Federal Register / Vol. 66, No. 243 / Tuesday, December 18, 2001 / Rules and Regulations 65115

State and county Location

Dates and name of newspaper where notice was

published

Chief executive officer of community Effective date of

modification

Community

No.

Wisconsin: Pierce

(FEMA Docket

No. D–7511).

Unincorporated

Areas.

March 21, 2001, March

28, 2001, Pierce County

Herald.

Mr. Richard Wilhelm, Chairman of the

Pierce County Board, P.O. Box

128, Ellsworth, Wisconsin 54011.

June 27, 2001 ...... 555571 C

(Catalog of Federal Domestic Assistance No.

83.100, ‘‘Flood Insurance.’’)

Dated: December 11, 2001.

Robert F. Shea,

Acting Administrator, Federal Insurance and

Mitigation Administration.

[FR Doc. 01–31032 Filed 12–17–01; 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, Federal Insurance and

Mitigation Administration, Federal

Emergency Management Agency, 500 C

Street SW., Washington, DC 20472,

(202) 646–3461, or (E-mail)

matt.miller@fema.gov.

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 Acting Administrator, Federal

Insurance and Mitigation

Administration, 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 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)

FLORIDA

Daytona Beach (City),

Volusia County

(FEMADocket Nos.

7311 and D–7514)

Atlantic Ocean:

Approximately 450 feet

northeast of the intersection of Harvey Avenue and Ocean Avenue South ................... *10

Approximately 300 feet

east of the intersection

of Hartford Avenue

and Atlantic Avenue

North .......................... *13

Intracoastal Waterway:

Approximately 500 feet

west of the intersection of Glenview Boulevard and Halifax Avenue North ................. *5

65116 Federal Register / Vol. 66, No. 243 / Tuesday, December 18, 2001 / Rules and Regulations

Source of flooding and location

# Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 700 feet

east of the intersection

of San Juan Avenue

and North Beach

Street .......................... *8

BB–19 Canal Tributary No.

7:

At confluence with B–19

Canal .......................... *30

Approximately 150 feet

upstream of Beville

Road/State Route 400 *30

B–19 Canal:

Approximately 1,100 feet

upstream of the confluence of B–19 Canal

Tributary No. 3 with

B–19 Canal ................ *29

Approximately 100 feet

upstream of State

Route 400 .................. *30

Tomoka River:

Approximately 0.8 mile

downstream of Eleventh Street ................. *14

Approximately 400 feet

downstream of Interstate 4 ........................ *25

Eleventh Street Canal:

At confluence with

Tomoka River ............. *16

Aproximately 2,810 feet

upstream of Clyde

Morris Boulevard

North .......................... *26

Eleventh Street Canal Tributary No. 2:

At confluence with Eleventh Street ................. *26

Approximately 2,800 feet

upstream of LPGA

Boulevard ................... *26

Just upstream of Clyde

Morris Boulevard

North .......................... *26

At confluence of Eleventh Street Canal

Tributary No. 2A ......... 26

Eleventh Street Canal Tributary No. 2A: ................

At confluence with Eleventh Street Canal

Tributary No. 2 ........... *26

Approximately 2,600 feet

upstream of confluence with Eleventh

Street Canal Tributary

No. 2 .......................... *26

Shooting Range Canal:

At confluence with

Tomoka River ............. *13

At a point just upstream

of Clyde Morris Boulevard North .................. *26

Maps available for inspection at Daytona

Beach Public Works

Complex, Engineering

Department, 950 Bellevue Avenue, Daytona

Beach, Florida

———

Daytona Beach Shores

(City), Volusia County

(FEMA Docket No.

7311)

Atlantic Ocean:

Source of flooding and location

# Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 400 feet

east of the intersection

of Ridge Road and Atlantic Avenue South ... *10

Approximately 500 feet

east of the intersection

of VanAvenue and Atlantic Avenue South ... *12

Intracoastal Waterway:

Approximately 400 feet

west of the intersection of Richards Lane

and Peninsula Drive

South .......................... *6

At the intersection of

Demott Street and Peninsula Drive South .... *6

Maps available for inspection at the City of

Daytona Beach Shores

City Hall, Building Division, 3050 South Atlantic

Avenue, Daytona

Beach,Florida.

———

Edgewater (City),

Volusia County

(FEMA Docket No.

7311)

Indian River North/Intracoastal Waterway:

Just on the Easterly side

of the intersection of

Boston Road and Riverside Drive ................ *7

Approximately 100 feet

east of the intersection

of Knapp Avenue and

Riverside Drive South *9

Maps available for inspection at the City of

Edgewater Planning Department, 104 North Riverside Drive, Edgewater,

Florida.

———

Edgewater (City),

Volusia County

(FEMA Docket No.

7311)

Indian River North/Intracoastal Waterway:

Just on the Easterly side

of the intersection of

Boston Road and Riverside Drive ................ *7

Approximately 100 feet

east of the intersection

of Knapp Avenue and

Riverside Drive South *9

Maps available for inspection at the City of

Edgewater Planning Department, 104 North Riverside Drive, Edgewater,

Florida.

———

New Smyrna Beach

(City), Volusia County

(FEMA Docket No.

7311)

Atlantic Ocean:

Approximately 400 feet

east of the intersection

of 3rd Avenue East

and Atlantic Avenue

South .......................... *10

Source of flooding and location

# Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 0.8 mile

north of the intersection of Peninsula Avenue North and Ocean

Drive ........................... *12

Indian River North/Intracoastal Waterway:

At the intersection of

Ocean Drive and Peninsula Avenue North *7

Approximately 1,500 feet

east of the intersection

of Conrad Drive and

Redland Drive ............ *9

Maps available for inspection at the New

Smyrna Beach City

Hall, 210 Sams Avenue, New Smyrna

Beach, Florida.

———

Oak Hill (City), Volusia

County (FEMA Docket

No. 7311)

Atlantic Ocean:

Approximately 120 feet

east of the intersection

of State Route A1A

and Volusia County/

Oak Hill corporate limits ................................ *11

Approximately 500 feet

from the southern

Volusia County/Oak

Hill corporate limits

along State Route

A1A north, then approximately 350 feet

east ............................ *12

Indian River North/Intracoastal Waterway:

Approximately 1,500 feet

southwest of the intersection of South

Street and State

Route A1A in Volusia

County ........................ *6

Approximately 500 feet

east of the intersection

of Cheyenne Drive

and Golden Bay Boulevard ......................... *8

Maps available for inspection at the Oak Hill

City Hall, 234 South

U.S. Highway 1, Oak

Hill, Florida.

———

Ormond Beach (City),

Volusia County

(FEMA Docket Nos.

7311 and D–7514)

Atlantic Ocean:

Approximately 350 feet

east of the intersection

of Ann Rustin Drive

and Ocean Shore

Boulevard ................... *10

Approximately 600 feet

east of the intersection

of Harvard Drive and

Florence Street .......... *12

Halifax River/Intracoastal

Waterway:

Federal Register / Vol. 66, No. 243 / Tuesday, December 18, 2001 / Rules and Regulations 65117

Source of flooding and location

# Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

At the intersection of

John Anderson Drive

and St. Mark Circle .... *4

Approximately 100 feet

east of the intersection

of Seville Street and

Beach Street South .... *7

Approximately 200 feet

west of intersection of

John Anderson Drive

and Buckingham Drive *4

Tomoka River:

Approximately 1.1 miles

downstream of confluence of of Thompson Creek ................... *5

Approximately 1,500 feet

upstream of State

Route 40 .................... *10

Misner Branch:

At confluence with

Tomoka River ............. *8

Approximately 100 feet

upstream of Handy

Avenue ....................... *15

Little Tomoka River:

At confluence with

Tomoka River ............. *10

At State Route 40 .......... *28

Groover Branch:

At confluence with

Tomoka River approximately 1,300 feet

downstream of

Tymber Run Road ..... *20

Approximately 340 feet

upstream of Tymber

Creek Road North ...... *10

Thompson Creek:

Approximately 470 feet

downstream of U.S.

Route 1 North ............ *7

Approximately 0.45 mile

upstream of Tomoka

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

Eleventh Street Canal Tributary No. 2:

At confluence with Eleventh Street ................. *26

Approximately 2,800 feet

upstream of LPGA

Boulevard ................... *26

Just upstream of Clyde

Morris Boulevard

North .......................... 26

At confluence of Eleventh Street Canal

Tributary No. 2A ......... 26

Eleventh Street Canal Tributary No. 2A:

At confluence with Eleventh Street Canal

Tributary No. 2 ........... *26

Approximately 2,600 feet

upstream of confluence with Eleventh

Street Canal Tributary

No. 2 .......................... *26

Maps available for inspection at Ormond

Beach City Hall, Planning Department, 22

South Beach Street,

Room 104, Ormond

Beach Florida.

Source of flooding and location

# Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

———

Ponce Inlet (Town),

Volusia County

(FEMA Docket No.

7311)

Atlantic Ocean:

Approximately 300 feet

east of the intersection

of Old Carriage Road

and Atlantic Avenue

South .......................... *10

Approximately 750 feet

east of the Beach

Street and Atlantic Avenue South intersection ............................. *12

Intracoastal Waterway:

At the intersection of

Maura Court and Peninsula Drive South .... *7

Approximately 2,500 feet

south of the intersection of Beach and

Sailfish Drive .............. *9

Maps available for inspection at the Ponce

Inlet Town Hall, 4680

South Peninsula Drive,

Ponce Inlet, Florida.

———

Port Orange (City),

Volusia County

(FEMA Docket No.

7311)

B–19 Canal:

Approximately 300 feet

upstream of confluence with Spruce

Creek .......................... *5

Approximately 150 feet

downstream of the

confluence of B–19

Canal Tributary No. 5

with B–19 Canal ......... *29

B–19 Canal Tributary No.

2:

At the confluence with

B–19 Canal ................ *28

Approximately 1,500 feet

upstream of confluence with B–19

Canal .......................... *28

Intracoastal Waterway:

At the intersection of

Riverview Lane and

Simpson Avenue ........ *6

At the intersection of

Portobello Drive and

Riverside Drive ........... *9

Maps available for inspection at the Port Orange City Hall, 1000 City

Center Circle, Port Orange, Florida.

———

South Daytona (City),

Volusia County

(FEMA Docket No.

7311)

Intracoastal Waterway:

At the intersection of

Sea Isle Circle and

Palmetto Avenue ........ *6

Source of flooding and location

# Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 600 feet

east of the intersection

of Venture Drive and

U.S. Route 1 (Ridgewood Avenue South) *8

Approximately 125 feet

southwest of the intersection of Reed Canal

Road and Ridgewood

Avenue South/U.S.

Route 1 ...................... *6

Maps available for inspection at the South

Daytona City Hall, 1672

Ridgewood Avenue,

South Daytona, Florida.

———

Volusia County (Unincorporated Areas)

(FEMA Docket Nos.

7311 and D–7514)

Atlantic Ocean:

Approximately 350 feet

east of the intersection

of Plaza Drive and

Ocean Shore Boulevard ............................ *10

Approximately 300 feet

southeast of the intersection of Kingfish Avenue and Atlantic Avenue South ................... *12

Approximately 500 feet

southeast of intersection of Ocean Shore

Boulevard and northern county boundary .. *12

Halifax River/Intracoastal

Waterway:

Approximately 100 feet

southwest of the intersection of John Anderson Drive and

Highridge Road .......... *4

Approximately 2,750 feet

west of intersection of

Cardinal Boulevard

and Major Street ........ *9

Indian River North/Intracoastal Waterway:

Approximately 1,000 feet

east of intersection of

Pelican Place and Riverside Drive ................ *7

Approximately 50 feet

west of the intersection of Trout Avenue

and Atlantic Avenue ... *6

Groover Branch:

Approximately 1,250 feet

upstream of Tymber

Run ............................. *10

Approximately 340 feet

upstream of Tymber

Creek Road North ...... *20

Tomoka River:

Approximately 1.17

miles downstream of

confluence of Thompson Creek ................... *5

Approximately 0.96 mile

upstream of U.S.

Route 92 .................... *25

Little Tomoka River:

65118 Federal Register / Vol. 66, No. 243 / Tuesday, December 18, 2001 / Rules and Regulations

Source of flooding and location

# Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

At confluence with

Tomoka River, approximately 1,850 feet

downstream of Main

Trail Road .................. *10

Approximately 200 feet

upstream of State

Route 40 .................... *30

B–19 Canal:

At the confluence of B–

19 Canal Tributary No.

2 ................................. *28

Approximately 550 feet

northeast of the confluence of B–19 Canal

Tributary No. 3 with

B–19 Canal ................ *29

Crescent Lake:

Approximately 6,000 feet

northeast of the intersection of Ducan

Road and Raulerson

Road No. 7 ................. *7

Approximately 2.84

miles northeast of the

intersection of Ducan

Road and Raulerson

Road No. 7 ................. *7

Eleventh Street Canal Tributary No. 2:

At confluence with Eleventh Street ................. *26

Approximately 2,800 feet

upstream of LPGA

Boulevard ................... *26

Just upstream of Clyde

Morris Boulevard

North .......................... *26

At confluence of Eleventh Street Canal

Tributary No. 2A ......... *26

Eleventh Street Canal Tributary No. 2A:

At confluence with Eleventh Street Canal

Tributary No. 2 ........... *26

Approximately 2,600 feet

upstream of confluence with Eleventh

Street Canal Tributary

No. 2 .......................... *26

Shooting Range Canal:

At confluence with

Tomoka River ............. *13

At a point just upstream

of Clyde Morris Boulevard North .................. *26

Maps available for inspection at the Volusia

County Emergency Operations Center, 49

Keyton Drive, Daytona,

Florida.

GEORGIA

Morgan County (Unincorporated Areas)

(FEMA Docket No. D–

7510)

Apalachee River:

Approximately 2.98

miles downstream of

State Route 186 ......... *574

Just downstream of

State Route 186 ......... *623

Source of flooding and location

# Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Maps available for inspection at the Morgan

County Building Inspector’s Office, 384 Hancock Street, Madison,

Georgia.

MAINE

Princeton (Town),

Washington County

(FEMA Docket No. D–

7512)

Grand Falls Flowage:

Entire shoreline within

the Town of Princeton *204

Lewy Lake:

Entire shoreline within

the Town of Princeton *204

Long Lake:

Entire shoreline within

the Town of Princeton *204

Maps available for inspection at the Princeton Town Office, 15

Depot Street, Princeton,

Maine.

NEW HAMPSHIRE

Strafford (Town), Strafford County (FEMA

Docket No. D–7512)

Bow Lake:

Entire shoreline in the

Town of Strafford ....... *517

Maps available for inspection at the Town

Office, Route 202A,

Center Strafford, New

Hampshire.

NEW JERSEY

Summit (City), Union

County (FEMA Docket

No. D–7510)

Passaic River:

Approximately 200 feet

upstream of Old Highway 24/corporate limits ................................ *180

Approximately 0.62 mile

(3,250 feet) upstream

of Stanley Avenue ...... *207

Maps available for inspection at the Summit

City Hall, 512 Springfield

Avenue, Summit, New

Jersey.

NEW YORK

Kiryas Joel (Village), Orange County (FEMA

Docket No. D–7510)

Coronet Brook:

At the confluence with

Tributary No. 25 ......... *612

Approximately 340 feet

upstream of Israel

Zupnik Drive ............... *649

Forest Brook:

At the confluence with

Tributary No. 25 ......... *604

Approximately 0.44 mile

upstream of

Schunnemunk Road .. *760

Source of flooding and location

# Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Highland Brook:

At the confluence with

Tributary No. 25 ......... *609

Approximately 1,470 feet

upstream of

Bakertown Road ........ *654

Palm Brook:

Approximately 980 feet

downstream of Koznits

Road ........................... *677

Approximately 0.38 mile

upstream of an Access Road .................. *833

Tributary No. 25:

Approximately 600 feet

downstream of the

confluence of Forest

Brook .......................... *601

Approximately 200 feet

upstream of Krolla

Drive ........................... *734

Maps available for inspection at the Kiryas

Joel Village Hall, 51 Forest Road, Monroe, New

York.

———

Port Jervis (City), Orange County (FEMA

Docket No. D–7512)

Neversink River:

Downstream corporate

limits ........................... *427

Approximately 0.05 mile

downstream of Main

Street .......................... *427

Delaware River:

Downstream corporate

limits ........................... *448

Upstream corporate limits ................................ *426

Maps available for inspection at the Port Jervis Municipal Building,

14 Hammond Street,

Port Jervis, New York

12771.

OHIO

Montezuma (Village),

Mercer County (FEMA

Docket No. D–7512)

Grand Lake-St. Marys:

At intersection of Wyatt

Street and Canal

Street .......................... *873

Maps available for inspection at the Montezuma Village Hall, 69

West Main Street, Montezuma, Ohio

———

Willoughby Hills (City),

Lake County (FEMA

Docket No. D–7510)

Euclid Creek North Tributary:

Approximately 2,800 feet

downstream of Bishop

Road ........................... *827

Approximately 4,020 feet

upstream of Lamplight

Lane ........................... *873

Euclid Creek South Tributary:

Federal Register / Vol. 66, No. 243 / Tuesday, December 18, 2001 / Rules and Regulations 65119

Source of flooding and location

# Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

At confluence with Euclid Creek North Tributary ............................. *832

Approximately 1.1 miles

upstream of Bishop

Road ........................... *877

Maps available for inspection at the

Willoughby Hills City

Hall, 35405 Chardon

Road, Willoughby Hills,

Ohio.

PENNSYLVANIA

Langhorne Manor (Borough), Bucks County

(FEMA Docket No. D–

7512)

Chubb Run:

At Comly Avenue ........... *96

Approximately 90 feet

upstream of Gillam

Avenue ....................... *197

Maps available for inspection at the

Langhorne Borough

Building, 618 Hulmeville,

Langhorne Manor, Pennsylvania.

———

Middletown (Township),

Bucks County (FEMA

Docket No. D–7512)

Chubb Run:

At confluence with

Neshaminy Creek ...... *40

Approximately 90 feet

upstream of Gillam

Avenue ....................... *197

Maps available for inspection at the Middletown Township Zoning

and Planning Office,

2140 Trenton Road,

Levittown, Pennsylvania.

———

Penndel (Borough),

Bucks County (FEMA

Docket No. D–7512)

Chubb Run:

Approximately 70 feet

upstream of

Hulmeville Road ......... *62

Just downstream of

CONRAIL ................... *80

Maps available for inspection at the Penndel

Borough Office, 300

Bellevue Avenue,

Penndel, Pennsylvania.

SOUTH CAROLINA

Cayce (City), Lexington

County (FEMA Docket

No. 7311)

Congaree River: 

Approximately 100 feet

upstream of the confluence of Congaree

Creek .......................... *135

Approximately 75 feet

upstream of Blossom

Street .......................... *153

Congaree Creek:

Source of flooding and location

# Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 125 feet

upstream of the confluence with the Congaree River ................ *135

Approximately 750 feet

downstream of the

confluence of Six Mile

Creek .......................... *141

Maps available for inspection at the City

Hall, 1800 12th Street,

Cayce, South Carolina.

———

Colleton County (Unincorporated Areas)

(FEMA Docket No.

7295)

Ashepoo River:

Approximately 2.38

miles downstream of

CSX Transportation ... *8

Approximately 225 feet

upstream of Ritter

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

Chessey Creek:

At confluence with

Horseshoe Creek ....... *8

Approximately 75 feet

upstream of Charleston Highway ............... *10

Edisto River:

Approximately 2,000 feet

downstream of U.S.

Route 17 .................... *11

Approximately 400 feet

upstream of upstream

corporate limits

(Bamburg/Colleton) .... *92

Great Swamp:

Approximately 3.84

miles downstream of

South Jeffries Boulevard ............................ *21

Approximately 335 feet

upstream of I–95

southbound ................ *38

Horseshoe Creek:

At confluence with

Ashepoo River ........... *8

Approximately 40 feet

upstream of Charleston Highway(State

Route 64) ................... *12

Ireland Creek:

Approximately 500 feet

upstream of South

Jeffries Boulevard ...... *32

Approximately 75 feet

upstream of Industrial

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

Wolf Creek:

At confluence with Jones

Swamp Creek ............ *44

Approximately 180 feet

upstream of Quail

Drive ........................... *65

Maps available for inspection at the Colleton

County Building Inspector’s Office, Benson

Street, Walterboro,

South Carolina.

Source of flooding and location

# Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

———

Columbia (City), Lexington and Richland

Counties (FEMA

Docket No. 7311)

Gills Creek:

Upstream side of State

Route 48 (Bluff Road) *137

At the Southern Railway

Bridge ......................... *138

Saluda River:

At the confluence with

the Broad and Congaree Rivers ............... *155

Approximately 1,625 feet

upstream of USGS

Gage No. 2–1690 ...... *172

Rocky Branch: 

Approximately 75 feet

downstream of Olympia Avenue ................. *149

Approximately 475 feet

upstream of Olympia

Avenue ....................... *151

Congaree River (with

levee):

Approximately 360 feet

upstream of the CSX

Transportation crossing .............................. *152

At confluence of Broad

and Saluda Rivers ..... *155

Broad River: 

At the confluence with

Saluda and Congaree

Rivers ......................... *155

Approximately 1,550 feet

upstream of the confluence with Saluda

and Broad Rivers ....... *158

Maps available for inspection at the Columbia City Hall, 1225 Laurel Street, Columbia,

South Carolina.

———

Lexington County (Unincorporated Areas)

(FEMA Docket No.

7311)

Congaree River: 

At the county boundary *128

At the confluence of

Broad and Saluda Rivers .............................. *155

Saluda River: 

At the confluence with

the Congaree River .... *155

Approximately 0.95 mile

upstream of the confluence with the Congaree River ................ *156

Congaree Creek: 

At the confluence with

the Congaree River .... *135

Approximately 750 feet

downstream of the

confluence of Six Mile

Creek .......................... *141

Maps available for inspection at the Planning

Department, County Administration Building,

212 South Lake Drive,

Lexington, South Carolina.

65120 Federal Register / Vol. 66, No. 243 / Tuesday, December 18, 2001 / Rules and Regulations

Source of flooding and location

# Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

———

Richland County (Unincorporated Areas)

(FEMA Docket No. D–

7506)

Gills Creek: 

At the confluence with

the Congaree River .... *133

At the Southern Railway

bridge ......................... *138

Rocky Branch: 

At the confluence with

Congaree River .......... *149

Approximately 475 feet

upstream of Olympia

Avenue ....................... *151

Tributary G–1:

At the confluence with

Gills Creek ................. *136

Approximately 810 feet

upstream of Bluff

Road ........................... *141

Reeder Point Branch:

At the confluence with

Black Lake ................. *134

Approximately 140 feet

upstream side of State

Route 48 (Bluff Road) *135

Congaree River (with

levee): 

Approximately 2.66

miles downstream of

the confluence with

Gills Creek ................. *128

Approximately 0.5 mile

upstream of the CSX

Transportation crossing .............................. *152

Congaree River (without

levee): 

Approximately 42.2

miles upstream of

mouth ......................... *131

Approximately 2.3 miles

upstream of the

Southeastern Beltway

(West Bound) ............. *140

Spears Creek: 

Downstream side of Jacobs Mill Pond Road .. *221

Approximately 0.5 mile

upstream Spears

Creek Church Road ... *311

Lake Murray:

Entire shoreline within

county ......................... *363

Maps available for inspection at the Richland

County Planning Department, 2020 Hampton

Street, Columbia, South

Carolina.

———

West Columbia (City),

Lexington County

(FEMA Docket No.

7311) 

Congaree River:

Approximately 1,250 feet

upstream of Blossom

Street .......................... *153

Approximately 220 feet

downstream of Jarvis

Klapman Boulevard .... *154

Saluda River:

Source of flooding and location

# Depth in

feet above

ground.

*Elevation

in feet

(NGVD)

Approximately 0.93 mile

upstream of the confluence with the Congaree River ................ *156

Approximately 900 feet

upstream of the confluence of Double

Branch ........................ *172

Maps available for inspection at the City

Hall, 1053 Center Street,

West Columbia, South

Carolina.

TENNESSEE

Selmer (City), McNairy

County (FEMA Docket

No. D–7512)

Cypress Creek:

Approximately 1,700 feet

downstream of South

Fourth Street .............. *433

Approximately 1,855 feet

upstream of Purdy

Road ........................... *444

Crooked Creek:

At the confluence with

Cypress Creek ........... *439

Approximately 0.5 mile

upstream of

Highschool Road ........ *459

Maps available for inspection at the City

Hall, 144 North Second

Street, Selmer, Tennessee.

VERMONT

Woodstock (Town and

Village), Windsor

County (FEMA Docket

No. D–7510)

Ottauquechee River:

Approximately 550 feet

upstream U.S. Route

4 ................................. *697

At the upstream corporate limits ................ *812

Maps available for inspection at Town Hall,

31 The Green, Woodstock, Vermont.

VIRGINIA

Berryville (Town), Clarke

County (FEMA Docket

No. D–7510)

Town Run:

Approximately 1,220 feet

downstream of

Springsbury Road

(State Route 613) ...... *553

Approximately 80 feet

upstream of Lincoln

Avenue ....................... *599

Maps available for inspection at the Town of

Berryville Office, 23 East

Main Street, Berryville,

Virginia.

(Catalog of Federal Domestic Assistance No.

83.100, ‘‘Flood Insurance.’’)

Dated: December 11, 2001.

Robert F. Shea,

Acting Administrator, Federal Insurance and

Mitigation Administration.

[FR Doc. 01–31034 Filed 12–17–01; 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 (BFEs) and modified

BFEs are made final for the

communities listed below. The BFEs

and modified BFEs 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 BFEs and modified BFEs 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.

ADDRESSES: The final BFEs 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, Federal Insurance and

Mitigation Administration, FEMA, 500

C Street SW., Washington, DC 20472,

(202) 646–3461, or (E-mail)

matt.miller@fema.gov.

SUPPLEMENTARY INFORMATION: FEMA

makes the final determinations listed

below of BFEs and modified BFEs for

each community listed. The proposed

BFEs and proposed modified BFEs 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 BFEs and proposed modified

BFEs 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.