Federal Register / Vol. 63, No. 99 / Friday, May 22, 1998 /Rules and Regulations 28273

State and county Location

Dates and name of newspaper where notice was

published

Chief executive officer of community Effective date of

modification

Community

No.

Collin (FEMA

Docket No.

7232).

City of Frisco ....... October 24, 1997, October 31, 1997, Frisco

Enterprise.

The Honorable Kathy Seei, Mayor,

City of Frisco, City Hall, P.O. Box

1100, Frisco, Texas 75034.

September 25,

1997.

480134

Dallas (FEMA

Docket No.

7236).

City of Garland .... December 11, 1997, December 18, 1997, The

Garland News.

The Honorable James Ratliff, Mayor,

City of Garland, 200 North Fifth

Street, Garland, Texas 75040.

November 14,

1997.

485471

Harris (FEMA

Docket No.

7232).

Unincorporated

Areas.

October 24, 1997, October 31, 1997, Houston

Chronicle.

The Honorable Robert Eckels, Harris

County Judge, 1001 Preston

Street, Suite 911, Houston, Texas

77002.

October 9, 1997 .. 480287

Harris (FEMA

Docket No.

7232).

Unincorporated

Areas.

October 23, 1997, October 30, 1997, Houston

Chronicle.

The Honorable Robert Eckels, Harris

County Judge, 1001 Preston

Street, Suite 911, Houston, Texas

77002.

September 19,

1997.

480287

Tarrant (FEMA

Docket No.

7232).

City of Hurst ........ October 1, 1997, October

8, 1997, Dallas Morning

News.

The Honorable Bill Souder, Mayor,

City of Hurst, 1505 Precinct Line

Road, Hurst, Texas 76054.

September 8,

1997.

480601

Johnson

(FEMA Docket No. 7232).

Unincorporated

Areas.

November 5, 1997, November 12, 1997,

Burleson Star.

The Honorable Roger Harmon, Johnson County Judge, Johnson County Courthouse, #2 Main Street,

Cleburne, Texas 76031.

October 16, 1997 480879

Williamson

(FEMA Docket No. 7232).

City of Leander .... October 1, 1997, October

8, 1997, Austin American-Statesman.

The Honorable Charles Eaton,

Mayor, City of Leander, P.O. Box

319, Leander, Texas 78646–0319.

September 3,

1997.

481536

Montgomery

(FEMA Docket No. 7232).

Unincorporated

Areas.

October 22, 1997, October 29, 1997, Woodlands Sun.The Honorable Alan B. Sadler, Montgomery County Judge, 301 North

Thompson Street, Suite 210, Conroe, Texas 77301.

September 26,

1997.

480483

Montgomery

(FEMA Docket No. 7232).

City of Oak Ridge

North.

October 22, 1997, October 29, 1997, Woodlands Sun.The Honorable Gary North, Mayor,

City of Oak Ridge North, 27326

Robinson Road, Suite 115, Conroe, Texas 77385.

September 26,

1997.

481560

Collin and Dallas (FEMA

Docket No.

7232).

City of Plano ........ September 17, 1997,

September 24, 1997,

Plano Star Courier.

The Honorable John Longstreet,

Mayor, City of Plano, P.O. Box

860358, Plano, Texas 75086–0358.

September 3,

1997.

480140

Collin and Denton (FEMA

Docket No.

7236).

City of Plano ........ December 24, 1997, December 31, 1997,

Plano Star Courier.

The Honorable John Longstreet,

Mayor, City of Plano, P.O. Box

860358, Plano, Texas 75086–0358.

November 14,

1997.

480140

Collin (FEMA

Docket No.

7232).

City of Plano ........ October 22, 1997, October 29, 1997, Plano

Star Courier.

The Honorable John Longstreet,

Mayor, City of Plano, P.O. Box

860358, Plano, Texas 75086–0358.

September 19,

1997.

480140

Collin and Dallas (FEMA

Docket No.

7232).

City of Richardson September 17, 1997,

September 24, 1997,

Plano Star Courier.

The Honorable Gary Slagel, Mayor,

City of Richardson, P.O. Box

830309, Richardson, Texas

75083–0309.

September 3,

1997.

480184

Utah: Salt Lake

(FEMA Docket

No. 7236).

City of Draper ...... December 2, 1997, December 9, 1997, Salt

Lake Tribune.

The Honorable Richard D. Elsop,

Mayor, City of Draper, 12441

South 900 East, Draper, Utah

84020.

November 6, 1997 490244

(Catalog of Federal Domestic Assistance No.

83.100, ‘‘Flood Insurance.’’)

Dated: May 11, 1998.

Michael J. Armstrong,

Associate Director for Mitigation.

[FR Doc. 98–13730 Filed 5–21–98; 8:45 am]

BILLING CODE 6718–04–P

FEDERAL EMERGENCY

MANAGEMENT AGENCY

44 CFR Part 67

Final Flood Elevation Determinations

AGENCY: Federal Emergency

Management Agency (FEMA).

ACTION: Final rule.

SUMMARY: Base (1% annual chance)

flood elevations and modified base

flood elevations are made final for the

communities listed below. The base

flood elevations and modified base

flood elevations are the basis for the

floodplain management measures that

each community is required either to

adopt or to show evidence of being

already in effect in order to qualify or

remain qualified for participation in the

National Flood Insurance Program

(NFIP).

EFFECTIVE DATE: The date of issuance of

the Flood Insurance Rate Map (FIRM)

showing base flood elevations and

modified base flood elevations for each

community. This date may be obtained

by contacting the office where the FIRM

is available for inspection as indicated

in the table below.
28274 Federal Register / Vol. 63, No. 99 / Friday, May 22, 1998 /Rules and Regulations

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:

Matthew B. Miller, P.E., Chief, Hazards

Study Branch, Mitigation Directorate,

500 C Street SW., Washington, DC

20472, (202) 646–3461.

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

been prepared.

Regulatory Flexibility Act

The Associate Director for Mitigation

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 final rule is not a significant

regulatory action under the criteria of

Section 3(f) of Executive Order 12866 of

September 30, 1993, Regulatory

Planning and Review, 58 FR 51735.

Executive Order 12612, Federalism

This rule involves no policies that

have federalism implications under

Executive Order 12612, Federalism,

dated October 26, 1987.

Executive Order 12778, Civil Justice

Reform

This rule meets the applicable

standards of Section 2(b)(2) of Executive

Order 12778.

List of Subjects in 44 CFR Part 67

Administrative practice and

procedure, Flood insurance, Reporting

and recordkeeping requirements.

Accordingly, 44 CFR part 67 is

amended 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)

ALASKA

Emmonak (City), Unorganized Borough (FEMA

Docket No. 7238)

Yukon River:

Over the entire corporate limits of the City ..................... >20

—To indicate mean sea level

(approximate).

Maps are available for inspection at the City Office,

Emmonak, Alaska.

ARKANSAS

Lakeview (Town), Phillips

County (FEMA Docket No.

7238)

White River:

At the intersection of Center

and Martin Luther King ...... *173

Approximately 1,500 feet

east of the intersection of

Martin Luther King and

Maple ................................. *173

Maps are available for inspection at the Town of

Lakeview Town Hall, 14264

Highway 44, Helena, Arkansas.

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

———

West Helena (City), Phillips

County (FEMA Docket No.

7238)

Crooked Creek:

Just downstream of Airport

Road .................................. *228

Crooked Creek Lateral ‘‘A’’:

Approximately 400 feet upstream of Mimosa Street ... *258

Approximately 1,300 feet upstream of Mimosa Street ... *266

Caney Creek:

Approximately 300 feet

downstream of Little Rock

Road .................................. *211

Approximately 700 feet

downstream of Highway 49 *225

Approximately 200 feet upstream of Highway 49 ....... *232

Caney Creek Lateral ‘‘A’’:

Approximately 100 feet upstream of confluence with

Caney Creek ...................... *232

Caney Creek Lateral ‘‘D’’:

Approximately 500 feet

downstream of Little Rock

Road .................................. *207

Approximately 100 feet upstream of Little Rock Road *211

Maps are available for inspection at the City of West

Helena City Hall, 98 East

Plaza, West Helena, Arkansas.

———

Phillips County (Unincorporated Areas) (FEMA

Docket No. 7238)

Crooked Creek:

At confluence with Lick Creek *197

Just downstream of Quarles

Lane ................................... *252

Crooked Creek Lateral ‘‘A’’:

At confluence with Crooked

Creek ................................. *242

Approximately 3,000 feet

downstream of Hill Road ... #2

Approximately 550 feet

downstream of Hill Road ... *270

Crooked Creek Lateral ‘‘B’’:

At confluence with Crooked

Creek ................................. *231

Approximately 800 feet upstream of Kelsa Street ....... *238

Crooked Creek Lateral ‘‘C’’:

At confluence with Crooked

Creek ................................. *234

Approximately 1,750 feet

downstream from Sebastian Street .......................... *238

Caney Creek:

At confluence with Beaver

Bayou Ditch ....................... *183

Approximately 4,250 feet upstream of Springdale Road *279

Caney Creek Lateral ‘‘A’’:

Approximately 200 feet upstream of confluence with

Caney Creek ...................... *232

Approximately 2,000 feet upstream of County Highway

242 ..................................... *246

Caney Creek Lateral ‘‘C’’:

At confluence with Caney

Creek ................................. *205

Just downstream of Little

Rock Road ......................... *210
Federal Register / Vol. 63, No. 99 / Friday, May 22, 1998 /Rules and Regulations 28275

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Caney Creek Lateral ‘‘D’’:

At confluence with Caney

Creek ................................. *198

Just downstream of Little

Rock Road ......................... *210

Beaver Bayou Ditch:

At Missouri Pacific Railroad .. *173

Just south of Missouri Pacific

Railroad ............................. *182

Lick Creek:

At confluence with Big Creek *173

Approximately 3,700 feet upstream of Missouri Pacific

Railroad ............................. *199

Freedonia Branch:

Just downstream of U.S.

Route 49 ............................ *212

Approximately 2,200 feet upstream of Farm Road ........ *230

Main Outlet Ditch:

Just upstream of Long Lake *179

Approximately 300 feet upstream of Missouri Pacific

Railroad ............................. *182

Mississippi River:

At U.S. Highway 49 ............... *197

Approximately 2.75 miles upstream of U.S. Highway 49 *198

Maps are available for inspection at 620 Cherry

Street, Helena, Arkansas.

CALIFORNIA

Gilroy (City), Santa Clara

County (FEMA Docket No.

7226)

Uvas Creek East Overbank

Above Highway 101:

Just above Highway 101 ....... *186

Approximately 2,000 feet upstream of Highway 101 ..... *192

West Branch Llagas Creek:

Approximately 500 feet upstream of Golden Gate Avenue ................................... *232

West Branch Llagas Creek,

East Split:

Approximately 300 feet north

of Day Road ...................... *222

Approximately 500 feet north

of Golden Gate Avenue ..... *232

Uvas Creek East Overbank

Above SPRR:

Ponding north of Bolsa Road

between the Southern Pacific Railroad and Uvas

Creek ................................. *175

Just south of the intersection

of Monterey Highway and

the Southern Pacific Railroad .................................... *187

Maps are available for inspection at the City of Gilroy

City Hall, 7351 Rosanna

Street, Gilroy, California.

———

Sacramento (City), Sacramento County (FEMA

Docket No. 7063)

American River:

Just upstream of confluence

with the Sacramento River *31

Just upstream of State Highway 160 ............................. *36

Approximately 8,000 feet upstream of Business Interstate 80 .............................. *42

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 2,000 feet upstream of H Street ............. *46

Approximately 700 feet

downstream of Watt Avenue ..................................... *52

American River (Detailed

Flooding Adjacent to the

River):

At the intersection of N and

28th Streets ....................... *26

At the intersection of W and

33rd Streets ....................... *26

At the intersection of 35th

Street and Folsom Boulevard .................................... *28

At the intersection of 41st

and M Streets .................... *30

At the intersection of D and

46th Streets ....................... *32

Just north of the intersection

of Business Route 80 and

the Southern Pacific Railroad .................................... *43

At the intersection of Callister

and Carlson Drives ............ *44

Approximately 3,000 feet

south of the intersection of

Arden and Challenge Ways *44

At the intersection of Jordan

Way and Jed Smith Drive *45

At the intersection of Julliard

and Occidental Drives ....... *48

At Mossglen Circle ................ *49

Arcade Creek:

Just upstream of confluence

with Natomas East Main

Drainage Canal .................. *36

Approximately 1,300 feet upstream of Rio Linda Boulevard .................................... *33

Just upstream of Marysville

Boulevard ........................... *40

Deep Ponding:

At the intersection of Deer

Gren Drive and Red Deer

Way .................................... *16

Approximately 1,000 feet

west of the intersection of

Archean Way and Deer

Creek Drive ........................ *16

At the intersection of

Decathalon Circle and

Archean Way ..................... *16

Approximately 500 feet west

of the intersection of Deer

Gren Drive and Red Deer

Way .................................... *16

Approximately 800 feet west

of Black Trail and Deer

Gren Drives ....................... *16

At the intersection of Deer

Lake Drive and Evalita

Way .................................... *16

Approximately 300 feet east

of the intersection of Deer

Water and Sea Meadow

Ways .................................. *16

Approximately 800 feet

southeast of the intersection of Deer Lake Drive

and Sea Forest Way ......... *16

At the intersection of Amina

and Chinquapin Ways ....... *16

Approximately 2,000 feet

southwest of the intersection of Ernhardt Avenue

and Franklin Boulevard ..... *16

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 3,000 feet

southwest of the intersection of Ernhardt Avenue

and Franklin Boulevard ..... *16

Approximately 400 feet

southwest of the intersection of Ernhardt Avenue

and Franklin Boulevard ..... *16

Approximately 400 feet north

of the intersection of

Eddington Court and Euler

Way .................................... *16

At the intersection of Deer

Creek Drive and

Decathalon Circle .............. *16

Approximately 200 feet south

of the intersection of Mack

Road and Archean Way .... *16

South of the intersection of

Deer Lake Drive and De la

Vina Way ........................... *16

Approximately 300 feet east

of the intersection of Deer

Water Way and Deer Lake

Drive .................................. *16

Approximately 50 feet southwest of the intersection of

Valley Hi Drive and Chinquapin Way ........................ *16

Approximately 800 feet south

of the intersection of Deer

Lake Drive and Sea Forest

Way .................................... *16

At the intersection of Valley

Hi Drive and Halkeep Way *16

Approximately 1,000 feet

south of the intersection of

La Coruna and Valley Hi

Drives ................................. *16

Approximately 8,000 feet

south of the intersection of

23rd Street and Craig Avenue ..................................... *16

At the intersection of

Meadowview Road and

24th Street ......................... *18

At the intersection of

Meadowgate Drive and

Winner Way ....................... None

At the intersection of

Golfview Drive and

Mangrum Avenue .............. *18

At the intersection of

Greenhaven Drive and

Pocket Road ...................... *19

At the intersection of

Havenside Drive and Florin

Road .................................. *19

At the intersection of Riverside Boulevard and Park

Riviera Drive ...................... *19

At the intersection of 26th

and Euclid Avenues ........... *19

At the intersection of Freeport Boulevard and Wentworth Avenue ..................... *24

At the intersection of Ninth

Avenue and 33rd Street .... *24

At the intersection of P and

18th Streets ....................... *24

At the intersection of Truxel

Road and West El Camino

Avenue ............................... None

At the intersection of Del

Paso and El Centro Roads None

At the intersection of Orchard

Lane and West El Camino

Avenue ............................... None
28276 Federal Register / Vol. 63, No. 99 / Friday, May 22, 1998 /Rules and Regulations

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

At the intersection of Bercut

Drive and Richards Boulevard .................................... *35

At the intersection of North

12th and Sitka Streets ....... *35

At the intersection of Bell

Court Avenue and Englewood Street ....................... None

At the intersection of Taylor

Street and Interstate Highway 880 ............................. None

At the intersection of Norwood and Las Palmas

Avenues ............................. *36

Approximately 2,000 feet

west of the intersection of

20th and A Streets ............ *38

At the intersection of Response Road and Heritage

Lane ................................... *41

Dry Creek:

Just upstream of confluence

with Natomas East Main

Drainage Canal .................. *38

Approximately 8,700 feet upstream of confluence with

Natomas East Main Drainage Canal .......................... *40

Lower Magpie Creek:

Approximately 500 feet upstream of Natomas East

Main Drainage Canal ......... *19

Just downstream of Rio

Linda Boulevard ................. *32

Morrison Creek:

Approximately 300 feet upstream of Elk Grove Florin

Road .................................. *47

Natomas East Drainage Canal:

Just upstream of confluence

with Natomas Main Drainage Canal .......................... None

Just downstream of Elkhorn

Boulevard ........................... None

Natomas East Main Drainage

Canal:

Approximately 1,000 feet upstream of Northgate Boulevard .................................... *35

Just downstream of Interstate

880 ..................................... *37

Approximately 2,500 feet upstream of Main Avenue ..... *38

Just downstream of the City

of Sacramento corporate

limits ................................... *31

Natomas Main Drainage Canal:

Just upstream of Garden

Highway ............................. None

Just upstream of Interstate

80 ....................................... None

Natomas West Drainage Canal:

Just upstream of confluence

with Natomas Main Drainage Canal .......................... None

Just downstream of Del Paso

Road .................................. None

Robla Creek:

Just upstream of confluence

with Natomas East Main

Drainage Canal .................. *38

Just upstream of Rio Linda

Boulevard .............................. *39

Sacramento River:

Approximately 4,000 feet

downstream of Sleepy

River Way .......................... *24

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 200 feet upstream of Evros River

Court .................................. *27

Approximately 1,200 feet upstream of 43rd Avenue ...... *29

Approximately 1,000 feet upstream of Darnel Way ....... *30

Approximately 3,000 feet upstream of I Street ............... *31

Shallow Flooding:

Approximately 500 feet

southeast of the intersection of Arden and Challenge Ways ........................ #2

At the intersection of

Woodbine and 47th Avenues ................................... #2

Approximately 500 feet north

of the intersection of 47th

Avenue and Romack Circle #3

At the intersection of Kitchner

Avenue and Zelda Way ..... #3

At the intersection of Edna

and 24th Streets ................ #3

At the intersection of Alvarado and Riviera Drives ..... #2

At the intersection of Arcade

Boulevard and Clay Street #1

Approximately 1,500 feet

north of the intersection of

Tunis Road and Barros

Drive .................................. None

Approximately 800 feet south

of the intersection of Arden

Way and Evergreen Street #1

Unionhouse Creek:

Just upstream of the confluence with Morrison

Creek ................................. *16

Approximately 400 feet

downstream of Franklin

Boulevard ........................... *16

Maps are available for inspection at the City of Sacramento Department of Public Works, Engineering Division, 927 Tenth Street, Room

100, Sacramento, California.

———

Sacramento (City), Sacramento County (FEMA

Docket No. 7218)

Morrison Creek:

Approximately 6,440 feet

downstream of confluence

with Unionhouse Creek ..... *16

Approximately 370 feet

downstream of

Meadowview Road ............ *16

Unionhouse Creek:

Approximately 260 feet

downstream of Western

Pacific Railroad .................. *16

Approximately 530 feet

downstream of Franklin

Boulevard ........................... *16

Elder Creek:

At confluence with Morrison

Creek ................................. *16

Approximately 1,700 feet upstream of confluence with

Morrison Creek .................. *16

Maps are available for inspection at the City of Sacramento City Hall, 915 I

Street, Room 207, Sacramento, California.

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

———

Sacramento County (Unincorporated Areas) (FEMA

Docket No. 7063)

American River:

Just downstream of Northrop

Avenue ............................... *42

Approximately 1,000 feet

downstream of Watt Avenue ..................................... *52

Approximately 14,000 feet

upstream of Watt Avenue .. *58

Approximately 23,000 feet

upstream of Watt Avenue .. *60

Approximately 7,000 feet

downstream of confluence

with Carmichael Creek ...... *66

Approximately 1,900 feet upstream of confluence with

Carmichael Creek .............. *76

Approximately 5,500 feet upstream of confluence with

Carmichael Creek .............. *80

Approximately 9,700 feet upstream of confluence with

Carmichael Creek .............. *86

Approximately 500 feet

downstream of Sunrise

Boulevard ........................... *92

Approximately 6,600 feet upstream of Sunrise Boulevard .................................... *100

Approximately 300 feet

downstream of Hazel Avenue ..................................... *106

Approximately 300 feet upstream of Hazel Avenue .... *114

Just upstream of Nimbus

Dam ................................... *126

American River (Detailed

Flooding Adjacent to the

River):

At the intersection of Ethan

Drive and El Camino Avenue ..................................... *41

At the intersection of Keith

Way and Violet Street ....... *41

At the intersection of Fair

Oaks Boulevard and

Munroe Street .................... *44

At the intersection of the

Southern Pacific Railroad

and Reith Court ................. *49

At the intersection of Watt

Avenue and La Riviera

Drive .................................. *50

At the intersection of

Manlove Road and Folsom

Boulevard ........................... *50

At the intersection of Estates

and American River Drives *55

At the intersection of American River Drive and

Whitehall Way .................... *55

Approximately 100 feet east

of the intersection of

Huntsman Drive and

Mayhew Road .................... *56

At the intersection of Mayhew

Road and Folsom Boulevard .................................... *56

Approximately 7,000 feet

downstream of Hazel Avenue, South Overbank ........ *102

American River (Shallow Flooding):
Federal Register / Vol. 63, No. 99 / Friday, May 22, 1998 /Rules and Regulations 28277

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 8,000 feet upstream of Watt Avenue,

South Overbank ................. #1

Approximately 100 feet north

of the intersection of La

Riviera Drive and Folsom

Boulevard ........................... #1

Just southeast of the intersection of La Riviera Drive

and Folsom Boulevard ...... #2

Approximately 500 feet west

of the intersection of Folsom Boulevard and

Mayhew Road .................... None

Approximately 1,100 feet

north and 200 feet west of

the intersection of Folsom

Boulevard and Mayhew

Road .................................. None

Approximately 1,500 feet

downstream of Nimbus

Dam, South Overbank ....... None

Carmichael Creek:

Just upstream of confluence

with the American River .... *74

Approximately 125 feet

downstream of Palm Drive *76

Chicken Ranch Slough:

Approximately 700 feet

downstream of Hurley Way *33

Just downstream of

Hernando Road ................. *43

Deep Ponding:

At the intersection of Beach

Lake Road and Interstate

Route 5 .............................. *16

At the intersection of the

Union Pacific Railroad and

Laguna Creek .................... *16

At the intersection of two

unnamed roads approximately 3,000 feet west of

the intersection of the

Union Pacific Railroad and

Laguna Creek .................... *16

Approximately 2,000 feet

southeast of the intersection of Unionhouse Creek

and the Union Pacific Railroad .................................... *16

Approximately 200 feet

southeast of the intersection of Unionhouse Creek

and the Union Pacific Railroad .................................... *16

At the intersection of

Stonecrest Avenue and

Interstate Route 5 .............. *18

Approximately 2,000 feet

southwest of the intersection of Sacramento Boulevard and Fruitridge Road .. None

Approximately 3,000 feet

west of the intersection of

Sacramento Boulevard and

Lemon Hill Avenue ............ None

At the intersection of Elkhorn

Boulevard and Powerline

Road .................................. None

At the intersection of Delta

and Powerline Roads ........ None

At the intersection of Elverta

and Powerline Roads ........ None

At the intersection of El

Centro and Elverta Roads None

Approximately 2,500 feet

east of the intersection of

Elverta Road and Natomas

East Drainage Canal ......... None

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

At the intersection of Interstate Route 5 and Schoolhouse Road ....................... None

At the intersection of Del

Paso and Powerline Roads None

At the intersection of Meister

Way and Powerline Road .. None

At the intersection of El

Centro Road and Elkhorn

Boulevard ........................... None

At the intersection of Garden

Highway and San Juan

Road .................................. None

Approximately 2,000 feet

west of the intersection of

Elverta Road and the

Union Pacific Railroad ....... None

Just west of the intersection

of Sorento and Del Paso

Roads ................................ None

Dry Creek:

Just east of West Fourth

Street, along Ascot Avenue None

At the intersection of Ascot

Avenue and West Second

Street ................................. None

Approximately 300 feet east

of the intersection of Ascot

Avenue and West Second

Street ................................. None

Dry Creek, North Branch:

Approximately 200 feet upstream of confluence with

Dry Creek, West Overbank *41

Approximately 600 feet upstream of confluence with

Dry Creek, West Overbank *41

Just upstream of Marysville

Boulevard, West Overbank *41

Natomas East Drainage Canal:

Just upstream of Elkhorn

Boulevard ........................... None

Just downstream of the Sacramento-Sutter County

boundary ............................ None

Natomas East Main Drainage

Canal:

Approximately 2,700 feet

downstream of Sorento

Road .................................. *31

Just downstream of confluence with Natomas East

Main Drainage Canal Tributary I ................................. *31

Approximately 5,800 feet upstream of confluence with

Natomas East Main Drainage Canal Tributary F ....... *33

Natomas East Main Drainage

Canal (Shallow Flooding):

Approximately 2,500 feet

downstream of Elkhorn

Boulevard, West Overbank None

At Elkhorn Boulevard, West

Overbank ........................... None

Approximately 1,300 feet upstream of Elkhorn Boulevard, West Overbank ......... None

Approximately 4,500 feet upstream of Elverta Road,

West Overbank .................. None

Natomas East Main Drainage

Canal Tributary F:

Just upstream of confluence

with Natomas East Main

Drainage Canal .................. *33

Just downstream of Rio

Linda Boulevard ................. *36

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Natomas East Main Drainage

Canal Tributary G:

Just upstream of confluence

with Natomas East Main

Drainage Canal .................. *33

Approximately 40 feet downstream of Elwyn Avenue ... *37

Natomas East Main Drainage

Canal Tributary I:

Approximately 1,000 feet upstream of confluence with

Natomas East Main Drainage Canal .......................... *31

Just downstream of West

Second Street .................... *35

Natomas Main Drainage Canal:

Just upstream of Interstate

Highway 80 ........................ None

Natomas North Drainage

Canal:

Approximately 2,200 feet

downstream of the access

road .................................... None

Just downstream of the Sacramento-Sutter County

boundary ............................ None

Natomas West Drainage Canal:

Just upstream of confluence

with Natomas Main Drainage Canal .......................... None

Just downstream of Elkhorn

Boulevard ........................... None

At Elkhorn Boulevard ............ None

Sacramento River:

Approximately 200 feet upstream of Freeport Bridge *25

Approximately 5,000 feet upstream of Freeport Bridge *26

Approximately 4,000 feet upstream of Interstate Route

80 ....................................... *31

Approximately 4,000 feet

downstream of Interstate

Route 80 ............................ *31

Approximately 5,000 feet upstream of San Juan Road *32

Approximately 5,000 feet upstream of Powerline Road *33

Approximately 5,000 feet

downstream of Interstate

Highway 5 .......................... *35

Approximately 4,500 feet

downstream of Elkhorn

Boulevard ........................... *36

Approximately 500 feet upstream of Elkhorn Boulevard .................................... *37

Approximately 8,200 feet upstream of Elverta Road ..... *38

Shallow Flooding:

At the intersection of Lemon

Hill Avenue and Franklin

Boulevard ........................... #1

Strong Ranch Slough:

Approximately 200 feet

downstream of Howe Avenue ..................................... *33

Just downstream of Wyda

Way .................................... *43

Maps are available for inspection at the Sacramento

County Department of Public

Works, Water Resources Division, 827 Seventh Street,

Room 301, Sacramento, California.
28278 Federal Register / Vol. 63, No. 99 / Friday, May 22, 1998 /Rules and Regulations

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

———

San Jose (City), Santa Clara

County (FEMA Docket No.

7214)

Calabazas Creek:

Approximately 600 feet

downstream of Prospect

Drive .................................. *290

Just downstream of Prospect

Drive .................................. *297

Alamitos Creek Above Percolation Pond:

At Percolation Pond .............. *196

At Winfield Boulevard ............ *203

800 feet upstream of Almaden Expressway ................ *327

Berryessa Creek:

Just upstream of Morrill Avenue ..................................... *110

Approximately 200 feet upstream of Piedmont Road *218

South Babb Creek:

Approximately 700 feet

downstream of Clayton

Road .................................. *200

At private drive 300 feet

downstream of Clayton

Road .................................. *208

Upper Silver Creek:

At Yerba Buena Road ........... *170

Just above private drive near

intersection of Silver Creek

and Yerba Buena Roads ... *280

Maps are available for inspection at the City of San

Jose City Hall, 801 North

First Street, Room 308, San

Jose, California.

———

Santa Clara County (Unincorporated Areas) (FEMA

Docket No. 7226)

Alamitos Creek:

At projection of Pfeiffer Court

across Graystone Lane ..... *260

At confluence of Arroyo

Calero ................................ *283

East Little Llagas Creek:

At confluence with Llagas

and Church Creeks ........... *248

Just upstream of Middle Avenue ..................................... *304

Madrone Channel:

At confluence with East Little

Llagas Creek ..................... *305

Approximately 2,000 feet upstream of East Main Avenue ..................................... *369

San Tomas Aquino Creek:

At intersection of Davis and

Gianera Streets ................. *15

At intersection of Fillmore

and North Fourth Streets ... *17

Tennant Creek:

At confluence with East Little

Llagas Creek ..................... *288

Just upstream of Middle Avenue ..................................... *308

Approximately 1,500 feet upstream of Tennant Avenue *346

Uvas Creek:

Just above the Southern Pacific Railroad ...................... *174

Just upstream of Hecker

Pass Highway (Highway

152) .................................... *246

Just below Uvas Reservoir ... *398

Watsonville Road Overflow:

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Just downstream of

Watsonville Road ............... *320

At confluence with Llagas

Creek ................................. *303

West Branch Llagas Creek:

Just upstream of Day Road .. *221

Along Turlock Avenue between Highland Avenue

and Fitzgerald Road .......... #1

Approximately 2,500 feet upstream of Coolidge Avenue *291

West Little Llagas Creek:

Just upstream of Highway

101 ..................................... *305

Just downstream of Monterey

Highway ............................. *316

Calabazas Creek:

Approximately 600 feet

downstream of Prospect

Road .................................. *290

Just downstream of Prospect

Road .................................. *297

Middle Avenue Overflow (From

West Little Llagas Creek):

At confluence with Llagas

Creek just north of San

Martin Avenue ................... *283

At intersection of Middle and

Murphy Avenues ................ *305

West Branch Llagas CreekUpper Split:

Approximately 1,000 feet

west of Coolidge Avenue .. *278

At Harding Avenue, 500 feet

north of intersection with

Highland Avenue ............... *267

Uvas Creek (South Split):

Just north of Bloomfield Avenue between Monterey

Highway and the Southern

Pacific Railroad .................. *166

Approximately 3,000 feet

north of Bloomfield Avenue

between Monterey Highway and the Southern Pacific Railroad ...................... *179

Maps are available for inspection at the Santa Clara

County Department of Land

Use and Development, Central Permit Office, 70 West

Hedding Street, San Jose,

California.

———

Sutter County (Unincorporated Areas) (FEMA

Docket No. 7063)

Cross Canal:

At confluence with the Sacramento River .................... *39

At confluence with Pleasant

Grove Creek Canal ............ *40

Deep Ponding:

At the intersection of Sankey

and Power Line Roads ...... None

At the intersection of Sankey

Road and Pacific Avenue .. None

At the intersection of Riego

and Power Line Roads ...... None

Natomas East Main Drainage

Canal:

Approximately 2,000 feet

south of Sankey Road ....... *37

At the Sacramento County

line ..................................... *33

Pleasant Grove Creek Canal:

At confluence with Cross

Canal ................................. *40

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

At confluence with Pleasant

Grove Creek ...................... *41

Sacramento River:

At confluence with Cross

Canal ................................. *39

At the Sacramento County

line ..................................... *38

Maps are available for inspection at the Sutter County Department of Public

Works, Planning Department,

Suite D, 1160 Civic Center

Boulevard, Yuba City, California.

———

Tulare County (Unincorporated Areas) (FEMA

Docket No. 7238)

Kaweah River Overflow:

Just above State Highway

198 ..................................... *186

Approximately 200 feet upstream of Persian Ditch ..... *293

Approximately 1,150 feet upstream of Shirk Road ........ *299

Maps are available for inspection at the Tulare County Courthouse, 2800 West

Burrell, Room 10, Visalia,

California.

———

Visalia (City), Tulare County

(FEMA Docket No. 7238)

Kaweah River Overflow:

Just above State Highway

198 ..................................... *186

Approximately 200 feet upstream of Persian Ditch ..... *293

Approximately 1,150 feet upstream of Shirk Road ........ *299

Maps are available for inspection at the City of

Visalia Planning and Building

Department, 707 West

Acequia, Visalia, California.

KANSAS

Kansas City (City), Wyandotte County (FEMA Docket No. 7238)

Island Creek:

At confluence with Missouri

River .................................. *766

Just upstream of 123rd

Street ................................. *839

Just upstream of Polfer Road

(westernmost bridge) ......... *870

Honey Creek:

At confluence with Island

Creek ................................. *777

Just upstream of Hubbard

Street ................................. *812

Just upstream of 115th Street *864

Maps are available for inspection at 701 North Seventh Street, Fourth Floor,

Room 421, Kansas City,

Kansas.
Federal Register / Vol. 63, No. 99 / Friday, May 22, 1998 /Rules and Regulations 28279

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

LOUISIANA

Robeline (Village),

Natchitoches Parish

(FEMA Docket No. 7238)

Winn Creek:

Approximately 1,200 feet

downstream of abandoned

railroad ............................... *141

Approximately 1,500 feet upstream of Louisiana Highway 120 ............................. *148

Maps are available for inspection at 122 Depot

Street, Robeline, Louisiana.

———

Sulphur (City), Calcasieu

Parish (FEMA Docket No.

7238)

Sumpter Bayou:

At confluence with Gilbert

Lateral, approximately

1,800 feet downstream of

Lightning Street ................. *11

At western corporate limit,

approximately 700 feet upstream of Drost Street ....... *12

Maps are available for inspection at the City of Sulphur Public Works Department, 500 North Huntington

Street, Sulphur, Louisiana.

MONTANA

Ravalli County (and Incorporated Areas) (FEMA

Docket No. 7238)

Bitterroot River:

At Ravalli-Missoula County

boundary ............................ 1 +3,194

Approximately 3,400 feet upstream of Stevensville cutoff ....................................... 1 +3,279

Approximately 4,600 feet upstream of Stevensville cutoff ....................................... 1 +3,280

Just upstream of U.S. Highway 93 ............................... 2 +3,517

Approximately 4,400 feet upstream of West Bridge

Road .................................. 2 +3,558

Approximately 1.2 miles upstream of West Bridge

Road .................................. 2 +3,563

At U.S. Highway 93 ............... 3 +3,956

Approximately 2.4 miles upstream of U.S. Highway 93 3 +4,002

Left Branch of Bitterroot River:

At Ravalli-Missoula County

boundary ............................ 1 +3,194

Approximately 1.5 miles upstream of Ravalli-Missoula

County boundary ............... 1 +3,203

Maps are available for inspection at the City of Hamilton Office of Building Development, 223 South Second

Street, Hamilton, Montana.

Maps are available for inspection at the Ravalli

County Planning Office, 205

Bedford, Hamilton, Montana.

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Maps are available for inspection at the City of Stevensville City Hall, 219 College, Stevensville, Montana.

Maps are available for inspection at the Town of

Darby Town Hall, 101 East

Tanner, Darby, Montana.

NEBRASKA

Columbus (City), Platte

County (FEMA Docket No.

7238)

Loup River:

Approximately 1,000 feet upstream of City of Columbus

eastern extraterritorial limit *1,425

At City of Columbus western

extraterritorial limit ............. *1,466

Maps are available for inspection at the City Engineer’s Office, 2424 14th

Street, Columbus, Nebraska.

———

Platte Center (Village), Platte

County (FEMA Docket No.

7238)

Em Creek:

Approximately 1,700 feet

downstream of Fourth

Street ................................. *1,530

Just upstream of First Street *1,546

Shell Creek:

At the Union Pacific Railroad *1,532

Approximately 2,500 feet

west of F Street ................. *1,532

Maps are available for inspection at the Village of

Platte Center Auditorium, 315

Fourth Street, Platte Center,

Nebraska.

———

Platte County (Unincorporated Areas) (FEMA

Docket No. 7238)

Elm Creek:

Approximately 1,700 feet

downstream of Fourth

Street ................................. *1,530

Approximately 1 mile upstream of Platte County

Route 381 .......................... *1,558

Shell Creek:

Approximately 1 mile downstream of the Union Pacific

Railroad ............................. *1,522

Approximately 3,000 feet upstream of the Union Pacific

Railroad ............................. *1,533

Maps are available for inspection at the Platte County Highway Department, 2610

14th Street, Columbus, Nebraska.

OKLAHOMA

Hartshorne (City), Pittsburg

County (FEMA Docket No.

7238)

Blue Creek:

Approximately 650 feet

downstream of Seneca Avenue ................................... *673

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Just upstream of Modoc Avenue ..................................... *691

Maps are available for inspection at the City of

Hartshorne City Hall, 1101

Penn Avenue, Hartshorne,

Oklahoma.

OREGON

Lincoln City (City), Lincoln

County (FEMA Docket No.

7222)

Pacific Ocean:

On the ocean side of Oregon

Coast Highway at its crossing of Schooner Creek ...... *10

Along the ocean side of Oregon Coast Highway at its

crossing of the D River ...... *21

Along the entire portion of

Southwest Anchor Avenue

between 32nd and 36th

Streets ............................... *24

Maps are available for inspection at the City of Lincoln City Planning Department, 801 Southwest Highway 101, Lincoln City, Oregon.

TEXAS

Newton County (Unincorporated Areas) (FEMA

Docket No. 7181)

Sabine River:

At the border of Orange and

Newton Counties ............... *17

At the State Highway 12

bridge ................................. *24

At the U.S. Highway 190

bridge ................................. *72

At the State Highway 63

bridge ................................. *107

At the border of Newton

County and Sabine Parish *117

Maps are available for inspection at the Newton

County Courthouse, Highway

190 West, Newton, Texas.

WYOMING

Cokeville (Town), Lincoln

County (FEMA Docket No.

7238)

South Fork:

Approximately 1,100 feet

downstream of Pacific

Street at the northwestern

border of the Town of

Cokeville corporate limits .. *6,186

Approximately 1,200 feet upstream of U.S. Highway

30N at the northeastern

border of the Town of

Cokeville corporate limits.

Spring Creek: *6,208

Approximately 3,000 feet

downstream of East Main

Street at the northern

boundary of the Town of

Cokeville corporate limits .. *6,181
28280 Federal Register / Vol. 63, No. 99 / Friday, May 22, 1998 /Rules and Regulations

Source of flooding and location

#Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 2,000 feet upstream of private drive at

the northeastern border of

the Town of Cokeville corporate limits ....................... *6,213

Maps are available for inspection at the Town Clerk’s

Office, 110 Pine Street,

Cokeville, Wyoming.

———

Lincoln County (Unincorporated Areas) (FEMA

Docket No. 7238)

Smiths Fork:

Approximately 2,600 feet

downstream of Pacific

Street ................................. *6,183

Approximately 2,350 feet upstream of U.S. Highway

30N .................................... *6,217

South Fork:

Approximately 2,100 feet

downstream of Union Pacific Railroad ...................... *6,183

Approximately 1,600 feet upstream of U.S. Highway

30N .................................... *6,215

Spring Creek:

Approximately 2,800 feet upstream of U.S. Highway

30N .................................... *6,218

Approximately 1,000 feet upstream of Union Pacific

Railroad ............................. *6,180

Maps are available for inspection at the Lincoln

County Planning Office,

Beech Street and Topaz Avenue, Kemmerer, Wyoming.

1To convert from NAVD to NGVD, subtract 3.5

feet. 2To convert from NAVD to NGVD, subtract 3.6

feet. 3To convert from NAVD to NGVD, subtract 3.7

feet.

(Catalog of Federal Domestic Assistance No.

83.100, ‘‘Flood Insurance’’)

Dated: May 11, 1998.

Michael J. Armstrong,

Associate Director for Mitigation.

[FR Doc. 98–13733 Filed 5–21–98; 8:45 am]

BILLING CODE 6718–04–P

FEDERAL EMERGENCY

MANAGEMENT AGENCY

44 CFR Part 67

Final Flood Elevation Determinations

AGENCY: Federal Emergency

Management Agency (FEMA).

ACTION: Final rule.

SUMMARY: Base (1% annual chance)

flood elevations and modified base

flood elevations are made final for the

communities listed below. The base

flood elevations and modified base

flood elevations are the basis for the

floodplain management measures that

each community is required either to

adopt or to show evidence of being

already in effect in order to qualify or

remain qualified for participation in the

National Flood Insurance Program

(NFIP).

EFFECTIVE DATES: The date of issuance of

the Flood Insurance Rate Map (FIRM)

showing base flood elevations and

modified base flood elevations for each

community. This date may be obtained

by contacting the office where the maps

are available for inspection as indicated

on the table below.

ADDRESSES: The final base flood

elevations for each community are

available for inspection at the office of

the Chief Executive Officer of each

community. The respective addresses

are listed in the table below.

FOR FURTHER INFORMATION CONTACT:

Matthew B. Miller, P.E., Chief, Hazards

Study Branch, Mitigation Directorate,

500 C Street SW., Washington, DC

20472, (202) 646–3461.

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)

ALABAMA

Huntsville (City), Madison

County (FEMA Docket

Nos. 7199 and 7243)

Aldridge Creek:

At confluence with Tennessee River ...................... *576

Downstream side of Drake

Avenue ............................... *679

Big Cove Creek: