13050 Federal Register / Vol. 60, No. 47 / Friday, March 10, 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.

Florida: Orange County Unincorporated areas .. January 18, 1995,

January 25,

1995, Orlando

Sentinel.

Ms. Jean Bennett, Orange County Administrator, P.O. Box 1393, Orlando,

Florida 32802–1393.

January 11,

1995.

120179 C

Georgia: Cobb County . Unincorporated areas .. December 6, 1994,

December 13,

1994, Marietta

Daily Journal.

Mr. William J. Byrne, Chairman of the

Board of Commissioners, 100 Cherokee Street, Suite 300, Marietta,

Georgia 30090–9680.

November

29, 1994.

130052 F

Georgia: Gwinnett

County.

Unincorporated areas .. January 10, 1995,

January 17,

1995, Gwinnett

Post Tribune.

Mr. Wayne Hill, Chairman of the

Gwinnett County Board of Supervisors, 75 Langley Drive,

Lawrenceville, Georgia 30245.

April 17,

1995.

130322

Illinois: Unincorporated

Areas.

Cook County ................ September 2, 1994,

September 9,

1994, The Chicago Tribune.

Mr. Richard J. Phelan, President of the

Cook County Board of Commissioners, 118 North Clark Street, Suite

537, Chicago, Illinois 60602.

August 26,

1994.

170054 B

Illinois: McHenry County.Lake-In-The-Hills (Village).January 20, 1995,

January 27,

1995, The Northwest Herald.

Ms. Christine Thornrose, President of

the Village of Lake-In-The-Hills, 1115

Crystal Lake Road, Lake-In-The-Hills,

Illinois 60102.

April 27,

1995.

170481 C

Indiana: Vigo County .... Unincorporated areas .. December 30,

1994, January 6,

1995, TribuneStar.

Mr. John A. Scott, President of the

Vigo County, Board of Commissioners, Vigo County Security Annex,

201 Cherry Street, Terre Haute, Indiana 47807.

April 5, 1995 180263

North Carolina: Gaston

County.

City of Gastonia ........... January 17, 1995,

January 24,

1995, The Gaston Gazette.

The Honorable James B. Garland,

Mayor of the City of Gastonia, P.O.

Box 1748, Gastonia, North Carolina

28053–1748.

January 10,

1995.

370100 D

Ohio: Franklin and

Delaware Counties.

City of Westerville ....... January 18, 1995,

January 25,

1995, Westerville

News and Public

Opinion.

Mr. David Lindimore, Manager of the

City of Westerville, 21 South State

Street, Westerville, Ohio 43081.

April 25,

1995.

390179 F

Pennsylvania: Berks

County.

Borough of

Wyomissing.

December 19,

1994, December

26, 1994, TimesEagle.

Mr. David Y. Bausher, Manager of the

Borough of Wyomissing, 22 Reading

Boulevard, Wyomissing, Pennsylvania 19610–2083.

December

12, 1994.

421375 A

South Carolina: Lexington County.Unincorporated areas .. December 14,

1994, December

21, 1994, The

State.

Mr. Bruce Rucker, Chairman of the

Lexington County Council, 212 South

Lake Drive, Lexington, South Carolina 29072.

December 7,

1994.

450129

(Catalog of Federal Domestic Assistance No.

83.100, ‘‘Flood Insurance’’)

Dated: March 1, 1995.

Richard T. Moore,

Associate Director for Mitigation.

[FR Doc. 95–5972 Filed 3–9–95; 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 (100-year) flood

elevations and modified base (100-year)

flood elevations are made final for the

communities listed below. The base

(100-year) flood elevations and modified

base flood elevations are the basis for

the floodplain management measures

that each community is required either

to adopt or to show evidence of being

already in effect in order to qualify or

remain qualified for participation in the

National Flood Insurance Program

(NFIP).

EFFECTIVE DATE: The date of issuance of

the Flood Insurance Rate Map (FIRM)

showing base flood elevations and

modified base flood elevations for each

community. This date may be obtained

by contacting the office where the 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
Federal Register / Vol. 60, No. 47 / Friday, March 10, 1995 / Rules and Regulations 13051

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

and 44 CFR part 67.

The Agency has developed criteria for

floodplain management in floodprone

areas in accordance with 44 CFR part

60.

Interested lessees and owners of real

property are encouraged to review the

proof Flood Insurance Study and Flood

Insurance Rate Map available at the

address cited below for each

community.

The base flood elevations and

modified base flood elevations are made

final in the communities listed below.

Elevations at selected locations in each

community are shown.

National Environmental Policy Act.

This rule is categorically excluded from

the requirements of 44 CFR Part 10,

Environmental Consideration. No

environmental impact assessment has

been prepared.

Regulatory Flexibility Act. The

Associate Director, Mitigation

Directorate, certifies that this rule is

exempt from the requirements of the

Regulatory Flexibility Act because final

or modified base flood elevations are

required by the Flood Disaster

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

and are required to establish and

maintain community eligibility in the

National Flood Insurance Program. No

regulatory flexibility analysis has been

prepared.

Regulatory Classification. This final

rule is not a significant regulatory action

under the criteria of section 3(f) of

Executive Order 12866 of September 30,

1993, Regulatory Planning and Review,

58 FR 51735.

Executive Order 12612, Federalism.

This rule involves no policies that have

federalism implications under Executive

Order 12612, Federalism, dated October

26, 1987.

Executive Order 12778, Civil Justice

Reform. This rule meets the applicable

standards of section 2(b)(2) of Executive

Order 12778.

List of Subjects in 44 CFR Part 67

Administrative practice and

procedure, Flood insurance, Reporting

and recordkeeping requirements.

Accordingly, 44 CFR part 67 is

amended as follows:

PART 67—[AMENDED]

1. The authority citation for part 67

continues to read as follows:

Authority: 42 U.S.C. 4001 et seq.;

Reorganization Plan No. 3 of 1978, 3 CFR,

1978 Comp., p. 329; E.O. 12127, 44 FR 19367,

3 CFR, 1979 Comp., p. 376.

§ 67.11 [Amended]

2. The tables published under the

authority of § 67.11 are amended as

follows:

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Delaware

Bethany Beach (town), Sussex

County (FEMA docket No. 7093)

Atlantic Ocean:

At Maplewood Street extended .......... *15

At intersection of Wiegand Lane and

Central Boulevard ........................... *7

Maps available for inspection at the

Town Hall, 214 Garfield Parkway,

Bethany Beach, Delaware.

———

Bethel (town), Sussex County (FEMA

docket No. 7093)

Broad Creek:

Approximately 1.3 miles downstream

of County Road 493 (Bethel

Bridge) ............................................ *6

Approximately 2,100 feet downstream

of County Road (Bethel Bridge) ..... *6

Maps available for inspection at the

Town Hall, Sailors Path, Bethel, Delaware.

———

Bridgeville (town), Sussex County

(FEMA docket No. 7093)

Bridgeville Branch:

Approximately 1,300 feet downstream

of Business U.S. Route 13 (Main

Street) ............................................. *32

Approximately 1,650 feet upstream of

North Cannon Street ....................... *38

Maps available for inspection at the

Town Hall, 101 North Main Street,

Bridgeville, Delaware.

———

Dagsboro (town), Sussex County

(FEMA docket No. 7093)

Pepper Creek:

At confluence of Pepper Creek Fork

1 ...................................................... *8

At confluence of Pepper Creek Fork

3 ...................................................... *15

Pepper Creek Fork No. 1:

At confluence with Pepper Creek ...... *8

Approximately 0.4 mile upstream of

CONRAIL bridge ............................. *23

Pepper Creek Fork 2:

Approximately 20 feet upstream of

confluence with Pepper Creek ....... *10

Approximately 0.4 mile upstream of

CONRAIL ........................................ *31

Pepper Creek Fork 3:

At confluence with Pepper Creek ...... *15

Approximately 1,200 feet upstream of

County Road 406 (Swamp Road) .. *33

Maps available for inspection at the

Town Hall, 504 Main Street,

Dagsboro, Delaware.

———

Dewey Beach (town), Sussex County

(FEMA docket No. 7093)

Atlantic Ocean:

At Cullen Street (extended) ................ *15

Approximately 500 feet east of intersection of State Route 1 and Read

Avenue ............................................ #2

Rehoboth Bay:

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 800 feet west of intersection of U.S. Route 1 and

Dagsworthy Avenue ........................ *8

Maps available for inspection at the

Town Hall, 105 Rodney Avenue,

Dewey Beach, Delaware.

———

Fenwick Island (town), Sussex

County (FEMA docket No. 7093)

Atlantic Ocean:

At Cannon Street (extended) ............. *15

Approximately 300 feet west of intersection of Houston Street and

State Route 1 .................................. *7

Little Assawoman Bay:

At intersection of Schultz Road and

Dagsboro Street .............................. *6

Maps available for inspection at the

Town Hall, 800 Coastal Highway,

Fenwick Island, Delaware.

———

Frankford (town), Sussex County

(FEMA docket No. 7093)

Vines Creek:

Upstream side of County Road 376

(Main Street) ................................... *30

Upstream corporate limits .................. *31

Maps available for inspection at the

Frankford Town Hall, 5 Main Street,

Frankford, Delaware.

———

Greenwood (town), Sussex County

(FEMA docket No. 7093)

Cart Branch:

Approximately 1,700 feet downstream

of Governors Avenue ...................... *45

Approximately 650 feet upstream of

CONRAIL ........................................ *51

Maps available for inspection at the

Town Hall, The Plaza, Greenwood,

Delaware.

———

Henlopen Acres (town), Sussex

County (FEMA docket No. 7093)

Atlantic Ocean:

At Rolling Road (extended) ................ *15

At intersection of Rolling Road and

Duneway Avenue (east side of

Duneway Avenue) .......................... *9

Lewes and Rehoboth Canal:

Approximately 500 feet northeast of

intersection of Tidewaters Road

and Rolling Road ............................ *7

Approximately 1,000 feet west of

intersection of Tidewaters Road

and Zwaanendael Road ................. *7

Maps available for inspection at the

Town Hall, 104 Tidewaters Road,

Henlopen Acres, Delaware.

———

Laurel (town), Sussex County (FEMA

docket No. 7093)

Broad Creek:

Approximately 100 feet upstream of

Delaware Avenue ........................... *6

Downstream side of Willow Street ..... *6

Rossakatum Branch:

At confluence with Broad Creek ........ *6

Approximately 0.7 mile upstream of

Oak Lane Drive ............................... *23

Georgetown Road Branch:

Approximately 100 feet upstream of

confluence with Records Pond ....... *12
13052 Federal Register / Vol. 60, No. 47 / Friday, March 10, 1995 / Rules and Regulations

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 1,400 feet upstream of

County Road 466 (Delaware Avenue) ................................................. *22

Little Creek:

At confluence with Broad Creek ........ *6

Approximately 1.0 mile upstream of

County Road 492 (West Sixth

Street) ............................................. *13

Maps available for inspection at the

Town Hall, Poplar and Mechanics

Streets, Laurel, Delaware.

———

Lewes (city), Sussex County (FEMA

docket No. 7093)

Delaware Bay:

At Roosevelt Inlet ............................... *14

At intersection of Indiana Avenue and

Bay Avenue .................................... *10

Maps available for inspection at the

City Hall, East Third Street, Lewes,

Delaware.

———

Milford (city), Sussex County (FEMA

docket No. 7093)

Presbyterian Branch:

At downstream side of Kings Highway .................................................. *11

Approximately 1,350 feet upstream of

U.S. Route 113 ............................... *21

Mispillion River:

At downstream side of State Route 1

(Rehoboth Boulevard) ..................... *9

Approximately 0.6 mile downstream

of State Route 1 (Rehoboth Boulevard) ................................................ *9

Deep Branch:

At downstream side of Star Route 1 .. *9

At confluence of Mispillion River ........ *9

Maps available for inspection at the

City Hall, 201 South Walnut Street,

Milford, Delaware.

———

Millsboro (town), Sussex County

(FEMA docket No. 7093)

Iron Branch:

At confluence with Whartons Branch . *8

Approximately 0.5 mile upstream of

U.S. Route 113 ............................... *19

Indian River:

Approximately 0.8 mile downstream

of State Route 24 (Main Street) ..... *8

Approximately 50 feet downstream of

confluence of Bark Pond and Mirey

Branch ............................................. *10

Betts Pond:

At confluence with Millsboro Pond ..... *9

Approximately 750 feet downstream

of U.S. Route 13 ............................. *15

Maps available for inspection at the

Town Hall, 322 Wilson Highway,

Millsboro, Delaware.

———

Millville (town), Sussex County

(FEMA docket No. 7093)

White Creek:

Approximately 900 feet upstream of

Old Mill Road .................................. *8

Approximately 150 feet upstream of

Warren Road .................................. *12

Maps available for inspection at the

Millville Service Center, Corner of

County Road 347 and Route 26, Millville, Delaware.

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

———

Milton (town), Sussex County (FEMA

docket No. 7093)

Ingram Branch:

At confluence with Wagamons Pond . *9

Approximately 200 feet downstream

of CONRAIL .................................... *9

Round Pole Branch:

At upstream side of County Road 88

(Atlantic Avenue) ............................ *9

Approximately 700 feet upstream of

Cannery Bridge ............................... *20

Maps available for inspection at the

Town Hall, 101 Federal Street, Milton, Delaware.

———

Ocean View (town), Sussex County

(FEMA docket No. 7093)

Indian River Bay Affecting White Creek:

Approximately 0.6 mile downstream

of confluence of White Creek Ditch *8

At confluence of White Creek Ditch ... *8

Indian River Bay Affecting White Creek

Ditch:

At confluence with White Creek ......... *8

Approximately 0.4 mile upstream of

County Road 84 (Central Avenue) . *8

Maps available for inspection at the

Town Hall, 32 Oakwood Avenue,

Ocean View, Delaware.

———

Rehoboth Beach (city), Sussex

County (FEMA Docket No. 7093)

Atlantic Ocean:

At Delaware Avenue (extended) ........ *15

Approximately 750 feet northeast of

intersection of Surf Avenue and

Henlopen Avenue ........................... *9

Lewes and Rehoboth Canal:

Intersection of Lewes and Rehoboth

Canal and Rehoboth Avenue ......... *7

Approximately 2.3 miles north of

intersection of Lewes and Rehoboth Canal and Rehoboth Avenue . *10

Maps available for inspection at the

City Hall, Building and Licensing Office, 229 Rehoboth Avenue, Rehoboth Beach, Delaware.

———

Seaford (city), Sussex County (FEMA

docket No. 7093)

Herring Run (Williams Pond):

At confluence with Clear Brook (Williams Pond) ..................................... *10

At upstream corporate limits .............. *30

Nanticoke River:

Approximately 0.6 mile downstream

of CONRAIL .................................... *6

Approximately 0.5 mile upstream of

confluence of Clear Brook .............. *6

Clear Book (Williams Pond):

At confluence with Nanticoke River ... *6

Approximately 450 feet upstream of

U.S. Route 13 ................................. *10

Maps available for inspection at the

City Hall, 302 East King Street,

Seaford, Delaware.

———

Selbyville (town), Sussex County

(FEMA Docket No. 7093)

Buntings Branch:

Approximately 1,000 feet downstream

of State Route 54 ........................... *12

At confluence of Polly Branch ............ *25

Sandy Branch:

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

At confluence of Polly Branch ............ *25

At downstream side of County Road

60 (Gumboro Road) ........................ *38

Maps available for inspection at the

Town Hall, 68 West Church Street,

Selbyville, Delaware.

———

Slaughter Beach (town), Sussex

County (FEMA docket No. 7093)

Delaware Bay:

At Virginia Avenue (extended) ........... *14

At intersection of Slaughter Neck

Road and Bay Avenue ................... *9

Maps available for inspection at the

Town Office/Slaughter Beach Fire

Hall, Bay Avenue, Slaughter Beach,

Delaware.

———

South Bethany (town), Sussex

County (FEMA docket No. 7093)

Atlantic Ocean:

At South 9th Street (extended) .......... *15

At intersection of Canal Drive and

West 8th Street ............................... *6

Approximately 300 feet east of intersection of State Route 1 and Indian

Street .............................................. #2

Maps available for inspection at the

Town Hall, 402 Evergreen Road,

South Bethany, Delaware.

———

Sussex County (unincorporated

Areas) (FEMA docket No. 7093)

Bridgeville Branch:

Upstream of U.S. Route 13 ................ *31

Approximately 900 feet upstream of

U.S. Route 13 ................................. *32

Broad Creek:

At downstream corporate limits for

Town of Bethel ................................ *6

Downstream side of U.S. Route 13 ... *12

Bark Pond:

At confluence with Millsboro Pond ..... *10

Approximately 100 feet upstream of

County Road 328 ............................ *12

Betts Pond:

At confluence with Millsboro Pond ..... *9

Downstream side of U.S. Route 113 . *15

Pepper Creek Fork 1:

At confluence with Pepper Creek ...... *8

Approximately 0.4 mile upstream of

CONRAIL ........................................ *28

Pepper Creek Fork 3:

Approximately 75 feet upstream of

confluence with Pepper Creek ....... *15

Approximately 0.2 mile upstream of

County Road 406 ............................ *33

Georgetown Road Branch

At confluence with Broad Creek ........ *12

Approximately 0.3 mile upstream of

County Road 466 ............................ *22

Round Pole Branch:

Approximately 200 feet upstream of

Front Street ..................................... *9

Approximately 700 feet upstream of

Cannery Bridge ............................... *20

Broadkill River:

Approximately 1 mile downstream of

confluence of Round Pole Branch .. *9

At confluence of Round Pole Branch . *9

Cart Branch:

At upstream side of U.S. Route 13 .... *45

Approximately 650 feet upstream of

CONRAIL ........................................ *51

Cedar Creek:

At upstream side of State Route 30 .. *12
Federal Register / Vol. 60, No. 47 / Friday, March 10, 1995 / Rules and Regulations 13053

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 0.8 mile upstream of

U.S. Route 113 ............................... *40

Church Branch:

At upstream side of County Road 224 *12

Approximately 50 feet upstream of

County Road 227 ............................ *48

Clear Brook:

At confluence with Nanticoke River ... *6

Approximately 0.3 mile upstream of

County Road 46 .............................. *32

Deep Creek:

At confluence with Nanticoke River ... *6

Approximately 0.7 mile upstream of

confluence of Tubbs Branch ........... *6

Deep Branch:

Just upstream of State Route 1 ......... *14

At Marshall Street ............................... *15

Chapel Branch:

At confluence with Burton Pond ......... *9

Approximately 1.2 miles upstream of

confluence with Burton Pond .......... *10

Herring Creek:

Approximately 0.8 mile downstream

of confluence of Hopkins Prong ..... *7

At confluence of Chapel Branch ........ *9

Hopkins Prong:

At confluence with Herring Creek ...... *7

At confluence of Phillips Branch ........ *8

Unity Branch:

At confluence of Phillips Branch ........ *8

Approximately 0.5 mile upstream of

County Road 302 ............................ *12

Indian River:

At confluence of Warwick Gut ............ *8

At confluence of Bark Pond and

Mirey Branch ................................... *10

Ingram Branch:

At confluence with Pemberton Branch

(Wagamons Pond) .......................... *9

Approximately 50 feet upstream of

County Road 319 ............................ *19

Iron Branch:

At confluence with Whartons Branch . *8

Approximately 0.5 mile upstream of

U.S. Route 113 ............................... *19

Little Creek:

At confluence with Broad Creek ........ *6

Approximately 1.2 miles upstream of

County Road 492 ............................ *15

Love Creek:

At upstream side of State Route 24 .. *7

Approximately 0.8 mile upstream of

confluence of Goslee Creek ........... *8

Mirey Branch:

At confluence with Millsboro Pond ..... *10

Approximately 0.5 mile upstream of

County Road 326 ............................ *20

Nanticoke River:

At confluence of Morgan Branch ....... *6

Approximately 3.3 miles upstream of

confluence of Deep Creek .............. *9

Pepper Creek:

Approximately 2.4 miles downstream

of confluence of Pepper Creek

Fork 1 .............................................. *8

At confluence of Pepper Creek Fork

1 ...................................................... *8

Martin Branch (Red Mill Pond):

At upstream of State Route 1 ............ *9

Approximately 1.1 miles upstream of

County Road 261 ............................ *16

Rossakatum Branch:

Approximately 150 feet downstream

of County Road 69 ......................... *15

Approximately 0.7 mile upstream of

County Road 69 .............................. *23

Sowbridge Branch:

Approximately 500 feet downstream

of Northbound State Route 1 ......... *9

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 1,100 feet upstream of

U.S. Route 226 ............................... *46

Tantrough Branch:

Approximately 600 feet upstream of

U.S. Route 113 ............................... *16

Approximately 0.6 mile upstream of

confluence of Beaverdam Branch .. *35

Vines Creek:

Approximately 0.8 mile downstream

of County Road 92 ......................... *16

Approximately 0.5 mile upstream of

County Road 376 ............................ *31

Whartons Branch:

At confluence with Indian River ......... *8

Approximately 75 feet upstream of

County Road 334 ............................ *17

White Creek:

Approximately 0.7 mile downstream

of confluence of White Creek Ditch *8

Approximately 150 feet upstream of

Warren Road .................................. *12

Buntings Branch:

Approximately 1,000 feet downstream

of State Route 54 ........................... *12

At confluence of Polly Branch ............ *25

Sandy Branch:

At confluence of Polly Branch ............ *25

Approximately 75 feet upstream of

Gumboro Road ............................... *38

White Creek Ditch:

At confluence with White Creek ......... *8

Approximately 0.4 mile upstream of

County Road 84 (Central Avenue) . *8

Slaughter Creek:

Approximately 0.3 mile downstream

of State Route 1 ............................. *9

At State Route 1 ................................. *9

Pemberton Branch (Wagamons Pond):

At confluence with Broadkill River ..... *9

Approximately 50 feet downstream of

CONRAIL ........................................ *11

Delaware Bay:

Approximately 2,000 feet north of

intersection of Farm Lane and

County Road 201 ............................ *11

Approximately 1 mile northeast of

intersection of State Route 36 and

County Road 203 ............................ *14

Delaware Bay (Break Water Harbor):

Approximately 1.5 miles south of

intersection of U.S. Route 19 and Engineering Road ................................... *8

Rehoboth Bay:

At intersection of County Road 298

and Guinea Creek .......................... *7

Approximately 1,000 feet east of

intersection of State Route 1 and

Key Box Road ................................. *15

Indian River Bay:

At Gut Point ........................................ *8

At Indian River Inlet ............................ *15

Little Assawoman Bay:

At intersection of Dirickson Creek and

County Road 384 ............................ *6

Approximately 1,000 feet east of

intersection of State Route 1 and

Ocean Park Lane ............................ *15

Chesapeake Bay: Nanticoke River and

Broad Creek ....................................... *6

Herring Run:

At confluence of Clear Brook (Williams Pond) ..................................... *10

Approximately 0.7 mile upstream of

Alternate U.S. Route 13 ................. *26

Atlantic Ocean:

Approximately 1,500 feet northeast of

intersection of County Road 267

and Access Road ........................... *11

At Beach Avenue extended ................... *15

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Maps available for inspection at the

Planning and Zoning Office, Courthouse Circle, Georgetown, Delaware

INDIANA

Fort Wayne (city), Allen County

(FEMA docket No. 7120)

Maumee River:

Approximately 2 miles downstream of

U.S. Route 24 ................................. *751

At confluence with St. Joseph River .. *757

St. Joseph River:

At confluence with Maumee River ..... *757

Approximately 0.7 mile upstream of

confluence of Becketts Run ............ *768

St. Marys River:

At confluence with St. Joseph River .. *757

Approximately 1.6 miles upstream of

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

Spy Run Creek:

At confluence with St. Marys River .... *757

Approximately 0.2 mile downstream

of State Boulevard .......................... *757

Junk Ditch:

At confluence with St. Marys River .... *759

Approximately 0.4 mile upstream of

confluence with St. Marys River ..... *759

Maps available for inspection at the

City County Building, One Main

Street, Fort Wayne, Indiana.

———

Monroe County (unincorporated

Areas) (FEMA docket No. 7116)

Jacks Defeat Creek:

Approximately 0.64 mile downstream

of Harbison Road ............................ *695

Approximately 0.3 mile upstream of

CSX Transportation Railroad .......... *768

Tributary One:

At confluence with Jacks Defeat

Creek .............................................. *707

Approximately 0.36 mile upstream of

Nursery Road .................................. *779

Maps available for inspection at the

Monroe County Courthouse, Courthouse Square, Bloomington, Indiana.

———

New Haven (city), Allen County

(FEMA docket No. 7120)

Maumee River:

Approximately 3.7 miles downstream

of U.S. Route 24 ............................. *750

Approximately 2.6 miles downstream

of U.S. Route 24 ............................. *750

Maps available for inspection at the

City Administration Building, 1235

Lincoln Highway East, New Haven,

Indiana.

MAINE

Farmington (town), Franklin County

(FEMA docket No. 7112)

Sandy River:

Approximately 0.5 mile downstream

of State Route 41 ........................... *340

Approximately 2.6 miles upstream of

State Route 4 bridge (corporate

limits) ............................................... *389

Wilson Stream:

At confluence with Sandy River ......... *345

Approximately 0.4 mile upstream of

State Route 133 bridge (corporate

limits) ............................................... *377

Temple Stream:
13054 Federal Register / Vol. 60, No. 47 / Friday, March 10, 1995 / Rules and Regulations

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

At confluence with Sandy River ......... *355

Approximately 0.9 mile above

Russels Mill Road bridge (corporate limits) ................................... *457

Barker Stream:

At confluence with Sandy River ......... *368

Approximately 800 feet upstream of

Old State Route 27 ......................... *533

Cascade Brook:

At confluence with Sandy River ......... *352

Approximately 180 feet above State

Route 43 bridge (Allens Mill Road) *484

Beaver Brook:

At confluence with Sandy River ......... *357

Upstream side of Middle Street

bridge .............................................. *395

Clear Water Pond: Entire shoreline

within community ............................ *563

Maps available for inspection at the

Farmington Municipal Building, 147

Lower Main Street, Farmington,

Maine.

NEW HAMPSHIRE

Freedom (town), Carroll County

(FEMA docket No. 7112)

West Branch:

At confluence with Ossipee Lake ....... *414

Upstream side of Ossipee Lake Road *446

Ossipee Lake: Entire shoreline within

community .......................................... *414

Broad Bay: Entire shoreline within

community .......................................... *414

Leavitt Bay: Entire shoreline within

community .......................................... *414

Maps available for inspection at the

Town Office Building, Old Portland

Road, Freedom, New Hampshire.

———

Ossipee (town), Carroll County

(FEMA docket No. 7110)

Lovell River:

Approximately 0.5 mile upstream of

confluence with Ossipee Lake ........ *415

Approximately 1,000 feet upstream of

State Route 16/25 ........................... *434

West Branch:

Approximately 0.6 mile upstream of

confluence with Ossipee Lake ........ *414

At upstream corporate limits .............. *446

Maps available for inspection at the

Town Hall, Main Street, Center

Ossipee, New Hampshire.

OHIO

Malvern (village), Carroll County

Big Sandy Creek:

Approximately 600 feet downstream

of downstream corporate limits ...... *994

Approximately 600 feet upstream of

upstream corporate limits ............... *998

Maps available for inspection at the

Village Hall, 116 West Main Street,

Malvern, Ohio.

OKLAHOMA

Midwest City (city), Oklahoma

County (FEMA docket No. 7058)

Soldier Creek:

Approximately 100 feet upstream of

confluence with Crutcho Creek ...... *1,168

At S.E. 29th Street ............................. *1,222

Soldier Creek Tributary 4:

At confluence with Soldier Creek ....... *1,185

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

At Douglas Boulevard ........................ *1,210

Soldier Creek Tributary 6:

At confluence with Soldier Creek ....... *1,198

At Post Road ...................................... *1,231

Crutcho Creek:

Approximately 1,700 feet downstream

of N.E. 36th Street .......................... *1,157

At S.E. 29th Street ............................. *1,204

Choctaw Creek:

Approximately 0.45 mile downstream

of East Reno Avenue ..................... *1,165

Approximately 0.65 mile upstream of

S.E. 15th Street .............................. *1,223

Choctaw Creek Tributary:

At confluence with Choctaw Creek .... *1,190

At upstream side of S.E. 15th Street . *1,217

Crutcho Creek Tributary D:

At confluence with Crutcho Creek ..... *1,169

Approximately 1,300 feet upstream of

confluence with Crutcho Creek ...... *1,170

Maps available for inspection at the

Midwest City Hall, 100 N. Midwest

Boulevard, Midwest City, Oklahoma.

SOUTH CAROLINA

Cayce (city), Lexington County

(FEMA docket No. 7078)

Tributary SM–2:

At North Eden Drive ........................... *150

Approximately 125 feet upstream of

Old Frink Street .............................. *170

Maps available for inspection at the

Cayce City Hall, Community Development Office, 1800 12th Street, Cayce,

South Carolina.

SOUTH CAROLINA

Columbia (city), Lexington and

Richland Counties (FEMA docket

No. 7078)

Tributary K–2:

Approximately 285 feet upstream of

the unnamed road .......................... *244

Approximately 510 feet upstream of

the unnamed road .......................... *248

Maps available for inspection at the

City Hall, Public Information Office,

1737 Main Street, Columbia, South

Carolina.

———

Lexington County (unincorporated

areas) (FEMA docket Nos. 7078

and 7110)

Yost Creek:

Approximately 500 feet upstream of

confluence with Rawls Creek ......... *205

Approximately 60 feet upstream of

Lincreek Road ................................. *308

Tributary SM–2:

Approximately 70 feet upstream of

confluence with Six Mile Creek ...... *144

Approximately 130 feet upstream of

Old Frink Street .............................. *170

Savana Branch:

Approximately 1,850 feet upstream of

confluence with Congaree Creek ... *145

At downstream side of Edmund Highway .................................................. *160

Tributary K–2:

Just upstream of Piney Grove Road .. *222

Approximately 285 feet upstream of

the unnamed road .......................... *243

Twelve Mile Creek:

At Corley Mill Road ............................ *192

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 1.4 miles upstream of

Mineral Springs Road ..................... *243

Fourteen Mile Creek:

At confluence with Twelve Mile Creek *192

Approximately 0.6 mile upstream of

Old Chapin Road ............................ *359

Tributary SM–5:

Approximately 75 feet upstream of

Rainbow Drive ................................ *224

Approximately 825 feet upstream of

Rainbow Drive ................................ *226

Stoop Creek:

Approximately 60 feet downstream of

CSX Transportation ........................ *183

Approximately 0.5 mile upstream of

Interstate 26 .................................... *223

Shallow Flooding: Area between

Savana Branch and Congaree Creek

south of Old Dunbar Road ................. #2

Senn Branch:

Approximately 200 feet downstream

of Epharata Drive ............................ *224

Just upstream of Hebron Drive .......... *301

Tributary SM–3:

A point approximately 100 feet downstream of Edmund Highway (Route

302) ................................................. *176

Approximately 0.4 mile upstream of

dam at Lexington Drive .................. *214

Stoop Creek:

Approximately 70 feet upstream of

Fairway Lane .................................. *200

Approximately 200 feet downstream

of Interstate Highway 26 ................. *210

Maps available for inspection at the

Lexington County Administration

Building, Planning and Development

Office, 212 South Lake Drive, Lexington, South Carolina.

———

Lexington (town), Lexington County

(FEMA docket No. 7078)

Fourteen Mile Creek:

Approximately 2,275 feet upstream of

Whiteford Way ................................ *282

Approximately 0.6 mile upstream of

Old Chapin Road ............................ *359

Twelve Mile Creek:

Approximately 1.0 mile upstream of

Mineral Springs Road ..................... *239

Approximately 900 feet downstream

of confluence of Tributary TM–1 .... *252

Maps available for inspection at the

Lexington Town Hall, Building Department, 111 Maiden Lane, Lexington,

South Carolina.

———

Pine Ridge (town), Lexington County

(FEMA docket No. 7078)

Shallow Flooding: Area between

Savana Branch and Congaree Creek

south of Old Dunbar Road ................. #2

Maps available for inspection at the

Pine Ridge Town Hall, 1015 Fish

Hatchery Road, West Columbia,

South Carolina.

———

Springdale (town), Lexington County

(FEMA docket No. 7078)

Tributary SM–5:

At Rainbow Drive ............................... *220
Federal Register / Vol. 60, No. 47 / Friday, March 10, 1995 / Rules and Regulations 13055

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 75 feet upstream of

Rainbow Drive ................................ *224

Maps available for inspection at the

Springdale Town Hall, 2915 Platt

Spring Road, Springdale, South

Carolina.

(Catalog of Federal Domestic Assistance No.

83.100, ‘‘Flood Insurance.’’)

Dated: March 1, 1995.

Richard T. Moore,

Associate Director for Mitigation.

[FR Doc. 95–5973 Filed 3–9–95; 8:45 am]

BILLING CODE 6718–03–P

CORPORATION FOR NATIONAL AND

COMMUNITY SERVICE

45 CFR Part 2543

Uniform Administrative Requirements

for Grants and Agreements With

Institutions of Higher Education,

Hospitals and Other Non-Profit

Organizations

AGENCY: Corporation for National and

Community Service.

ACTION: Final rule.

SUMMARY: This final rule amends the

Corporation for National and

Community Services regulations to

incorporate the changes established by

revised OMB Circular 1–110, ‘‘Uniform

Administrative Requirements for Grants

and Agreements with Institutions of

Higher Education, Hospitals and Other

Non-Profit Organizations,’’ published by

the Office of Management and Budget

(OMB) on November 29, 1993.

Consistent with the Circular, this rule

applies to Corporation for National and

Community Service awards to

institutions of higher education,

hospitals, and other non-profit

organizations.

EFFECTIVE DATE: March 10, 1995.

ADDRESSES: The Corporation for

National and Community Service, 1201

New York Ave. NW., Washington, DC.

20525.

FOR FURTHER INFORMATION CONTACT: Rina

Tucker, (202) 606–5000 x257 between

the hours of 9 a.m. and 5 p.m. This

document will be made available in an

alternative format upon request.

SUPPLEMENTARY INFORMATION:

I. Background and Purpose

In November of 1990, OMB

established an interagency task force to

review the Circular with a view toward

its revision based on recommendations

solicited from affected organizations

such as universities and other non-profit

groups. The task force developed a

proposed revision of the Circular, which

OMB published on August 27, 1992 (57

FR 39018). After considering the over

200 comments from a wide variety of

federal and non-federal respondents,

OMB published the final revised

Circular in the Federal Register on

November 29, 1993 (58 FR 62992).

OMB Circular A–110 sets forth

government-wide standards governing

Federal agency administration of grants

and other agreements with institutions

of higher education, hospitals, and other

non-profit organizations. Federal

agencies must apply the provisions of

the Circular in making awards to the

covered entities; all primary recipients

(including governments) of Federal

awards must also apply the Circular’s

provisions to any subawards they make

to such entities. Those provisions that

affect Federal agencies were effective on

December 29, 1993 (58 FR 62992–93).

With respect to the Circular’s

application to recipients of Federal

agency awards, OMB’s notice directed

each affect agency to promulgate its own

rules adopting the provisions of the

Circular (58 FR 62992–93).

Accordingly, the Corporation is

publishing this final rule whose primary

purpose is to incorporate the provisions

of OMB Circular A–110 into the

Corporation’s grants administration

regulations at 45 CFR part 25.

Consistent with the Circular, this rule

applies to Corporation awards made to

institutions of higher education,

hospitals and other non-profit

organizations.

II. Regulatory Impact Analysis

In keeping with the requirements of

44 U.S.C. 3504(h), the information

collection requirements contained in

this rule have been approved by OMB

as Standard Forms. This rule will not

have a substantial impact on a

significant number of small entities,

thus a regulatory flexibility analysis has

not been prepared pursuant to the

Regulatory Flexibility Act, 5 U.S.C. 601

et seq. The agency has determined that

this rule does not have sufficient

federalism implications to warrant the

preparation of a Federalism Assessment

pursuant to Executive Order 12612. In

addition, the Agency has determined

that implementation of this action will

not have any significant impact on the

quality of the human environment

pursuant to the National Environmental

Policy Act.

List of Subjects in 45 CFR Part 2543

Accounting, Administrative practice

and procedures, Grant programs—

health, Grant programs—social, Grants

administration, Reporting and

recordkeeping requirements.

Dated: March 2, 1995.

Terry Russell,

General Counsel.

Accordingly, as set forth in the

preamble, the Corporation amends title

45, chapter XXV of the Code of Federal

Regulations by adding part 2543 to read

as follows:

PART 2543—GRANTS AND

AGREEMENTS WITH INSTITUTIONS

OF HIGHER EDUCATION, HOSPITALS,

AND OTHER NON-PROFIT

ORGANIZATIONS

Subpart A—General

Sec.

2543.1 Purpose.

2543.2 Definitions.

2543.3 Effect on other issuances.

2543.4 Deviations.

2543.5 Subawards.

Subpart B—Pre-Award Requirements

2543.10 Purpose.

2543.11 Pre-award policies.

2543.12 Forms for applying for Federal

assistance.

2543.13 Debarment and suspension.

2543.14 Special award conditions.

2543.15 Metric system of measurement.

2543.16 Resource Conservation and

Recovery Act.

2543.17 Certifications and representations.

Subpart C—Post-Award Requirements

Financial and Program Management

2543.20 Purpose of financial and program

management.

2543.21 Standards for financial

management systems.

2543.22 Payment.

2543.23 Cost sharing or matching.

2543.24 Program income.

2543.25 Revision of budget and program

plans.

2543.26 Non-Federal audits.

2543.27 Allowable costs.

2543.28 Period of availability of funds.

Property Standards

2543.30 Purpose of property standards.

2543.31 Insurance coverage.

2543.32 Real property.

2543.33 Federally-owned and exempt

property.

2543.34 Equipment.

2543.35 Supplies and other expendable

property.

2543.36 Intangible property.

2543.37 Property trust relationship.

Procurement Standards

2543.40 Purpose of procurement standards.

2543.41 Recipient responsibilities.