17020 Federal Register / Vol. 60, No. 64 / Tuesday, April 4, 1995 / Rules and Regulations

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Cibolo Creek:

Approximately 14,500 feet

downstream of FM 775 ........ *459

Elm Creek at confluence with

Cibolo Creek ........................ *464

Elm Creek at 10,700 feet upstream of confluence with

Cibolo Creek ........................ *465

Approximately 3,600 feet upstream of confluence of Dry

Hollow Creek ........................ *483

Just downstream of confluence

of Martinez Creek ................ *524

Maps are available for inspection at Wilson County Courthouse, 1420 Third Street,

Floresville, Texas.

WASHINGTON

Okanogan (city), Okanogan

County (FEMA Docket No.

7118)

Okanogan River:

Approximately 1.3 miles upstream of Oak Street ........... *834

Approximately 2.5 miles upstream of Oak Street ........... *835

Maps are available for inspection at the City of Okanogan,

Office of Planning, 237 4th Avenue North, Okanogan, Washington.

(Catalog of Federal Domestic Assistance No.

83.100, ‘‘Flood Insurance.’’)

Dated: March 28, 1995.

Richard T. Moore,

Associate Director for Mitigation.

[FR Doc. 95–8183 Filed 4–3–95; 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), Energy.

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 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.

Administrative practice and

procedure, Flood insurance, Reporting

and recordkeeping requirements.

Accordingly, 44 CFR part 67 is

amended as follows:

PART 67—[AMENDED]

1. The authority citation for part 67

continues to read as follows:

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

Reorganization Plan No. 3 of 1978, 3 CFR,

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

3 CFR, 1979 Comp., p. 376.

§ 67.11 [Amended]

2. The tables published under the

authority of § 67.11 are amended as

follows:

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

CONNECTICUT

Orange (town), New Haven

County (FEMA Docket No.

7116)

Race Brook:

Approximately 0.14 mile upstream of Orange Center

Road ..................................... *108

At upstream corporate limits

(approximately 0.6 mile upstream of State Route 114) . *172

Maps available for inspection

at the Department of Public

Works, Town Hall, 617 Orange

Center Road, Orange, Connecticut.
Federal Register / Vol. 60, No. 64 / Tuesday, April 4, 1995 / Rules and Regulations 17021

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

OHIO

Bexley (city), Franklin County,

(FEMA Docket No. 7097)

Alum Creek:

Approximately 1,000 feet upstream of downstream corporate limits .......................... *749

Approximately 1,250 feet

downstream of CONRAIL .... *756

Maps available for inspection

at the City Hall, 2242 East

Main Street, Bexley, Ohio.

———

Brice (village), Franklin County

(FEMA Docket No. 7097)

Powell Ditch:

Approximately 600 feet downstream of Refugee Road ..... *776

Approximately 800 feet upstream of Refugee Road ..... *781

Maps available for inspection

at the Village Municipal Building, 5990 Columbus Street,

Brice, Ohio.

———

Canal Winchester (village),

Franklin County (FEMA

Docket No. 7097)

Georges Creek:

Approximately 650 feet downstream of U.S. Route 33 ...... *753

At downstream side of County

Route 376 (Winchester Pike) *758

Maps available for inspection

at the Village Hall, 10 North

High Street, Canal Winchester,

Ohio.

———

Columbus (city), Franklin

County (FEMA Docket No.

7124)

Barbee Ditch:

At Chippewa Street ................. *801

Approximately 100 feet downstream of Trabue Road ........ *826

Barnes Ditch:

At confluence with Scioto River *737

At Wilson Road ........................ *836

Blau Ditch:

Approximately 0.42 mile upstream of confluence with

Dry Run ................................ *818

Approximately 1,160 feet upstream of Maclam Drive ....... *838

Snyder Run:

At confluence with Barnes

Ditch ..................................... *808

At Wilson Road ........................ *843

Dry Run:

At confluence with Scioto River *731

Approximately 160 feet upstream of Ruth Court ........... *790

South Fork Dry Run:

At downstream corporate limits *786

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 1,520 feet upstream of CONRAIL ............. *803

Turkey Run:

Upstream side of State Route

315 culvert ........................... *739

Approximately 1,850 feet upstream of Tillbury Avenue at

the City of Columbus corporate limits .......................... *781

Little Walnut Creek:

Downstream corporate limits ... *730

Upstream corporate limits ....... *731

Big Run:

At upstream corporate limits

(west of County Route 119) . *735

Utzinger Ditch:

Approximately 200 feet downstream of Rose Hill Road .... *882

At upstream corporate limits ... *892

Tudor Ditch:

Approximately 500 feet upstream of confluence with

Scioto River .......................... *768

Approximately 857 feet upstream of confluence with

Scioto River .......................... *780

Maps available for inspection

at the Fairwood Complex,

1250 Fairwood Avenue, Columbus, Ohio.

———

Dublin (city), Franklin County

(FEMA Docket No. 7097)

South Fork Indian Run:

Approximately 1,400 feet upstream of Avery Road .......... *914

At upstream Dublin corporate

limits ..................................... *940

Cosgray Ditch:

Approximately 425 feet upstream of confluence with

Scioto River .......................... *775

Approximately 2,200 feet upstream of Wilcox Road ........ *921

Cramer Ditch:

At upstream side of Dublin

Road ..................................... *824

Approximately 2,500 feet upstream of Wilcox Road ........ *920

Tri-County Ditch:

At confluence with South Fork

Indian Run ............................ *914

At county boundary ................. *917

Maps available for inspection

at the Planning and Zoning

Building, 5800 Shier-Rings

Road, Dublin, Ohio.

———

Franklin County (unincorporated areas) (FEMA

Docket No. 7105)

Blacklick Creek:

At upstream side of Central

College Road (County Route

18) ........................................ *1,084

Approximately 0.69 mile upstream of Walnut Street

(County Route 19) ............... *1,119

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Bishop Run:

Approximately 1,000 feet upstream of confluence with

Little Walnut Creek .............. *751

At Canal Winchester South

Road ..................................... *780

Little Walnut Creek:

At downstream county boundary ........................................ *722

Approximately 0.70 mile upstream of Hayes Road ......... *731

Lisle Ditch (formerly Big Run

Tributary):

At confluence with Big Run ..... *741

Approximately 100 feet downstream of Oregon Road ....... *756

Big Run:

Approximately 0.90 mile upstream of confluence with

Little Walnut Creek .............. *735

At downstream county boundary ........................................ *809

Georges Creek:

At upstream side of C&O Railroad bridge ........................... *747

Approximately 1,500 feet upstream of U.S. Route 33 ...... *755

Spring Run:

Approximately 350 feet upstream of County Route 82 . *850

Approximately 0.4 mile upstream of County Route 82 . *854

Unnamed Pounding Area:

In the vicinity of the intersection of Corbett Road and

Front Street .......................... *733

Clover Groff Ditch:

Approximately 1,060 feet

downstream of Interstate

Route 70 .............................. *929

Approximately 0.66 mile downstream of Elliot Road ........... *941

Dry Run:

Approximately 160 feet downstream of the downstream

CONRAIL ............................. *764

Approximately 550 feet upstream of Hague Avenue ..... *796

Blau Ditch:

At confluence with Dry Run ..... *796

Approximately 550 feet upstream of Maclam Drive ....... *834

Barbee Ditch:

At confluence with Barnes

Ditch ..................................... *786

At Trabue Road ....................... *826

Barnes Ditch:

At downstream corporate limits *779

Approximately 1,500 feet upstream of confluence of Snyder Run ................................ *824

Faust County Ditch:

At Hayden Run Road .............. *935

Approximately 1.4 miles upstream of Hayden Run Road *941

Hayden Run:

At upstream side of CONRAIL *907

At Hayden Run Road .............. *935

Snyder Run:
17022 Federal Register / Vol. 60, No. 64 / Tuesday, April 4, 1995 / Rules and Regulations

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 800 feet upstream of Cross Creek Drive *823

Approximately 1,700 feet upstream of Cross Creek Drive *830

Molcomb Ditch:

At confluence with Tudor Ditch *820

Approximately 1,700 feet

downstream of Interstate

Route 270 ............................ *857

Tudor Ditch:

Approximately 875 feet upstream of confluence with

Scioto River .......................... *780

Approximately 500 feet downstream of Fishinger Boulevard ...................................... *851

Cramer Ditch:

Approximately 150 feet upstream of confluence with

Scioto River .......................... *773

At downstream side of Dublin

Road ..................................... *773

Shallow Flooding Area:

South of County Route 118

and north of C&O Railroad .. #1

Between Big Run and Lisle

Ditch (north of Berger Road

and south of Hayes Road) ... #1

Maps available for inspection

at the Franklin County Zoning

Department, 373 South High

Street, 15th Floor, Columbus,

Ohio.

———

Gahanna (city), Franklin

County (FEMA Docket No.

7097)

Utzinger Ditch:

At downstream corporate limits

(downstream of CONRAIL) .. *893

Maps available for inspection

at the City Hall, 200 S. Hamilton Road, Gahanna, Ohio.

———

Glenford (village), Perry

County (FEMA Docket No.

7112)

Jonathan Creek:

At downstream corporate limits, approximately 550 feet

downstream of Main Street .. *844

At upstream corporate limits,

approximately 1,200 feet upstream of Main Street .......... *848

Maps available for inspection

at the Village Clerk’s Residence, 123 Mill Street,

Glenford, Ohio.

———

Groveport (village), Franklin

County (FEMA Docket No.

7097)

Little Walnut Creek:

Approximately 0.47 mile upstream of Hayes Road ......... *730

Approximately 250 feet east of

Crescent Drive and Delane

Road intersection ................. *734

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Maps available for inspection

at the Municipal Building, 605

Cherry Street, Groveport,

Ohio.

———

Harrisburg (village), Franklin

County (FEMA Docket No.

7097)

Big Darby Creek:

At downstream corporate limits *788

At upstream corporate limits ... *789

Maps available for inspection

at the Village Hall, 1092 High

Street, Harrisburg, Ohio.

———

Hilliard (city), Franklin County

(FEMA Docket No. 7097)

Hayden Run:

At upstream side of Avery

Road ..................................... *909

Approximately 900 feet upstream of Avery Road .......... *910

Molcomb Ditch:

Approximately 225 feet upstream of confluence with

Tudor Ditch .......................... *821

Approximately 200 feet downstream of Lyman Drive ........ *874

Tudor Ditch:

Approximately 675 feet downstream of Fishinger Boulevard ...................................... *849

Approximately 140 feet downstream of Parkway Lane ...... *873

Clover Groff Ditch:

At downstream corporate limits *936

Approximately 0.66 mile downstream of Elliot Road ........... *941

Maps available for inspection

at the City Hall, 3800 Municipal Way, Hilliard, Ohio.

———

Malvern (village), Carroll

County (FEMA Docket No.

7112)

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.

———

Marble Cliff (village), Franklin

County (FEMA Docket No.

7097)

Scioto River:

Approximately 1,950 feet

downstream of Fifth Avenue *737

At CONRAIL ............................ *740

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Maps available for inspection

at the Village Hall, 1600

Fernwood Avenue, Columbus,

Ohio (please contact Joan

Klitch, Village Clerk at (614)

486–6993 to arrange for viewing).

———

Riverlea (village), Franklin

County (FEMA Docket No.

7097)

Olentangy River:

At downstream corporate limits *746

At upstream corporate limits ... *749

Maps available for inspection

at the Clerk/Treasurer, 124

West Riverglen, Worthington,

Ohio.

———

Urbancrest (village), Franklin

County (FEMA Docket No.

7097)

Baumgardner Ditch:

Approximately 100 feet downstream of CSX Transportation .................................... *824

At upstream corporate limits ... *848

Maps available for inspection

at the City Hall, 3492 First Avenue, Urbancrest, Ohio.

———

Upper Arlington (city), Franklin County (FEMA Docket

No. 7097)

Turkey Run:

At downstream corporate limits

of Upper Arlington ................ *781

Approximately 1,600 feet upstream of downstream corporate limits for Upper Arlington ................................... *794

Maps available for inspection

at the City Hall, 3600 Tremont

Road, Upper Arlington, Ohio.

———

Valleyview (village), Franklin

County (FEMA Docket No.

7097)

Dry Run:

At downstream Village of

Valleyview corporate limits .. *767

At upstream Village of

Valleyview corporate limits .. *779

South Fork Dry Run:

Approximately 600 feet upstream of confluence with

Dry Run ................................ *772

At upstream Village of

Valleyview corporate limits .. *786

Maps available for inspection

at the Village Hall, 432 N.

Richardson Avenue, Columbus, Ohio.
Federal Register / Vol. 60, No. 64 / Tuesday, April 4, 1995 / Rules and Regulations 17023

(Catalog of Federal Domestic Assistance No.

83.100, ‘‘Flood Insurance.’’)

Dated: March 28, 1995.

Richard T. Moore,

Associate Director for Mitigation.

[FR Doc. 95–8186 Filed 4–3–95; 8:45 am]

BILLING CODE 6718–03–M

FEDERAL COMMUNICATIONS

COMMISSION

47 CFR Part 73

[MM Docket No. 94–144; RM–8554]

Radio Broadcasting Services;

Dickeyville, WI

AGENCY: Federal Communications

Commission.

ACTION: Final rule.

SUMMARY: This document allots Channel

266A to Dickeyville, Wisconsin, as that

community’s first local transmission

service in response to a petition filed by

James F. Munson. See 59 FR 65749,

December 21, 1994. The coordinates for

Channel 266A at Dickeyville are 42–37–

38 and 90–35–31. With this action, this

proceeding is terminated.

DATES: Effective May 12, 1995. The

window period for filing applications

for Channel 266A at Dickeyville, will

open on May 12, 1995, and close on

June 12, 1995.

FOR FURTHER INFORMATION CONTACT:

Kathleen Scheuerle, Mass Media

Bureau, (202) 418–2180.

SUPPLEMENTARY INFORMATION: This is a

summary of the Commission’s Report

and Order, MM Docket No. 94–144,

adopted March 21, 1995, and released

March 28, 1995. The full text of this

Commission decision is available for

inspection and copying during normal

business hours in the Commission’s

Reference Center (Room 239), 1919 M

Street, NW, Washington, D.C. The

complete text of this decision may also

be purchased from the Commission’s

copy contractors, International

Transcription Services, Inc., 2100 M

Street, NW, Suite 140, Washington, D.C.

20037, (202) 857–3800.

List of Subjects in 47 CFR Part 73

Radio broadcasting.

Part 73 of Title 47 of the Code of

Federal Regulations is amended as

follows:

PART 73—[AMENDED]

1. The authority citation for Part 73

continues to read as follows:

Authority: Sec. 303, 48 Stat., as amended,

1082; 47 U.S.C. 154, as amended.

§ 73.202 [Amended]

2. Section 73.202(b), the Table of FM

Allotments under Wisconsin, is

amended by adding Dickeyville,

Channel 266A.

Federal Communications Commission.

John A. Karousos,

Chief, Allocations Branch, Policy and Rules

Division, Mass Media Bureau.

[FR Doc. 95–7949 Filed 4–3–95; 8:45 am]

BILLING CODE 6712–01–F

47 CFR Part 73

[MM Docket No. 89–459; RM–7009, RM–

7260, RM–7261, RM–7263, RM–7264]

Radio Broadcasting Services;

LaGrange and Rollingwood, TX

AGENCY: Federal Communications

Commission.

ACTION: Final rule.

SUMMARY: This document denies an

Application for Review filed by Fayette

Broadcasting Corporation, licensee of

Station KBUK, Channel 285A,

LaGrange, Texas, directed to a staff

action denying its request to substitute

Channel 285C2 for Channel 285A and

reallot Channel 285C2 to Rollingwood,

Texas. See 58 FR 12903, published

March 8, 1993. With this action, the

proceeding is terminated.

EFFECTIVE DATE: April 4, 1995.

FOR FURTHER INFORMATION CONTACT:

Robert Hayne, Mass Media Bureau,

(202) 776–1654.

SUPPLEMENTARY INFORMATION: This is a

synopsis of the Commission’s

Memorandum Opinion and Order, MM

Docket No. 89–459, adopted March 8,

1995, and released March 28, 1995. The

full text of this decision is available for

inspection and copying during normal

business hours in the FCC Dockets

Branch (Room 230), 1919 M Street, NW,

Washington, D.C. The complete text of

this decision may also be purchased

from the Commission’s copy contractor,

International Transcription service,

(202) 857–3800, 2100 M Street, NW,

Washington, D.C. 20037.

List of Subjects in 47 CFR Part 73

Radio broadcasting.

Authority: Secs. 303, 48 Stat., as amended,

1082; 47 U.S.C. 154, as amended.

Federal Communications Commission.

William F. Caton,

Acting Secretary.

[FR Doc. 95–8162 Filed 4–3–95; 8:45 am]

BILLING CODE 6712–01–F

GENERAL SERVICES

ADMINISTRATION

Board of Contract Appeals

48 CFR Part 6101

RIN Number 3090–AF62

Rules of Procedure of the General

Services Administration Board of

Contract Appeals

AGENCY: Board of Contract Appeals,

General Services Administration.

ACTION: Final rule.

SUMMARY: This document contains

revisions to the rules of procedure of the

GSA Board of Contract Appeals (Board),

which will govern all proceedings

before the Board. The revisions

implement certain provisions of the

Federal Acquisition Streamlining Act of

1994 (Pub. L. 103–355) (FASA or Act)

which have amended the Brooks

Automatic Data Processing Act, under

which the Board hears and decides

protests of procurements involving

automatic data processing (ADP)

equipment, and the Contract Disputes

Act of 1978, under which the Board

hears and decides contract disputes.

The revisions conform the Board’s rules

of procedure to the amendments made

to its jurisdictional statutes.

EFFECTIVE DATE: May 5, 1995.

FOR FURTHER INFORMATION CONTACT:

Wilbur T. Miller, Chief Counsel, GSA

Board of Contract Appeals, (202) 501–

0891.

SUPPLEMENTARY INFORMATION:

A. Regulatory Flexibility Act

The General Services Administration

certifies that these revisions will not

have a significant economic impact on

a substantial number of small entities

within the meaning of the Regulatory

Flexibility Act (5 U.S.C. 601 et seq.).

B. Paperwork Reduction Act

The Paperwork Reduction Act does

not apply because the proposed

revisions do not impose recordkeeping

or information collection requirements,

or the collection of information from

offerors, contractors, or members of the

public which require the approval of

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

C. Effective Dates

Pursuant to Sections 10001 and 10002

of the FASA, these rules (as well as

Sections 1432–1434, 1436–1438, and

2351 (c)–(d) of the Act) are applicable to

all proceedings filed on or after May 5,

1995. Section 1435 of the Act shall be

applicable to cost applications where