3044 Federal Register / Vol. 63, No. 13 / Wednesday, January 21, 1998 / 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.

Dane (FEMA

Docket No.

7217).

City of Madison .... Feb. 18, 1997, Feb. 25,

1997, Wisconsin State

Journal.

The Honorable Paul Soglin, Mayor of

the City of Madison, City-County

Building, Room 403, 210 Martin Luther King, Jr. Boulevard, Madison,

Wisconsin 53710.

Feb. 12, 1997 ...... 550083 E

Dane (FEMA

Docket No.

7217).

Unincorporated

areas.

Feb. 18, 1997, Feb. 25,

1997, Wisconsin State

Journal.

Mr. Richard Phelps, Dane County Executive, City-County Building,

Room 421, 210 Martin Luther King,

Jr. Boulevard, Madison, Wisconsin

53709.

Feb. 12, 1997 ...... 550077 B

Richland

(FEMA Docket No. 7225).

City of Richland

Center.

Apr. 3, 1997, Apr. 10,

1997, The Richland Observer.

The Honorable Thomas McCarthy,

Mayor of the City of Richland Center, P.O. Box 230, Richland Center,

Wisconsin 53581.

Mar. 25, 1997 ...... 555576 B

(Catalog of Federal Domestic Assistance No.

83.100, ‘‘Flood Insurance’’)

Dated: January 13, 1998.

Michael J. Armstrong,

Associate Director for Mitigation.

[FR Doc. 98–1383 Filed 1–20–98; 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

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. 63, No. 13 / Wednesday, January 21, 1998 / Rules and Regulations 3045

Source of flooding and location

#Depth in

feet

above

ground.

*Elevation

in feet

(NGVD)

ALABAMA

Owens Cross Roads (Town),

Madison County (FEMA

Docket No. 7199)

Yellow Bank Creek:

Approximately 3,500 feet

downstream of New Hobbs

Island Road ....................... *580

Approximately 750 feet

downstream of New Hobbs

Island Road ....................... *580

Maps available for inspection

at the Owens Cross Roads

Town Hall, 2965 Old Highway 431, Owens Cross

Roads, Alabama.

———

Triana (Town), Madison

County (FEMA Docket No.

7199)

Tennessee River: At Record

Street *569

Maps available for inspection

at the Triana Town Hall, 640

Sixth Street, Madison, Alabama.

CONNECTICUT

New Britain (City), Hartford

County (FEMA Docket No.

7219)

Willow Brook:

Approximately 250 feet

downstream of Park Road *62

Approximately 1,525 feet upstream of Steele Street ..... *200

Mason Pond Brook:

At confluence with Willow

Brook ................................. *170

Approximately 75 feet upstream of Shuttle Meadow

Avenue ............................... *171

Schultz Pond Brook:

At the confluence with Willow

Brook ................................. *176

Approximately 740 feet upstream of Reservoir Road *343

Bass Brook:

Approximately 1,600 feet

downstream of East Street *90

Approximately 825 feet upstream of upstream crossing of Lewis Road .............. *267

Batterson Park Pond Brook:

Approximately 400 feet

downstream of Stanley

Park Road .......................... *177

Approximately 115 feet upstream of Brittany Farms

Road .................................. *206

Gaffney Brook:

At Francis Street ................... *176

Approximately 1,400 feet upstream of Francis Street .... *181

Sandy Brook:

At corporate limits ................. *90

Approximately 650 feet upstream of Ella Grasso

Road .................................. *131

Source of flooding and location

#Depth in

feet

above

ground.

*Elevation

in feet

(NGVD)

Maps availables for inspection at the New Britain City

Hall, Engineering Department—Room 503, 27 West

Main Street, New Britain,

Connecticut.

INDIANA

Boone County (Unincorporated Areas) (FEMA

Docket Nos. 7155 and

7223)

New Reynolds Ditch:

Approximately 500 feet

downstream of Golf Course

Road .................................. *930

At downstream side of Elm

Swamp Road ..................... *939

Maps available for inspection

at the Boone Area Planning

Commission, Building Inspector’s Office, Boone County

Courthouse Square, Room

B–3, Lebanon, Indiana.

———

Ulen (Town), Boone County

(FEMA Docket No. 7227)

New Reynolds Ditch:

Approximately 500 feet

downstream of Golf Course

Drive .................................. *930

At Elm Swamp Road ............. *939

Maps available for inspection

at the Ulen Town Office, c/o

Steve Million, 141 Ulen Boulevard, Lebanon, Indiana.

MAINE

Alfred (Town), York County

(FEMA Docket No. 7223)

Mousam River:

At downstream corporate limits ....................................... *154

At downstream side of Estes

Lake Dam .......................... *184

Tributary to Middle Branch

Mousam River:

Approximately 225 feet

downstream of Middle

Branch Drive ...................... *349

Approximately 0.53 mile upstream of Middle Branch

Drive .................................. *379

Maps available for inspection

at the Alfred Town Hall, 16

Saco Road, Alfred, Maine.

MINNESOTA

Isanti County (Unincorporated Areas) (FEMA

Docket No. 7223)

Rum River:

Approximately 3.1 miles

downstream of 2nd Avenue

SW (most downstream corporate limit of the City of

Cambridge) ........................ * 915

Approximately 1.6 miles upstream of 1st Avenue West *918

Source of flooding and location

#Depth in

feet

above

ground.

*Elevation

in feet

(NGVD)

Maps available for inspection

at the Isanti County Zoning

Office, 555 18th Avenue,

SW, Cambridge, Minnesota.

———

Lakeville (City), Dakota

County (FEMA Docket No.

7195)

North Creek:

At downstream corporate limits ....................................... *914

At confluence of Unnamed

Tributary No. 2 to North

Creek ................................. *939

Approximately 810 feet upstream of Icon Trail ........... *1,059

South Creek:

At downstream corporate limits ....................................... *930

Approximately 0.9 mile upstream of State Route 50 .. *989

West Branch South Creek:

At confluence with South

Creek ................................. *944

Approximately 1,100 feet upstream of Kenrick Avenue *1,081

East Branch South Creek:

At downstream corporate limits ....................................... *935

At upstream side of Hamburg

Avenue ............................... *1,032

Marion Branch South Creek:

Approximately 100 feet upstream of Dodd Boulevard *976

At upstream side of Icalee

Path ................................... *985

Maps available for inspection

at the Lakeville City Engineer’s Office, Lakeville City

Hall, 20195 Holyoke Avenue,

Lakeville, Minnesota.

MISSISSIPPI

Laurel (City), Jones County

(FEMA Docket No. 7235)

Daphne Park Tributary:

Upstream side of Illinois Central Gulf Railroad ............... *230

Approximately 750 feet upstream of 8th Street ........... *270

Maps available for inspection

at the City of Laurel Inspection Department, 401 North

5th Avenue, Room 304, Laurel, Mississippi.

NEW HAMPSHIRE

Bristol (Town), Grafton

County (FEMA Docket No.

7199)

Newfound Lake: Entire shoreline within community *591

Maps available for inspection

at the Bristol Town Hall, 71

Lake Street, Bristol, New

Hampshire.

———

Rindge (Town), Cheshire

County (FEMA Docket No.

7199)

Contoocook Lake: Entire shoreline within community *1,013
3046 Federal Register / Vol. 63, No. 13 / Wednesday, January 21, 1998 / Rules and Regulations

Source of flooding and location

#Depth in

feet

above

ground.

*Elevation

in feet

(NGVD)

Pool Pond: Entire shoreline

within community *1,013

Maps available for inspection

at the Rindge Town Office,

49 Payson Hill Road, Rindge,

New Hampshire.

———

Salem (Town), Rockingham

County (FEMA Docket No.

7199)

West Channel Policy Brook:

At confluence with Policy

Brook ................................. *126

Approximately 250 feet upstream of Northeastern

Boulevard ........................... *168

Porcupine Brook:

At I–93 ................................... *129

Approximately 1,100 feet upstream of Old Causeway ... *133

Porcupine Brook Tributary:

At confluence with Porcupine

Brook ................................. *132

Approximately 1,740 feet upstream of Stiles Road ........ *133

World End Pond: Entire shoreline within community *117

World End Brook: Entire reach

east of Lawrence Road *117

Maps available for inspection

at the Engineer’s Office, Municipal Office Building, 33

Geremonty Drive, Salem,

New Hampshire.

NEW YORK

Brookhaven (Town), Suffolk

County (FEMA Docket No.

7190)

Seatuck Creek: Approximately

0.7 mile south of Long Island

Railroad crossing along

Seatuck Creek *10

Maps available for inspection

at the Brookhaven Town Hall,

3233 Route 112, Medford,

New York.

———

Sag Harbor (Village), Suffolk

County (FEMA Docket No.

7211)

Sag Harbor Bay:

Approximately 400 feet east

of the intersection of Harding Terrace and Taft

Place .................................. *9

Approximately 350 feet north

of the intersection of Harding Terrace and Taft

Place .................................. *11

Maps available for inspection

at the Village Office, 55 Main

Street, Sag Harbor, New

York.

———

South Bristol (Town), Ontario County (FEMA Docket No. 7227)

Canandaigua Lake: Entire

shoreline within community *692

Source of flooding and location

#Depth in

feet

above

ground.

*Elevation

in feet

(NGVD)

Maps available for inspection

at the South Bristol Town

Hall, 6500 Gannett Hill Road,

Naples, New York.

Southampton (Town), Suffolk County (FEMA Docket

No. 7211)

Seatuck Creek: North of Main

Street *9

Maps available for inspection

at the Southampton Town

Hall, Building and Zoning Department, 116 Hampton

Road, Southampton, New

York.

NORTH CAROLINA

High Point (City), Davidson,

Guilford, and Randolph

Counties (FEMA Docket

No. 7231)

Boulding Branch:

Approximately 300 feet upstream of Deep River Road *776

Approximately 100 feet

downstream of Montlieu

Avenue ............................... *849

Payne Creek Tributary:

At confluence with Payne

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

Approximately 1.1 miles upstream of Canterbury Road *782

Payne Creek (formerly Stream

95 in High Point):

Just upstream of corporate

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

Approximately 1,470 feet upstream of Rockford Road .. *826

Stream 97:

Approximately 1.1 miles

downstream of Chestnut

Glen Way ........................... *750

Approximately 115 feet upstream of Westchester

Drive .................................. *823

Sandy Ridge Tributary:

Approximately 1,550 feet

downstream of State Route

68 ....................................... *797

Approximately 150 feet

downstream of Gallimore

Dairy Road ......................... *832

Tributary to West Fork Deep

River:

At confluence with West Fork

Deep River ......................... *817

Approximately 1,700 feet upstream of confluence with

West Fork Deep River ....... *817

Davis Lake Tributary No. 1:

At the confluence with East

Fork Deep River ................ *787

Just downstream of State

Route 68 ............................ *805

Davis Lake Tributary No. 2:

At confluence with Davis

Lake Tributary No. 1 .......... *797

Approximately 1,775 feet upstream of Highway 68 ....... *819

Long Branch:

Approximately 1,800 feet

downstream of Jamesford

Road .................................. *770

Approximately 0.51 mile upstream of Jamesford Drive *777

Stream No. 18:

Source of flooding and location

#Depth in

feet

above

ground.

*Elevation

in feet

(NGVD)

Approximately 0.46 mile upstream of confluence with

West Fork Deep River ....... *777

Approximately 1,350 feet upstream of Hickswood Road *820

Stream No. 92:

Approximately 300 feet

downstream of corporate

limits ................................... *779

Approximately 60 feet downstream of confluence of

Stream No. 93 ................... *791

Stream No. 93:

Approximately 25 feet upstream of confluence with

Stream No. 92 ................... *792

Approximately 50 feet downstream of Westchester

Drive (State Route 68) ...... *827

Stream 99:

Approximately 1.4 miles

downstream of Westchester Drive ..................... *748

Approximately 20 feet downstream of Westchester

Drive .................................. *826

Richland Creek:

Approximately 1,550 feet upstream of Kersey Valley

Road .................................. *705

Approximately 900 feet upstream of Brentwood Street *784

Rich Fork:

Approximately 1,450 feet

downstream of Rock

Bridge Road ....................... *748

Approximately 250 feet upstream of upstream corporate limits ....................... *754

Mile Branch:

At confluence with Richland

Creek ................................. *705

Approximately 950 feet upstream of confluence with

Richland Creek .................. *706

Maps available for inspection

at the City of High Point Municipal Office Building, 211

South Hamilton Street, High

Point, North Carolina.

———

Indian Beach (Town),

Carteret County (FEMA

Docket No. 7227)

Atlantic Ocean:

Approximately 150 feet south

of the intersection of Salter

Path Road (State Route

58) and State Route 1192 *13

Approximately 700 feet south

of the intersection of Salter

Path Road (State Route

58) and State Route 1192 *19

Bogue Sound: Approximately 0.4 mile west/

northwest of the intersection of Salter Path Road

(State Route 58) and easternmost corporate limits .... *6

Approximately 0.6 mile north

of the intersection of Salter

Path Road (State Route

58) and State Route 1192 *7

Maps available for inspection

at the Indian Beach Town

Hall, 1400 Salter path Road,

Indian Beach, North Carolina.
Federal Register / Vol. 63, No. 13 / Wednesday, January 21, 1998 / Rules and Regulations 3047

Source of flooding and location

#Depth in

feet

above

ground.

*Elevation

in feet

(NGVD)

PENNSYLVANIA

Amity (Township), Berks

County (FEMA Docket

Nos. 7172 and 7227)

Schuylkill River:

Approximately 1,300 feet

downstream of Legislative

Route 147 (Douglassville

Road) ................................. *150

Approximately 1,200 feet

downstream of the confluence of Hay Creek ......... *161

Monocacy Creek:

Upstream side of CONRAIL .. *156

Approximately 300 feet upstream of Monocacy Hill

Road .................................. *156

Maps available for inspection

at the Amity Township Municipal Office, 2004 Weavertown

Road, Douglassville, Pennsylvania.

———

Exeter (Township), Berks

County (FEMA Docket No.

7172 and 7227)

Tributary B to Antietam Creek:

At Exeter Road ...................... *390

Approximately 800 feet

downstream of Five Point

Road .................................. *538

Hersters Creek:

Upstream side of CONRAIL .. *169

Approximately 0.5 mile downstream of U.S. Route 422 *169

Antietam Creek:

At confluence with Schuylkill

River .................................. *172

At downstream side of

Lorane Road ...................... *172

Tributary No. 3 to Schuylkill

River:

At confluence with Schuylkill

River .................................. *168

Approximately 500 feet upstream of Lincoln Road ..... *170

Schuylkill River:

Approximately 1,200 feet

downstream of confluence

of Hay Creek ..................... *161

Approximately 1,500 feet upstream of U.S. Route 422 *181

Maps available for inspection

at the Township of Exeter

Engineering Office, 4975

DeMoss Road, Reading,

Pennsylvania.

———

Plains (Township), Luzerne

County (FEMA Docket No.

7219)

Mill Creek:

Source of flooding and location

#Depth in

feet

above

ground.

*Elevation

in feet

(NGVD)

Confluence with Susquehanna River ....................... *549

Approximately 900 feet upstream from State Route

315 ..................................... *694

Unnamed Tributary to Mill

Creek:

Confluence with Mill Creek ... *680

Approximately 1,360 feet upstream of confluence with

Mill Creek ........................... *680

Susquehanna River:

At downstream corporate limits ....................................... *549

Approximately 900 feet upstream of the upstream

corporate limits .................. *553

Maps available for inspection

at the Plains Town Hall Municipal Building, 126 North

Main Street, Plains, Pennsylvania.

TENNESSEE

Chattanooga (City), Hamilton County (FEMA Docket

Nos. 7199 and 7227)

South Chickamauga Creek:

Approximately 0.33 mile

downstream of Amnicola

Highway ............................. *660

At state boundary .................. *689

Spring Creek:

On the upstream side of

Interstate 75 ....................... *679

On the downstream side of

Spring Creek Road ............ *679

Mackey Branch:

At its confluence with South

Chickamauga Creek .......... *687

Approximately 550 feet upstream of East Berainerd

Road (State Route 320) .... *690

Friar Branch:

At confluence with South

Chickamauga Creek .......... *670

Approximately 132 feet upstream of Noah Reid Road *678

Maps available for inspection

at the Planning Commission,

Chattanooga City Hall Annex,

East 11th Street, Chattanooga, Tennessee.

———

Cocke County (Unincorporated Areas) (FEMA

Docket No. 7227)

Pigeon River:

Approximately 1.5 miles

downstream of the confluence of Cosby Creek ..... *1,111

Source of flooding and location

#Depth in

feet

above

ground.

*Elevation

in feet

(NGVD)

Approximately 0.35 mile upstream of Wilton Springs

Road .................................. *1,139

Cosby Creek:

At confluence with Pigeon

River .................................. *1,129

Approximately 70 feet upstream of Ballpark Road .... *1,327

Maps available for inspection

at the Cocke County Courthouse, 111 Court Avenue,

360 East Main Street, Newport, Tennessee.

———

La Vergne (City), Rutherford

County (FEMA Docket No.

7182)

Hurricane Creek:

Approximately 0.9 mile downstream of U.S. Routes 41

and 705 .............................. *510

At confluence of East and

West Branches Hurricane

Creek ................................. *575

West Branch Hurricane Creek:

Approximately 820 feet

downstream of Bridgestone

Parkway ............................. *575

Approximately 200 feet

downstream of Heil Quaker

Boulevard ........................... *585

Rock Spring Branch:

Approximately 900 feet

downstream of Waldron

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

At Waldron Road ................... *660

East Branch Hurricane Creek

(after levee overtopping):

Approximately 0.18 mile upstream of Bridgestone

Parkway ............................. *579

Approximately 0.16 mile upstream of Waldron Road ... *582

J. Percy Priest Reservoir:

Shoreline within community *506

East Branch Hurricane Creek

(before levee overtopping):

Approximately 100 feet

downstream of Industrial

Boulevard *587

Maps available for inspection

at the La Vergne City Hall,

5093 Murfreesboro Road, La

Vergne, Tennessee.

(Catalog of Federal Domestic Assistance No.

83.100, ‘‘Flood Insurance’’)

Dated: January 13, 1998.

Michael J. Armstrong,

Associate Director for Mitigation.

[FR Doc. 98–1386 Filed 1–20–98; 8:45 am]

BILLING CODE 6718–04–P