Federal Register / Vol. 60, No. 64 / Tuesday, April 4, 1995 / Rules and Regulations 17013

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 65

Flood insurance, Floodplains,

Reporting and recordkeeping

requirements.

Accordingly, 44 CFR part 65 is

amended to read as follows:

PART 65—[AMENDED]

1. The authority citation for part 65

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.

§ 65.4 [Amended]

2. The tables published under the

authority of § 65.4 are amended as

follows:

State and county Location

Dates and name of

newspaper where notice

was published

Chief executive officer of communityEffective date of

modification

Community

No.

Florida: Unincorporated Areas

(FEMA Docket No.

7115).

Pasco County ........... Aug. 19, 1994, Aug. 26,

1994, West Pasco

Press.

Mr. John Gallagher, Pasco County Administrator, 7530 Little

Road, New Port Richey, Florida

34654.

Aug. 12, 1994 ..... 120230 D

Maryland: Unincorporated Areas

(FEMA Docket No.

7119).

Prince George’s

County.

May 13, 1994, May 31,

1994, Prince George’s

Journal.

Ms. Malinda Steward, M.E., Section Head, Flood Management

Section, Division of Environmental Management, Prince

George’s County Department of

Environmental Resources,

9400 Peppercorn Place, Sixth

Floor, Landover, Maryland

20785.

Nov. 16, 1994 ..... 245208 C

North Carolina: Haywood County

(FEMA Docket No.

7119).

Town of Waynesville Sept. 9, 1994, Sept. 16,

1994, The Mountaineer.

The Honorable Henry B. Foy,

Mayor of the Town of

Waynesville, 106 South Main

Street, Waynesville, North

Carolina 28786–0100.

Sept. 1, 1994 ...... 370124 B

North Carolina: Unincorporated Areas

(FEMA Docket No.

7119).

Dare County ............. Sept. 20, 1994, Sept.

27, 1994, The Coastland Times.

Mr. Terry Wheeler, Dare County

Manager, P.O. Box 1000,

Manteo, North Carolina 27954.

Dec. 26, 1994 ..... 375348 C

Ohio: Fairfield &

Franklin Counties

(FEMA Docket No.

7115).

City of Columbus ...... Aug. 24, 1994, Aug. 31,

1994, The Columbus

Dispatch.

The Honorable Greg S. Lashutka,

Mayor of the City of Columbus,

99 North Front Street, Columbus, Ohio 43215–2838.

Feb. 16, 1995 ..... 390170 B

Ohio: Unincorporated

Areas (FEMA

Docket No. 7115).

Franklin County ........ Aug. 24, 1994, Aug. 31,

1994, The Columbus

Areas.

Ms. Dorothy Teater, President of

the Franklin County, Board of

Commissioners, 373 South

High Street, Columbus, Ohio

43215.

Feb. 16, 1995 ..... 390167 B

Virginia: Unincorporated Areas of

Rockingham County (FEMA Docket

No. 7111).

Rockingham County . July 19, 1994, July 26,

1994, Daily News

Record.

Mr. William G. O’Brien, Rockingham County Administrator, 20

East Gay Street, Harrisonburg,

Virginia 22801.

July 12, 1994 ...... 510133 B

(Catalog of Federal Domestic Assistance No.

83.100, ‘‘Flood Insurance.’’)

Dated: March 28, 1995.

Richard T. Moore,

Associate Director for Mitigation.

[FR Doc. 95–8184 Filed 4–3–95; 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 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 FIRM

is 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.
17014 Federal Register / Vol. 60, No. 64 / Tuesday, April 4, 1995 / Rules and Regulations

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

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.

FEMA 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 FIRM

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 b

een 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

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 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 to read 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)

ARKANSAS

Poinsett County (unincorporated areas) (FEMA

Docket No. 7122)

Brushy Creek Ditch:

Approximately 0.66 mile downstream of Swan Pound Road *242

Approximately 1.06 miles upstream of Swan Pound Road *245

Weiner Outlet Ditch:

Approximately 1.0 mile downstream of Sewage Lagoon

Road ..................................... *233

At White Slough Road ............. *236

Approximately 1.6 miles upstream of Sewage Lagoon

Road ..................................... *241

Maps are available for inspection at Poinsett County Courthouse, 401 Market Street, Harrisburg, Arkansas.

———

Weiner (city), Poinsett County

(FEMA Docket No. 7122)

Brushy Creek Ditch:

Approximately 0.3 mile downstream of Swan Pound Road *243

At Swan Pound Road .............. *244

Approximately 0.6 mile upstream of Swan Pound Road *245

Weiner Outlet Ditch:

At White Slough Road ............. *236

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 0.2 mile upstream of White Slough

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

Maps are available for inspection at the City of Weiner, 101

Washington, Weiner, Arkansas.

CALIFORNIA

Merced (city), Merced County

(FEMA Docket No. 7070)

Bear Creek (between levees):

Downstream of U.S. Highway

99 ......................................... *163

Maps are available for inspection at Merced City Hall, Department of Public Works, 678

West 18th Street, Merced,

California.

———

Merced County (unincorporated areas) (FEMA

Docket No. 7070)

Bear Creek (with levees):

At the confluence of Black

Rascal Creek ....................... *163

Approximately 200 feet downstream of U.S. Highway 99 .. *163

Canal Creek (with levee):

At the confluence with Black

Rascal Slough ...................... *150

At Landram Avenue ................. *150

At Elliot Avenue ....................... *150

Black Rascal Slough (without

levee):

Southeast of the south levee

and north of State Route

140 across from Buhach

Road ..................................... *142

Shallow Flooding:

South of Merced Municipal Airport and north of Mission

Avenue ................................. *#1

South of Childs Avenue and

north of Mission Avenue between Coffee Avenue and

State Route 59 ..................... *#1

Maps are available for inspection at the Merced County

Planning Department, 2222 M

Street, Merced, California.

COLORADO

Adams County (unincorporated areas) (FEMA

Docket No. 7122)

Gay Reservoir Channel North

Tributary:

Approximately 2,100 feet upstream of confluence with

Gay Reservoir Channel ....... *5,321

Approximately 3,000 feet upstream of confluence with

Gay Reservoir Channel ....... *5,345
Federal Register / Vol. 60, No. 64 / Tuesday, April 4, 1995 / Rules and Regulations 17015

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 3,600 feet upstream of confluence with

Gay Reservoir Channel ....... *5,346

Clear Creek:

100 feet upstream of confluence with the South Platte

River ..................................... *5,104

Approximately 80 feet upstream of Washington Street *5,135

100 feet upstream of the Colorado and Southern Railroad *5,190

Just upstream of Lowell Boulevard ...................................... *5,228

Just downstream of Sheridan

Boulevard ............................. * 5,225

Clear Creek Street Overflow:

At confluence with Clear Creek *5,120

At divergence from Clear

Creek .................................... *5,123

West Lake Channel:

Approximately 1,900 feet upstream of Lowell Boulevard . *5,293

Approximately 2,270 feet upstream of Lowell Boulevard . *5,299

Gay Reservoir Channel:

360 feet upstream of Lowell

Boulevard ............................. *5,255

200 feet upstream of the Tom

Frost Reservoir Dam ............ *5,263

1,050 feet upstream of the

Tom Frost Reservoir Dam ... *5,264

Big Dry Creek:

Just upstream of Huron Street *5,170

60 feet downstream of West

128th Avenue ....................... *5,185

Approximately 1,950 feet upstream of Zuni Street ........... *5,195

Approximately 2,900 feet

downstream of confluence of

Ranch Creek ........................ *5,202

Maps are available for inspection at Adams County Planning Department, 450 South

Fourth Avenue, Brighton, Colorado.

———

Brighton (city), Adams County

(FEMA Docket No. 7122)

South Platte River:

Approximately 200 feet upstream of Union Pacific Railroad ...................................... *4,955

Intersection of Brighton Street

and Miller Avenue ................ *4,957

At the intersection of Miller Avenue and East 160th Avenue ....................................... *4,961

Maps are available for inspection at City Hall, 22 South

Fourth Avenue, Brighton, Colorado.

———

Englewood (city), Arapahoe

County (FEMA Docket No.

7122)

South Platte River:

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

1,550 feet downstream of Dartmouth Avenue ...................... *5,263

Just downstream of Dartmouth

Avenue ................................. *5,267

West Harvard Gulch:

640 feet downstream of South

Raritan Street ....................... *5,288

10 feet upstream of South

Tejon Street ......................... *5,313

At centerline of South Zuni

Street .................................... *5,345

Maps are available for inspection at the City of Englewood,

Engineering Services Department, 3400 South Elati Street,

Englewood, Colorado.

———

Thornton (city), Adams County

(FEMA Docket No. 7122)

Tanglewood Creek:

Approximately 750 feet downstream of Interstate 25 ......... *5,160

140 feet downstream of Interstate 25 ................................ *5,172

Maps are available for inspection at City Hall, City of Thornton, 9500 Civic Center Drive,

Thornton, Colorado.

IDAHO

Coeur d’Alene (city), Kootenai

County (FEMA Docket No.

7118)

French Gulch:

Approximately 1,300 feet

downstream of French Gulch

Road ..................................... *2,163

Approximately 1,650 feet upstream of French Gulch

Road ..................................... *2,172

Nettleton Gulch:

At 15th Street downstream of

Anne Avenue ....................... *2,185

At 15th Street upstream of

Anne Avenue ....................... *2,187

Maps are available for inspection at the City of Coeur

d’Alene, Engineering Department, 710 Mullan Street,

Coeur d’Alene, Idaho.

MISSOURI

Black Jack (city), St. Louis

County (FEMA Docket No.

7118)

Coldwater Creek:

At Old Jamestown Road ......... *480

900 feet upstream of Old

Jamestown Road ................. *482

At Cleola Hills Circle ................ *482

300 feet downstream of Old

Halls Ferry Road .................. *489

At Old Halls Ferry Road .......... *490

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Maps are available for inspection at City Hall, City of Black

Jack, 4655 Parker Road, Black

Jack, Missouri.

———

Clayton (city), St. Louis County (FEMA Docket No. 7118)

Black Creek:

At centerline of Clayton Road . *484

200 feet upstream of Clayton

Road ..................................... *488

Maps are available for inspection at City Hall, City of Clayton, 10th North Bemington,

Clayton, Missouri.

———

Columbia (city), Boone County

(FEMA Docket No. 7122)

Mill Creek:

Approximately 2,000 feet

downstream of Sinclair

Street .................................... *621

Approximately 1,000 feet upstream of Sinclair Street ...... *638

Approximately 3,300 feet upstream of Sinclair Street ...... *649

Approximately 2,750 feet

downstream of Bethel Street *680

Just downstream of Bethel

Street .................................... *697

Maps are available for inspection at the Public Works Department, Third Floor, City of

Columbia, 701 East Broadway,

Columbia, Missouri.

———

St. Louis County (unincorporated areas) (FEMA

Docket No. 7118)

Northeast Branch River Des

Peres:

At the intersection of Teal Avenue and Ruddy Lane ........... *541

Paddock Creek (Backwater from

Coldwater Creek):

700 feet downstream of Lindbergh Boulevard ................... *504

Shallow Flooding:

Approximately 2,000 feet south

along the City of Bridgeton

corporate limits from its

crossing of Cowmire Creek . #2

Maps are available for inspection at the St. Louis County

Department of Planning, 41

South Central Avenue, Clayton, Missouri.

———

Sunset Hills (city), St. Louis

County (FEMA Docket No.

7118)

Meramec River:

1,000 feet upstream of Gravois

Road ..................................... *422
17016 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)

500 feet upstream of State

Highway 30 .......................... *423

800 feet upstream of Interstate

Highway 44 .......................... *525

Maps are available for inspection at City Hall, City of Sunset Hills, 3939 South Lindbergh, Sunset Hills, Missouri.

———

University City (city), St.

Louis County (FEMA Docket No. 7118)

Northeast Branch River Des

Peres:

800 feet downstream of Julian

Avenue ................................. *502

100 feet downstream of Julian

Avenue ................................. *503

500 feet upstream of Ferguson

Avenue ................................. *511

Maps are available for inspection at City Hall, City of University City, 6801 Delmar Boulevard, University City, Missouri.

———

Wellston (city), St. Louis

County (FEMA Docket No.

7118)

Engelholm Creek:

At the confluence with North

Tributary of Engelholm

Creek .................................... *518

70 feet upstream of the St.

Louis Belt and Terminal

Railroad ................................ *518

10 feet upstream of the Norfolk

and Western Railway ........... *522

Maps are available for inspection at City Hall, City of

Wellston, 1804 Kienlen Avenue, Wellston, Missouri.

———

Winchester (city), St. Louis

County (FEMA Docket No.

7118)

Grand Glaize Creek:

Just downstream of Manchester Road ........................ *513

Maps are available for inspection at City Hall, City of Winchester, 109 Lindy Boulevard,

Winchester, Missouri.

NEBRASKA

Blair (city), Washington County (FEMA Docket No. 7118)

Cauble Creek:

At confluence of Cauble Creek

East Tributary ....................... *1,033

Approximately 100 feet upstream of U.S. Highway 73 .. *1,063

Just downstream of College

Drive ..................................... *1,064

Cauble Creek East Tributary:

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 930 feet upstream of confluence of

Cauble Creek ....................... *1,038

Approximately 30 feet upstream of Baronage Drive .... *1,057

Approximately 60 feet upstream of College View

Drive ..................................... *1,062

Maps are available for inspection at City Hall, City of Blair,

218 South 16th Street, Blair,

Nebraska.

NEVADA

Clark County (unincorporated

areas) (FEMA Docket No. 7118)

Middle Branch Blue Diamond

Wash:

At the intersection of Pollock

Drive and East Windmill

Lane ..................................... #1

Just upstream of Bermuda

Road ..................................... *2,178

At Giles Street ......................... *2,231

100 feet upstream of Interstate

15 ......................................... *2,266

At the intersection of Industrial

Road and Blue Diamond

Road ..................................... #1

At South Valley View Boulevard ...................................... #1

At South Decatur Boulevard .... #1

At South Lindell Road ............. #2

Just downstream of the Union

Pacific Railroad .................... #3

North Branch Blue Diamond

Wash:

At the intersection of

Goldilocks Avenue and

South Maryland Parkway ..... #1

Just downstream of Amigo

Street .................................... *2,135

At Rancho Destino Road ......... *2,205

Approximately 100 feet upstream of Interstate 15 ......... *2,271

At the intersection of West

Mesa Verde Lane and South

Valley View Boulevard ......... #1

Approximately 350 feet south

of the intersection of West

Moberly Avenue and South

Decatur Boulevard ............... #2

Just downstream of the Union

Pacific Railroad .................... #3

Blue Diamond Fan:

At the intersection of West

Russell Road and Cameron

Street .................................... #1

At the intersection of South

Rainbow Boulevard and

West Robindale Road .......... #1

At the intersection of South

Buffalo Drive and West

Windmill Lane ...................... #2

Approximately 1,000 feet north

of the intersection of South

Cimarron Road and West

Camero Avenue ................... #4

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 1,000 feet north

of the intersection of

Gagnier Boulevard and West

Wigwam Avenue .................. #5

Central Branch Tropicana Wash:

At confluence with Flamingo

Wash .................................... *2,001

Just upstream of East Harmon

Avenue ................................. *2,068

At Industrial Road .................... *2,155

Just upstream of West Hacienda Avenue ........................ *2,241

At West Oquendo Road .......... *2,356

Approximately 500 feet downstream of South Rainbow

Boulevard ............................. *2,438

North Branch Tropicana Wash:

At confluence with Central

Branch Tropicana Wash ...... *2,234

At South Jones Boulevard ....... *2,312

At South Torrey Pines Drive ... *2,346

Approximately 430 feet downstream of South Rainbow

Boulevard ............................. *2,381

South Branch Tropicana Wash:

At confluence with Central

Branch of Tropicana Wash .. *2,274

At West Oquendo Road .......... *2,310

50 feet upstream of South

Jones Boulevard .................. *2,371

Approximately 500 feet upstream of West Sunset Road *2,405

Duck Creek:

Approximately 200 feet upstream of East Pebble Road *2,165

At South Las Vegas Boulevard *2,252

Approximately 800 feet upstream of Interstate 15 ......... *2,287

Duck Creek Tributary:

At confluence with Duck Creek *2,242

At South Las Vegas Boulevard *2,255

Approximately 300 feet downstream of Interstate 15 ......... *2,282

Duck Creek South Channel:

At convergence with Duck

Creek .................................... *2,189

At divergence from Duck

Creek .................................... *2,231

Unnamed Fan:

At the intersection of West Eldorado Lane and South Fort

Apache Road ....................... #1

Approximately 1,000 feet south

of the intersection of South

Fort Apache Road and West

Eldorado Lane ...................... #2

Hemenway Wash:

Approximately 1,000 feet

downstream of Pacific Way . *1,965

Approximately 700 feet downstream of Pacific Way .......... *1,979

Maps are available for inspection at the Office of the Director of Public Works, Clark

County, Bridger Building, 225

East Bridger Avenue, Las

Vegas, Nevada.
Federal Register / Vol. 60, No. 64 / Tuesday, April 4, 1995 / Rules and Regulations 17017

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

———

North Las Vegas (city), Clark

County (FEMA Docket No.

7118)

Las Vegas Wash:

At East Lake Mead Boulevard *1,821

At North Las Vegas Boulevard *1,848

Approximately 500 feet east of

the intersection of East

Evans Avenue and North

Las Vegas Boulevard ........... #2

At East Cheyenne Avenue ...... *1,864

At East Gowan Road ............... *1,875

Just upstream of the Union

Pacific Railroad .................... *1,913

Just upstream of East Lone

Mountain Road ..................... *1,940

Unnamed Channel:

At confluence with Las Vegas

Wash .................................... *1,872

At East Gowan Road ............... *1,879

Just upstream of Berg Street .. *1,890

Between Union Pacific Railroad and Interstate 15 ......... *1,900

Union Pacific Railroad Overflow:

Approximately 125 feet upstream of confluence with

Unnamed Tributary to Las

Vegas Wash ......................... *1,901

At confluence with unnamed

channel ................................. *1,907

At divergence from Las Vegas

Wash .................................... *1,915

Maps are available for inspection at the Public Works Department, 2200 Civic Center

Drive, North Las Vegas, Nevada.

OKLAHOMA

Goldsby (town), McClain

County (FEMA Docket No.

7122)

Canadian River:

Approximately 23,200 feet

downstream of Interstate 35

at the Town of Goldsby Corporate Limits ........................ *1,085

At the intersection of State

Highways 9 and 74 .............. *1,105

Approximately 2,000 feet upstream of the intersection of

State Highways 9 and 74, at

the Town of Goldsby Corporate Limits ........................ *1,107

Maps are available for inspection at Town Hall, Town of

Goldsby, Route 1, near the

intersection of Center Street

and Main Street, Goldsby,

Oklahoma.

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

OREGON

Fairview (city), Multnomah

County (FEMA Docket No.

7114)

Fairview Creek:

Just upstream of Fairview

Lake ..................................... *17

Just upstream of Sandy Boulevard ...................................... *42

Just upstream of Bridge Street *125

Maps are available for inspection at City Hall, City of Fairview, Planning Department,

300 Harrison Street, Fairview,

Oregon.

TEXAS

Comal County (unincorporated

areas) (FEMA Docket No. 7118)

Post Oak Creek:

At confluence with Cibolo

Creek .................................... *1,260

Approximately 3,900 feet upstream of confluence with

Cibolo Creek ........................ *1,266

Cibolo Tributary:

At confluence with Cibolo

Creek .................................... *1,250

Approximately 2,400 feet upstream of confluence with

Cibolo Creek ........................ *1,254

Kelley Creek:

At confluence with Cibolo

Creek .................................... *1,115

At Bartels Road ....................... *1,140

Cibolo-Kelley Creek Overflow:

At convergence with Kelley

Creek .................................... *1,134

At divergence from Cibolo

Creek .................................... *1,155

Indian Creek:

Approximately 200 feet upstream of confluence with

Cibolo Creek ........................ *1,074

Approximately 2,600 feet upstream of confluence with Indian Creek Tributary A ......... *1,092

Indian Creek Tributary A:

Approximately 200 feet upstream of confluence with Indian Creek ............................ *1,083

Approximately 900 feet upstream of confluence with Indian Creek ............................ *1,085

Approximately 1,750 feet upstream of confluence with Indian Creek ............................ *1,088

Indian Creek Tributary B:

At confluence with Indian

Creek .................................... *1,083

Approximately 2,900 feet upstream of confluence with Indian Creek ............................ *1,092

Approximately 4,000 feet upstream of confluence with Indian Creek ............................ *1,094

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Bracken Tributary:

At confluence with Cibolo

Creek .................................... *771

Approximately 2,000 feet upstream of confluence with

Cibolo Creek ........................ *772

Garden Ridge Tributary:

At confluence with Bracken

Tributary ............................... *772

Approximately 830 feet upstream of confluence with

Bracken Tributary ................. *772

Cibolo Creek:

Just upstream of Missouri-Kansas-Texas Railroad .............. *771

Approximately 21,000 feet upstream of Missouri-Pacific

Railroad ................................ *840

Approximately 35,000 feet upstream of Missouri-Pacific

Railroad ................................ *880

Approximately 14,800 feet

downstream of F.M. 1864

(downstream crossing) ......... *930

Just downstream of F.M. 1863

(upstream crossing) ............. *965

At confluence of Lewis Creek . *994

Just upstream of Smithson

Valley Road .......................... *1,017

Just downstream of U.S.

Route 281 ............................ *1,061

At confluence of Museback

Creek .................................... *1,104

At Blanco Road ....................... *1,130

Approximately 16,900 feet upstream of confluence with

Pleasant Valley Creek ......... *1,200

Approximately 8,900 feet

downstream of confluence

with Cibolo Tributary ............ *1,230

Approximately 200 feet upstream of Balcones Creek ... *1,274

Maps are available for inspection at Comal County Road

Department, 4931 State Highway 46 West, New Braunfels,

Texas.

———

Denison (city), Grayson

County (FEMA Docket No.

7118)

Shawnee Creek:

At Randell Lake ....................... *625

Approximately 950 feet downstream of U.S. Highway 84 .. *629

Approximately 1,850 feet upstream of U.S. Highway 84 .. *644

Approximately 3,000 feet

downstream of County Road *656

Iron Ore Creek:

Approximately 500 feet downstream of Business U.S.

Highway 75 northbound ....... *618

Approximately 1,500 feet

downstream of Flowers

Drive ..................................... *620

Approximately 2,600 feet upstream of Park Avenue ........ *627
17018 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 5,000 feet upstream of Park Avenue ........ *631

Approximately 2,200 feet

downstream of Spur 503 Access Ramp ........................... *633

Approximately 1,400 feet

downstream of Spur 503 Access Ramp ........................... *636

Approximately 100 feet upstream of Spur 503 Access

Ramp .................................... *640

Approximately 600 feet upstream of Spur 503 Access

Ramp .................................... *643

Approximately 4,600 feet upstream of State Highway

131 ....................................... *668

Loy Creek below Loy Lake:

Approximately 900 feet downstream of Spur 503 Main

Lane ..................................... *626

Approximately 400 feet downstream of Spur 503 Main

Lane ..................................... *626

Approximately 100 feet downstream of Spur 503 Main

Lane ..................................... *626

Approximately 2,800 feet upstream of Spur 503 Main

Lane ..................................... *633

Approximately 800 feet downstream of Polaris Drive ........ *645

Just downstream of Polaris

Drive ..................................... *668

Approximately 700 feet upstream of Loy Lake Road .... *668

Loy Creek above Loy Lake:

Approximately 300 feet downstream of Cathey Drive ........ *698

Just upstream of State Highway 131 ................................ *701

Approximately 300 feet upstream of State Highway

131 ....................................... *703

Waterloo Creek:

Approximately 8,200 feet

downstream of Missouri,

Kansas and Texas Railroad

at the confluence with Iron

Ore Creek ............................ *620

Approximately 7,450 feet

downstream of Missouri,

Kansas and Texas Railroad *620

Approximately 7,100 feet

downstream of Missouri,

Kansas and Texas Railroad *621

At Missouri, Kansas and Texas

Railroad ................................ *645

Approximately 3,200 feet upstream of Missouri, Kansas

and Texas Railroad .............. *661

Ellsworth Branch Tributary A:

Approximately 40 feet upstream of Theresa Drive ...... *658

Just upstream of State Highway 691 ................................ *671

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Maps are available for inspection at the City of Denison,

Planning and Zoning Department, 108 West Main,

Denison, Texas.

———

Grayson County (unincorporated areas) (FEMA

Docket No. 7118)

Shawnee Creek:

Approximately 950 feet downstream of U.S. Highway 84 .. *629

Approximately 1,850 feet upstream of U.S. Highway 84 .. *644

Approximately 3,000 feet

downstream of County Road *656

At County Road ....................... *676

Iron Ore Creek:

Approximately 100 feet upstream of Interurban Road ... *608

Approximately 500 feet downstream of Business U.S.

Highway 75 northbound ....... *618

Approximately 1,500 feet

downstream of Flowers

Drive ..................................... *620

Approximately 200 feet upstream of Park Avenue ........ *624

Approximately 2,600 feet upstream of Park Avenue ........ *627

Approximately 5,000 feet upstream of Park Avenue ........ *631

Approximately 2,200 feet

downstream of Spur 503 Access Ramp ........................... *633

Approximately 1,400 feet

downstream of Spur 503 Access Ramp ........................... *636

Approximately 100 feet upstream of Spur 503 Access

Ramp .................................... *640

Approximately 600 feet upstream of Spur 503 Access

Ramp .................................... *643

At Loy Lake Road .................... *654

Approximately 4,600 feet upstream of State Highway

131 ....................................... *668

Approximately 50 feet downstream of Preston Road ....... *677

Approximately 5,500 feet upstream of Preston Road ....... *695

Approximately 50 feet upstream of Davy Lane ........... *712

Loy Creek below Loy Lake:

Approximately 900 feet downstream of Spur 503 Main

Lane ..................................... *626

Approximately 400 feet downstream of Spur 503 Main

Lane ..................................... *626

Approximately 800 feet downstream of Polaris Drive ........ *645

Just downstream of Polaris

Drive ..................................... *668

Loy Creek above Loy Lake:

Approximately 3,700 feet

downstream of Cathey Drive *678

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 300 feet downstream of Cathey Drive ........ *698

Ellsworth Branch:

Approximately 9,800 feet

downstream of State Highway 691 at the confluence

with Iron Ore Creek ............. *626

Approximately 300 feet downstream of State Highway

691 ....................................... *650

At County Road ....................... *681

Approximately 7,500 feet upstream of County Road ........ *728

Ellsworth Branch Tributary A:

Approximately 60 feet downstream of Missouri, Kansas

and Texas Railroad .............. *643

Approximately 40 feet upstream of Theresa Drive ...... *658

Waterloo Creek:

Approximately 7,450 feet

downstream of Missouri,

Kansas and Texas Railroad *620

Approximately 7,100 feet

downstream of Missouri,

Kansas and Texas Railroad *621

Post Oak Creek:

Approximately 5,800 feet

downstream of Sewer Plant

Road ..................................... *625

At Sewer Plant Road ............... *631

Approximately 3,000 feet

downstream of East Street .. *640

Approximately 200 feet upstream of East Street ........... *649

Approximately 700 feet downstream of Travis Street ........ *657

Approximately 4,900 feet

downstream of U.S. Highway 82 .................................. *721

Approximately 250 feet downstream of U.S. Highway 82 .. *741

Approximately 1,800 feet upstream of U.S. Highway 82 .. *752

Approximately 2,150 feet upstream of U.S. Highway 82 .. *752

Sand Creek:

Approximately 2,500 feet

downstream of Washington

Avenue ................................. *709

Approximately 1,950 feet upstream of Washington Avenue ....................................... *718

Approximately 6,750 feet upstream of Washington Avenue ....................................... *728

Approximately 11,550 feet upstream of Washington Avenue ....................................... *752

East Fork Post Oak Creek:

Approximately 580 feet downstream of Pecan Street ........ *686

Approximately 130 feet upstream of Union Pacific Railroad ...................................... *697

Approximately 2,600 feet upstream of Union Pacific Railroad ...................................... *712
Federal Register / Vol. 60, No. 64 / Tuesday, April 4, 1995 / Rules and Regulations 17019

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 800 feet upstream of Taylor Street ........ *725

Approximately 700 feet upstream of McLain Drive ........ *745

Approximately 560 feet downstream of U.S. Highway 82

East Main Lane .................... *760

Approximately 1,250 feet upstream of Pecan Grove

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

Approximately 900 feet upstream of Forest Creek

Drive ..................................... *791

Choctow Creek Tributary A:

Approximately 2,800 feet

downstream of unnamed

road ...................................... *636

Approximately 100 feet downstream of Southern Pacific

Railroad ................................ *653

Maps are available for inspection at Grayson County’s Office, 100 West Houston, Sherman, Texas.

———

Guadalupe County (unincorporated areas) (FEMA

Docket No. 7122)

Santa Clara Creek:

At confluence with Cibolo

Creek .................................... *556

Approximately 6,500 feet upstream of confluence with

Cibolo Creek ........................ *559

Town Creek:

Just downstream of Schaefer

Road ..................................... *680

Approximately 4,600 feet upstream of FM 1103 .............. *732

Approximately 2,050 feet upstream of County Road 376 *764

Just downstream of County

Road 377 ............................. *790

Interstate Highway 10 Diversion:

At convergence with Cibolo

Creek .................................... *594

Just downstream of Bolton

Road ..................................... *615

Cibolo Creek:

Approximately 3,600 feet upstream of confluence of Dry

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

Just downstream of confluence

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

Approximately 6,900 feet

downstream of Weir Road ... *636

Approximately 9,100 feet upstream of Lower Seguin

Road (County Road 318) ..... *666

Just upstream of Selma Road . *736

Elm Creek South:

Just upstream of County

Boundary .............................. *465

Approximately 2,000 feet upstream of County Road

412D ..................................... *465

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Maps are available for inspection at Guadalupe County

Sanitation Office, 415 East

Center Street, Seguin, Texas.

———

Kendall County (unincorporated areas) (FEMA

Docket No. 7118)

Cibolo Creek (Lower Reach):

Approximately 300 feet upstream of confluence of

Balcones Creek .................... *1,274

Approximately 9,300 feet upstream of confluence of

Balcones Creek .................... *1,300

Balcones Creek:

Approximately 1,050 feet upstream of confluence with

Cibolo Creek (Lower Reach) *1,275

Approximately 3,200 feet upstream of confluence with

Cibolo Creek (Lower Reach) *1,278

Maps are available for inspection at Kendall County Tax Office, 211 East San Antonio

Street, Boerne, Texas.

———

La Vernia (city), Wilson County

(FEMA Docket No. 7122)

Dry Hollow Creek:

Just upstream of confluence

with Cibolo Creek ................. *479

Approximately 950 feet upstream of confluence with

Cibolo Creek ........................ *479

Cibolo Creek:

Approximately 4,900 feet

downstream of FM 775 ........ *473

Just upstream of FM 775 ........ *478

At confluence of Dry Hollow

Creek .................................... *479

Maps are available for inspection at City of La Vernia City

Hall, 102 East Chihuahua, La

Vernia, Texas.

———

Schertz (city), Bexar, Comal,

and Guadalupe Counties

(FEMA Docket No. 7118)

Cibolo Creek:

At Lower Seguin Road ............ *650

Approximately 200 feet upstream of confluence with

Dietz Creek .......................... *687

Approximately 200 feet downstream of FM 78 .................. *712

Approximately 7,400 feet upstream of Main Street .......... *723

Salitrillo Creek:

At Martinez Creek Dam No. 6–

A ........................................... *629

Maps are available for inspection at the City of Schertz, City

Hall, 1400 Schertz Parkway,

Schertz, Texas.

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

———

Sherman (city), Grayson

County (FEMA Docket No.

7118)

Ellsworth Branch Tributary A:

Just upstream of State Highway 691 ................................ *671

Approximately 1,750 feet upstream of State Highway

691 ....................................... *671

Approximately 2,500 feet upstream of State Highway

691 ....................................... *674

Approximately 1,200 feet upstream of Business Highway

75 ......................................... *685

Approximately 60 feet upstream of Fallon Drive ......... *746

Post Oak Creek:

Approximately 700 feet downstream of Travis Street ........ *657

Approximately 6,700 feet upstream of Highway 75 West

Access Road ........................ *674

At Hillcrest Street ..................... *688

At McGee Street ...................... *694

At Lambreth Street .................. *712

Approximately 4,900 feet

downstream of U.S. Highway 82 .................................. *721

Approximately 1,800 feet upstream of U.S. Highway 82 .. *752

Sand Creek:

Approximately 2,800 feet

downstream of Center Street *674

Approximately 2,000 feet upstream of Center Street ....... *682

Approximately 100 feet upstream of Highway 56 .......... *691

Approximately 2,400 feet

downstream of Union Pacific

Railroad ................................ *701

Approximately 800 feet upstream of Union Pacific Railroad ...................................... *709

Choctaw Creek Tributary A:

Approximately 100 feet downstream of Southern Pacific

Railroad ................................ *653

Approximately 2,100 feet upstream of Southern Pacific

Railroad ................................ *671

Approximately 200 feet upstream of Farm Road 1417 . *714

Maps are available for inspection at the City of Sherman,

City Engineer’s Office, 400

North Rusk, Sherman, Texas.

———

Wilson County (unincorporated areas) (FEMA

Docket No. 7122)

Dry Hollow Creek:

Just upstream of confluence

with Cibolo Creek ................. *479

Approximately 950 feet upstream of confluence with

Cibolo Creek ........................ *479
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.