miles downstream of 49th Avenue (Valley Road) .............................. *289

Approximately 0.9 mile downstream of confluence of

Nanabe Creek ...................... *340

Gallagher Creek:

At confluence with Sowashee

Creek .................................... *307

Source of flooding and location

# Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 0.2 mile upstream of the confluence

with Sowashee Creek .......... *308

Robbins Branch:

At confluence with Sowashee

Creek .................................... *330

At U.S. Highway 45 bridge ...... *330

Magnolia Branch:

At confluence with Sowashee

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

Approximately 400 feet on the

downstream side of the Illinois Central Railroad bridge *329

Okatibbee Creek:

Approximately 1.16 miles

downstream of the confluence of Burwell Creek ...... *289

Approximately 1.03 miles

downstream of the confluence of Burwell Creek ...... *289

Maps available for inspection

at the Meridian City Hall, 601

24th Avenue, Meridian, Mississippi.

NEW YORK

Ballston (town), Saratoga

County (FEMA Docket No.

7120)

Larue Creek:

Approximately 1.39 miles

downstream of Jenkins

Road ..................................... *352

Approximately 1.02 miles

downstream of Jenkins

Road ..................................... *362

Maps available for inspection

at the Ballston Town Office,

323 Charlton Road, Ballston

Spa, New York 12020.

———

Ballston Spa (village), Saratoga County (FEMA Docket

No. 7120)

Kayaderosseras Creek (Lower

Reach):

Approximately 1,700 feet

downstream of Ralph Road . *232

At the upstream side of Ralph

Road ..................................... *237

Maps available for inspection

at the Ballston Spa Village Office, 66 Front Street, Ballston

Spa, New York.

———

Ellicottville (town),

Cattaraugus County (FEMA

Docket No. 7064 and 7116)

Elk Creek:

Approximately 650 feet downstream of Maples Ellicottville

Road ..................................... *1,548

Approximately 1.5 miles upstream of Maples Ellicottville

Road ..................................... *1,598
26372 Federal Register / Vol. 60, No. 95 / Wednesday, May 17, 1995 / Rules and Regulations

Source of flooding and location

# Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Plum Creek:

Approximately 620 feet upstream of confluence with

Great Valley Creek .............. *1,534

Approximately 0.3 mile upstream of State Route 242 .. *1,740

South Branch Plum Creek:

At confluence with Plum Creek *1,665

Approximately 260 feet upstream of Woods Road ........ *1,742

Great Valley Creek:

Approximately 900 feet upstream of downstream corporate limits .......................... *1,514

At Chessie System .................. *1,552

Holiday Valley Creek:

Approximately 1,025 feet

downstream of Chessie System ....................................... *1,521

At the upstream crossing of

Holiday Valley Road ............ *1,649

Shallow Flooding Area:

Between Chessie System and

U.S. Route 219 .................... #2

South of intersection of U.S.

Route 219 and Holiday Valley Road ............................... #2

Maps available for inspection

at the Ellicottville Town Hall, 1

West Washington, Ellicottville,

New York.

———

Greenfield (Town), Saratoga

County (FEMA Docket No.

7120)

Kayaderosseras Creek (Upper

Reach):

Approximately 100 feet downstream of downstream corporate limits .......................... *523

Approximately 150 feet upstream of the downstream

corporate limits ..................... *523

Maps available for inspection

at the Greenfield Town Hall,

Corner of 9N and Walton

Road, Greenfield Center, New

York.

———

Malta (town), Saratoga County

(FEMA Docket No. 7120)

Kayaderosseras Creek:

Approximately 1,000 feet

downstream of the upstream

corporate limits ..................... *228

At upstream corporate limits ... *229

Maps available for inspection

at the Malta Town Hall, 2840

Route 9, Malta, New York.

———

Northumberland (town), Saratoga County (FEMA Docket

No. 7120)

Snook Kill:

Approximately 50 feet downstream of Mott Road ............ *132

Source of flooding and location

# Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

At Strong Road ........................ *244

Maps available for inspection

at the Northumberland Town

Office, Cathrine Street, Northumberland, New York.

———

Waterford (town), Saratoga

County (FEMA Docket No.

7120)

Hudson River:

At downstream corporate limits *36

Approximately 300 feet upstream of the downstream

corporate limits ..................... *36

Fourth Branch Mohawk River

(Left Channel):

Approximately 1,140 feet upstream of confluence with

Fourth Branch Mohawk

River ..................................... *44

Approximately 1,400 feet upstream of confluence with

Fourth Branch Mohawk

River ..................................... *48

Maps available for inspection

at the Waterford Town Clerk’s

Office, 65 Broad Street, Waterford, New York.

PENNSYLVANIA

California (borough), Washington County (FEMA Docket No. 7110)

Monongahela River:

Approximately 1.3 miles downstream of confluence of Pike

Run ....................................... *769

Approximately 2.9 miles upstream of the confluence of

Pike Run .............................. *773

Maps are available for inspection at the Municipal Building,

114 5th Street, California,

Pennsylvania.

———

Coal Center (borough), Washington County (FEMA Docket No. 7110)

Monongahela River:

Approximately 1,650 feet

downstream of confluence of

Pike Run .............................. *770

Approximately 200 feet upstream of confluence of Pike

Run ....................................... *770

Maps available for inspection

at the Coal Center Borough

Building, 132 Water Street,

Coal Center, Pennsylvania.

———

West Brownsville (borough),

Washington County (FEMA

Docket No. 7110)

Monongahela River:

Source of flooding and location

# Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 100 feet downstream of confluence of Lily

Run ....................................... *773

Approximately 1,350 feet upstream of Bridge Street ........ *775

Maps available for inspection

at the West Brownsville Borough Building, 235 Main

Street, West Brownsville,

Pennsylvania, or at the home

of Mr. Jack J. Sabo, West

Brownsville Secretary, 615

Woodlawn Avenue, West

Brownsville, Pennsylvania.

TENNESSEE

Hendersonville (city), Sumner

County (FEMA Docket No.

7116)

Drakes Creek:

Approximately 1.31 miles upstream of Gallatin Pike ........ *460

At the downstream side of

Long Hollow Pike ................. *515

Drakes Creek Right Bank Tributary No. 2:

Approximately 50 feet upstream of Louisville and

Nashville Railroad ................ *455

Approximately 0.18 mile upstream of Forest Retreat

Road ..................................... *522

Drakes Creek Right Bank Tributary No. 3:

At confluence with Drakes

Creek .................................... *467

Approximately 0.15 mile upstream of Goshen Town

Road ..................................... *527

Drakes Creek Left Bank Tributary No. 1:

At confluence with Drakes

Creek .................................... *466

At upstream side of Stop Thirty

Road ..................................... 533

Drakes Creek Unnamed Tributary No. 1:

At confluence with Drakes

Creek Right Bank Tributary . *452

Approximately 0.29 mile upstream of Wessington Place *522

Maps available for inspection

at the Hendersonville City Hall,

One Executive Park Drive,

Hendersonville, Tennessee.

(Catalog of Federal Domestic Assistance No.

83.100, ‘‘Flood Insurance.’’)

Dated: May 9, 1995.

Richard T. Moore,

Associate Director for Mitigation.

[FR Doc. 95–12121 Filed 5–16–95; 8:45 am]

BILLING CODE 6718–03–P