Federal Register / Vol. 61, No. 99 / Tuesday, May 21, 1996 / Proposed Rules 25435

(Catalog of Federal Domestic Assistance No.

83.100, ‘‘Flood Insurance.’’)

Dated May 13, 1996.

Richard W. Krimm,

Acting Associate Director for Mitigation.

[FR Doc. 96–12714 Filed 5–20–96; 8:45 am]

BILLING CODE 6718–04–P

44 CFR Part 67

[Docket No. FEMA–7181]

Proposed Flood Elevation

Determinations

AGENCY: Federal Emergency

Management Agency (FEMA).

ACTION: Proposed rule.

SUMMARY: Technical information or

comments are requested on the

proposed base (1% annual chance) flood

elevations and proposed base flood

elevation modifications for the

communities listed below. The base

flood elevations and modified base

flood elevations are the basis for the

floodplain management measures that

the 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).

DATES: The comment period is ninety

(90) days following the second

publication of this proposed rule in a

newspaper of local circulation in each

community.

ADDRESSES: The proposed 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

proposes to make determinations of base

flood elevations and modified base

flood elevations for each community

listed below, in accordance with Section

110 of the Flood Disaster Protection Act

of 1973, 42 U.S.C. 4104, and 44 CFR

67.4(a).

These proposed base flood elevations

and modified base flood elevations,

together with the floodplain

management criteria required by 44 CFR

60.3, are the minimum that are required.

They should not be construed to mean

that the community must change any

existing ordinances that are more

stringent in their floodplain

management requirements. The

community may at any time enact

stricter requirements of its own, or

pursuant to policies established by other

Federal, State, or regional entities.

These proposed elevations are used to

meet the floodplain management

requirements of the NFIP and are also

used to calculate the appropriate flood

insurance premium rates for new

buildings built after these elevations are

made final, and for the contents in these

buildings.

National Environmental Policy Act

This proposed 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 Acting Associate Director for

Mitigation certifies that this proposed

rule is exempt from the requirements of

the Regulatory Flexibility Act because

proposed 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 NFIP. No regulatory

flexibility analysis has been prepared.

Regulatory Classification

This proposed 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 proposed rule involves no

policies that have federalism

implications under Executive Order

12612, Federalism, dated October 26,

1987.

Executive Order 12778, Civil Justice

Reform

This proposed 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

proposed to be 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.

2. The tables published under the

authority of § 67.4 are proposed to be

amended as follows:

State City/town/county Source of flooding Location

#Depth in feet above

ground. *Elevation in feet.

(NGVD)

Existing Modified

Arizona ................... Pima County (Unincorporated Area).Santa Cruz River .............. Just upstream of Pima Mine Road ........... *2,663 *2,668

4,650 feet upstream of Pima Mine Road *2,671 *2,673

3,850 feet downstream of Sahura Rita

Road.

*2,698 *2,698

Just upstream of Sahura Rita Road ......... *2,709 *2,711

1,870 feet upstream of Sahura Rita Road *2,716 *2,716

3,350 feet downstream of U.S. Highway

89.

*2,736 *2,741

Just upstream of U.S. Highway 89 .......... *2,751 *2,751

1,770 feet upstream of U.S. Highway 89 *2,755 *2,758

11,270 feet upstream of U.S. Highway 89 *2,791 *2,790

5,010 feet downstream of Continental

Road.

*2,830 *2,829
25436 Federal Register / Vol. 61, No. 99 / Tuesday, May 21, 1996 / Proposed Rules

State City/town/county Source of flooding Location

#Depth in feet above

ground. *Elevation in feet.

(NGVD)

Existing Modified

370 feet upstream of Continental Road ... *2,854 *2,850

7,340 feet upstream of Continental Road *2,868 *2,869

12,410 feet upstream of Continental

Road.

*2,886 *2,888

21,540 feet upstream of Continental

Road.

*2,917 *2,924

19,800 feet downstream of Pima CountySanta Cruz.*2,961 *2,960

7,128 feet downstream of Pima CountySanta Cruz County corporate limits.*3,005 *3,004

500 feet downstream of Pima CountySanta Cruz County corporate limits.*3,027 *3,029

Just downstream of Pima County-Santa

Cruz County corprate limits.

*3,028 *3,030

Maps are available for inspection at Pima County Department of Transportation and Flood Control District, Public Works, Building, 201 North

Stone Avenue, Tucson, Arizona.

Send comments to the Honorable Paul Marsh, Chairman, Pima County Board of Supervisors, 130 West Congress Street, Tucson, Arizona

85701.

California ................ Hesperia (City) San

Bernardino

County.

Antelope Valley Wash ...... At confluence with the Mojave River ........ None *2,900

Approximately 150 feet upstream of Lake

Arrowhead Road.

None *2,940

At Peach Avenue ...................................... None *2,974

Approximately 50 feet upstream of Pico

Avenue.

None *3,035

Approximately 200 feet upstream of

Joshua Street.

None *3,120

At Ash Street ............................................ None *3,154

At E Avenue ............................................. None *3,182

Approximately 850 feet upstream of Ranchero Road.None *3,206

Maps are available for inspection at the City of Hesperia, 15776 Main Street, Hesperia, California

Send comments to Mr. David A. Berger, City Manager, City of Hesperia, City Hall, 15776 Main Street, Hesperia, California 92345

California ................ Vacaville (City) Solano County.Ulatis Creek ...................... At Leisure Town Road .............................. *81 +85

Approximately 100 feet upstream of

Ulatis Drive.

*111 +114

Approximately 2,250 feet upstream of Allison Drive.*129 +133

Just downstream of East Monte Vista

Drive.

*170 +172

Just downstream of Fruitvale Road ......... *194 +195

At Farrell Road ......................................... *232 +233

Laguna Creek ................... At confluence with Alamo Creek .............. *181 +183

Approximately 100 feet upstream of Highway 80.*198 +205

Alamo Creek ..................... Approximately 2,000 feet downstream of

Alamo Drive (main channel).

*96 +100

Approximately 2,000 feet downstream of

Alamo Drive (west overbank).

N/A +103

Approximately 1,600 feet downstream of

Nut Tree Road.

*105 +108

Just upstream of Tulare Drive .................. *120 +125

Just downstream of Crystal Lane ............. *174 +176

At confluence with Encinosa Creek ......... *208 +213

Approximately 5,300 feet upstream of the

confluence of Encinosa Creek.

*233 +234

Encinosa Creek ................ At confluence with Alamo Creek .............. *208 +213

Approximately 3,100 feet upstream of

Alamo Drive.

*233 +233

Bucktown Creek ............... Approximately 400 feet downstream of

Farrell Road.

*224 +227

Just downstream of Farrell Road ............. *228 +229
Federal Register / Vol. 61, No. 99 / Tuesday, May 21, 1996 / Proposed Rules 25437

State City/town/county Source of flooding Location

#Depth in feet above

ground. *Elevation in feet.

(NGVD)

Existing Modified

*Elevation in feet (NGVD of 1929) (To convert to NAVD, and 2.59 feet to NGVD elevation).

+Elevation in feet (NAVD of 1988).

Maps are available for inspection at the City of Vacaville, City Hall, Department of Community Development, 650 Merchant Street, Vacaville,

California.

Send comments to The Honorable David Fleming, Mayor, City of Vacaville, 650 Merchant Street, Vacaville, California 95688.

Texas ..................... Aledo (City) Parker

County.

Clear Fork Trinity River .... At the southern corporate limit ................. None *792

At confluence of the unnamed tributary

near Hidden Valley Drive.

None *795

At Old Tunnel Road on the western corporate limit.None *798

Maps are available for inspection at the City of Aledo, Aledo City Hall, 200 Old Annetta Road, Aledo, Texas.

Send comments to The Honorable Robert A. Lewis, P.O. Drawer R, Aledo, Texas 76008.

Texas ..................... Annetta (Town)

Parker County.

Clear Fork Trinity River .... At eastern corporate limit south of

Annetta Road.

None *800

At eastern corporate limit, near South

Fork Trinity River.

None *804

Maps are available for inspection at the Town of Annetta, City Office, 405–407 Highway 1187 North, Aledo, Texas.

Send comments to The Honorable Bruce Moore, Mayor, Town of Annetta, P.O. Box 91, Aledo, Texas 76008.

Texas ..................... Annetta North

(Town) Parker

Couty.

Clear Fork Trinity River .... Just upstream of Union Pacific Railroad

Bridge.

None *808

At eastern corporate limit approximately

3,000 feet upstream of Underwood

Road.

None *809

Approximately 2 miles upstream of

Underwood Road.

None *816

Maps are available for inspection at the home of the Town Secretary, Town of Annetta North, 457 Qual Ridge Drive, Aledo, Texas.

Send comments to The Honorable Kenneth Hensley, Mayor, Town of Annetta North, P.O. Box 262, Aledo, Texas 76008.

Texas ..................... Annetta South

(Town) Parker

County.

Clear Fork Trinity River .... At the southern corporate limit ................. None *786

At the northern corporate limit .................. None *789

Maps are available for inspection at the home of The Honorable Douglas Koldin, Mayor, Town of Annetta South, 403 Koldin Drive, Aledo,

Texas.

Send comments to The Honorable Douglas Koldin, Mayor, Town of Annetta South, P.O. Box 61, Aledo, Texas 76008.

Texas ..................... Hays County .......... San Marcos River ............. At the border of Hays County and Guadalupe County.*552 *551

At confluence of Sink Creek ..................... *577 *577

Plum Creek ....................... At the border of Township of Uhland and

Caldwell County.

*542 *538

8,500 feet upstream of Interstate Highway 35 Bridge.*730 *732

Stream Plum-1 ................. At confluence with Plum Creek ................ *632 *631

Just above Sledge Street bridge .............. None *729

Brushy Creek .................... Just above State Highway 21 .................. *544 *542

1,150 feet upstream of Satterwhite Road

bridge.

*653 *654

Stream Brushy-1 .............. At confluence with Brushy Creek ............. *557 *556

650 feet upstream of County Road 131

Bridge.

*645 *643

Stream Brushy-1A ............ At confluence with Stream Brushy-1 ........ *597 *596

Behind dam located 1,200 feet from

County Road 157 Bridge.

*631 *631

Cottonwood Creek ............ At Old Bastrop Highway bridge ................ *593 *592

200 feet upstream of Center Point Road None *669

Stream CC–1 .................... At confluence with Cottonwood Creek ..... *603 *601

Just west of Interstate Highway 35 .......... None *642

Stream CC–2 .................... At confluence with Cottonwood Creek ..... *643 *639
25438 Federal Register / Vol. 61, No. 99 / Tuesday, May 21, 1996 / Proposed Rules

State City/town/county Source of flooding Location

#Depth in feet above

ground. *Elevation in feet.

(NGVD)

Existing Modified

1,870 feet upstream of Hunter Road

Bridge.

*711 *711

Stream CC–2D ................. At confluence with Cottonwood Creek ..... *637 *634

Just upstream of Interstate Highway 35 *654 *656

Stream CC–IH35 .............. At confluence with Stream CC–1 ............. None *643

At the divergence from Cottonwood

Creek.

*654 *656

Blanco River ..................... At confluence with San Marcos River ...... *572 *571

3,300 feet upstream of confluence of

Wanslow Creek.

*1,029 *1,021

Bypass Creek ................... 2,500 feet south of Missouri, Kansas,

Texas Railroad bridge.

None *563

1,050 feet upstream of Harris Hill Road

Bridge.

*606 *603

Stream BPC–1 ................. At confluence with Stream BPC–2 ........... *579 *573

At divergence from Blanco River ............. *590 *593

Stream BPC–2 ................. At confluence with Bypass Creek ............ *581 *573

At the divergence from Blanco River ....... *597 *599

Loneman Creek ................ At confluence with Blanco River .............. *767 *760

Just above Deer Lake Road bridge ......... *917 *913

200 feet downstream of County Road

317.

*1,044 *1,042

Smith Creek ...................... At confluence with Loneman Creek ......... *877 *872

Above earthen dam 4,700 feet upstream

from Deer Lake Road Bridge.

*1,015 *1,015

Cypress Creek .................. At confluence with Blanco River .............. *841 *839

1,250 feet above confluence of Stream

CC–3.

*1,004 *1,001

Stream Cypress-1 ............ At confluence with Cypress Creek ........... *972 *967

3,900 feet upstream of Valley Spring

Road.

*1,035 *1,033

Wilson Creek .................... At confluence with Blanco River .............. *848 *843

100 feet downstream of dirt road that

intersects FM 2325.

*1,006 *1,005

Willow Springs Creek ....... At confluence with San Marcos River ...... *574 *571

2,400 feet upstream of McCarty Lane ..... *716 *715

Stream WSC–RR ............. At confluence with Purgatory Creek ......... *586 *582

At the diversion from Willow Springs

Creek.

*591 *592

Stream WSC–1 ................ At confluence with Willow Springs Creek *671 *672

600 feet upstream of McCarty Lane ........ *707 *707

Purgatory Creek ............... At confluence with San Marcos River ...... *574 *571

Approximately 20,000 feet upsteam of

SCS Dam #4.

*910 *910

Stream PC–1 .................... At confluence with Purgatory Creek ......... *656 653

6,300 feet upstream of McCarty Lane

bridge.

*793 *792

Sink Creek ........................ At confluence with San Marcos River ...... *579 *577

At County Road 213 crossing .................. *802 *801

Onion Creek ..................... At the border of Travis County and Hays

County.

*649 *644

Approximately 2,5 miles upstream of

County Road 190 bridge.

*1,145 *1,141

Bear Creek ....................... At the border of Hays County and Travis

County.

*805 *805

At dam located 2,000 feet upstream of

Wildwood Hills Lane.

*983 *986

Little Bear Creek .............. At the border of Hays County and Travis

County.

*675 *672

2,500 feet upstream of Arbor Trail ........... *814 *815

Stream LB–1 .................... At confluence with Little Bear Creek ........ *743 *741

2,500 feet upstream of Chaparral Road *791 *790

Stream Bear-1 .................. At confluence with Bear Creek ................. *848 *848

At the border of Hays County and Travis

County.

*923 *922

Stream Bear-1A ................ At confluence with Stream Bear-1 ........... *851 *851

2,000 feet upstream of Todd Road bridge *1,036 *1,037

Stream Bear-2 .................. At confluence with Bear Creek ................. *850 *848

4,650 feet upstream of confluence with

Bear Creek.

*920 *921
Federal Register / Vol. 61, No. 99 / Tuesday, May 21, 1996 / Proposed Rules 25439

State City/town/county Source of flooding Location

#Depth in feet above

ground. *Elevation in feet.

(NGVD)

Existing Modified

Barton Creek .................... At the border of Hays County and Travis

County.

*951 *942

At County Road 169 ................................. None *1,133

Long Branch ..................... At the border of Hays County and Travis

County.

*1,036 *1,035

Above dam located 3,000 feet upstream

of Carriage House Lane.

*1,160 *1,160

Stream BC–1 .................... At confluence with Barton Creek .............. *955 *948

3,300 feet upstream of confluence of

Stream BC–1A.

*1,151 *1,151

Stream BC–1A ................. At confluence with Stream BC–1 ............. *1,085 *1,085

1,870 feet upstream of confluence with

Stream BC–1.

*1,124 *1,124

Roy Branch ....................... At confluence with Barton Creek .............. *962 *957

2,100 feet upstream of Oakwood Lane

Bridge.

*1,105 *1,103

Cottonwood Branch .......... At confluence with Ray Branch ................ *993 *991

1,000 feet upstream of Hidden Hills Drive

bridge.

*1,096 *1,096

Little Barton Creek ........... At confluence with Barton Creek .............. *996 *989

2,500 feet upstream of Spring Lake Drive

bridge.

*1,246 *1,245

Stream BC–2 .................... At confluence with Barton Creek .............. *1,100 *1,096

750 feet upstream of County Road 169 ... *1,227 *1,227

Stream BC–2A ................. At confluence with Stream BC–2 ............. *1,154 *1,153

Approximately 5,500 feet upstream of

confluence with Stream BC–2.

*1,236 *1,236

School House Hollow ....... At confluence with Barton Creek .............. None *1,119

Above dam located 2,000 feet upstream

of County Road 169 bridge.

*1,192 *1,192

Stream SH–1 .................... At confluence with School House Hollow *1,186 *1,185

Approximately 4,000 feet upstream of

confluence with School House Hollow.

*1,262 *1,261

Purgatory Creek Diversion

#1.

At confluence with Purgatory Creek ......... *584 *583

At divergence from Purgatory Creek ........ *605 *602

Purgatory Creek Diversion

#2.

At confluence with Willow Springs Creek *581 *581

At divergence from Purgatory Creek ........ *586 *585

Maps are available for inspection at Hays County Environmental Health Department, 1251 Civic Center Loop, San Marcos, Texas.

Send comments to The Honorable Eddie Etheredge, Judge, Hays County Courthouse, 102 North L.B.J. Drive, San Marcos, Texas 78666.

Maps are available for inspection at the City of Kyle, Department of Public Works, City Hall, 101 South Burleson, Kyle, Texas.

Send comments to The Honorable Marle D. Wilkins, Mayor, City of Kyle, P.O. Box 40, Kyle, Texas 78640.

Maps are available for inspection at the City of San Marcos, Engineering Department, San Marcos City Hall, 630 East Hopkins Street, San

Marcos, Texas.

Send comments to The Honorable Kathy Morris, Mayor, City of San Marcos, 630 East Hopkins Street, San Marcos, Texas 78666.

Maps are available for inspection at the City of Woodcreek, 17 Wildwood, Wimberley, Texas 78676.

Send comments to The Honorable Jeannie Pool, Mayor, City of Woodcreek, P.O. Box 1570, Woodcreek, Texas 78676.

Maps are available for inspection at the City of Buda, City Hall, 121 North Main Street, Buda, Texas.

Send comments to The Honorable W.G. White, Mayor, City of Buda, P.O. Box 1218, Buda, Texas 78610.

Maps are available for inspection at the City of Hays, c/o Mayor of Hays, 12633 Red Bud Trail, Buda, Texas.

Send comments to The Honorable William Couch, Mayor, City of Hays, 12633 Red Bud Trail, Buda, Texas 78610.

Maps are available for inspection at the City of Niederwald, Go Forth Water Supply, 13841 Comino Real, Neiderwald, Texas.

Send comments to The Honorable Fern Howze, Mayor, City of Neiderwald, 13851 Comino Real, Neiderwald, Texas 78640.

Maps are available for inspection at the Township of Uhland, 17 Cotton Gin Road, Uhland, Texas.

Send comments to The Honorable Dan Sorrells, Mayor, Township of Uhland, 17 Cotton Gin Road, Uhland, Texas 78640.

Texas ..................... Newton County

(Unincorporated

Areas).

Sabine River ..................... At the border of Orange County and

Newton County.

None *17

At the State Highway 12 bridge ............... None *24

At the U.S. Highway 190 bridge ............... None *72

At the State Highway 63 bridge ............... None *107
25440 Federal Register / Vol. 61, No. 99 / Tuesday, May 21, 1996 / Proposed Rules

State City/town/county Source of flooding Location

#Depth in feet above

ground. *Elevation in feet.

(NGVD)

Existing Modified

At the border of Newton County and

Sabine Parish.

None *117

Maps are available for inspection at the Newton County Courthouse, Highway 190 West, Newton, Texas.

Send comments to The Honorable Lon Sharver, Newton County Judge, P.O. Box J, Newton, Texas 75966.

Texas ..................... Parker County (Unincorporated

Areas).

Clear Fork Trinity River .... At Tarrant County-Parker County Line ..... None *734

Just downstream of Armageddon Ranch

Road.

None *752

At Underwood Road ................................. None *808

Approximately 150 feet upstream of

Crown Road Bridge.

*847 *843

At City of Weatherford corporate limits .... *859 *856

Stream CF (WP)–1 ........... Approximately 1,200 feet downstream of

East Bankhead Drive.

None *827

Approximately 120 feet downstream of

East Bankhead Drive.

None *835

Just upstream of East Bankhead Drive ... None *841

Maps are available for inspection at the Floodplain Department, Office of the County Judge, One Courthouse Square, Weatherford, Texas.

Send comments to The Honorable Ben Long, County Judge, Parker County Courthouse, One Courthouse Square, Weatherford, Texas

76086.

Texas ..................... Weatherford (City)

Parker County.

Clear Fork Trinity River .... At the corporate limits approximately

1,000 feet downstream of West Lake

Drive.

*859 *856

Approximately 400 feet upstream of West

Lake Road.

None *860

Maps are available for inspection at the Department of Code Enforcement, City of Weatherford, City Hall, 303 Palo Pinto Street, Weatherford,

Texas.

Send comments to The Honorable Sherry Watson, Mayor, City of Weatherford, P.O. Box 255, Weatherford, Texas 76086.

Texas ..................... Willow Park (City) Clear Fork Trinity River .... At the corporate limits approximately 400

feet downstream of East Bankhead

Highway.

*833 *830

Approximately 100 feet upstream of Interstate Highway 20.*839 *834

At the upstream corporate limits approximately 6,300 feet upstream of Interstate Highway 20 westbound.*845 *843

Maps are available for inspection at City Hall, City of Willow Park, 101 Stage Coach Trail, Willow Park, Texas.

Send comments to The Honorable William Clemens, Mayor, City of Willow Park, 101 Stage Coach Trail, Willow Park, Texas 76086.

(Catalog of Federal Domestic Assistance No.

83.100, ‘‘Flood Insurance.’’)

Dated: May 13, 1996.

Richard W. Krimm,

Acting Associate Director for Mitigation.

[FR Doc. 96–12717 Filed 5–20–96; 8:45 am]

BILLING CODE 6718–04–P

ENVIRONMENTAL PROTECTION

AGENCY

48 CFR Parts 1515 and 1552

[FRL–5505–3]

Acquisition Regulation; Source

Selection Process

AGENCY: Environmental Protection

Agency.

ACTION: Proposed rule.

SUMMARY: The Environmental Protection

Agency (EPA) is proposing to revise its

acquisition regulation (48 CFR Chapter

15) coverage on the source selection

process. EPA is aware that Part 15 of the

Federal Acquisition Regulation is

currently undergoing revision. The

Agency believes that its changes will

not conflict with any subsequent

revisions to Part 15. Additionally, the

Agency believes that the changes to its

acquisition regulation are needed now

as an interim measure to streamline the

process and empower Contracting

Officers at EPA. This rule is also

necessary to implement portions of the

Federal Acquisition Streamlining Act of

1994.

DATE: Comments should be submitted

not later than July 22, 1996.