Federal Register / Vol. 63, No. 13 / Wednesday, January 21, 1998 / Proposed Rules 3063

contaminant levels above the ROD

cleanup standards. Following

completion of these elements of the

cleanup, permanent deed and land use

restrictions were to be implemented to

control land use, to restrict development

of the Site and to prohibit installation of

ground water wells.

U.S. EPA issued a Unilateral

Administrative Order (UAO) to PRPs

September 24, 1993. During an October

28, 1994 meeting attended by

representatives of U.S. EPA, MDEQ and

the PRP technical committee and by

follow-up letter dated December 2, 1994

responsible party representatives

requested U.S. EPA and MDEQ to

consider an alternate cleanup option for

remediation of contaminated soil and

sediment and contaminated

groundwater. In addition, the Predesign

Report submitted in March 1995

included a contingency proposal for

modification of the groundwater

remedy, if necessary, following

assessment of monitoring results.

Following public review of and

comment upon the proposed changes to

remedial action at the Site, the ROD was

amended on October 24, 1995. The

amended ROD specified a revised

Remedial Action (RA) for the Site soils/

sediments and groundwater based on

the RI and predesign data and

reevaluation of the cleanup standards

for soil and groundwater.

An Amended ROD was signed on

October 24, 1995. The major

components of this remedy include:

• Excavation of contaminated soil

and sediment from the central site area

and Slocum Drain and transportation to

an off-site facility for appropriate

treatment/disposal.

• Excavation of the water-bearing

zones in the area of highest groundwater

contamination and off-site disposal of

the excavated materials.

• Implementation of a groundwater

monitoring program and

implementation of site deed restrictions

on the installation of drinking water

wells until all cleanup standards have

been met and maintained.

Activities at the Site were consistent

with the amended ROD and the RD/RA

statement of work for design and

construction. The RD Report, including

a Quality Assurance Project Plan

(QAPP), incorporated all necessary U.S.

EPA and State quality assurance and

quality control (QA/QC) procedures and

protocol. U.S. EPA analytical methods

were used for all validation and

monitoring samples during RA

activities. All procedures and protocol

followed for soil, groundwater, and air

sample during the RA are documented

in the RD Report and were conducted

through a participating Contract

Laboratory Program (CLP) in accordance

with the statement of work.

A Close Out Report was signed on

September 18, 1996, which stated that

the Site meets all site completion

requirements as specified in OSWER

Directive 9320.2–3c, Procedures for

Completion and Deletion of National

Priorities Sites and Update. Specifically,

confirmatory sampling verifies that the

Site has achieved the ROD cleanup

objective, that all soil, sediment, and

groundwater cleanup standards have

been met and that all cleanup actions

specified in the amended ROD have

been implemented. Furthermore, U.SS.

EPA has removed all other

contamination detected to acceptable

levels. Confirmatory groundwater

sampling and backfilling and grading

the Site with unaffected Site soils

provide further assurance that the Site

no longer poses unacceptable threats to

human health or the environment. No

further activity is planned at the Site.

A five-year review pursuant to

OSWER Directive 9355.7–02 (‘‘Structure

and Components of Five-Year Reviews’’)

will not be conducted at the Site. There

are no hazardous Substances that

remain at the Site above health-based

levels, U.S. EPA will not conduct a fiveyear review.

EPA, with concurrence from the State

of Michigan, has determined that

responsible parties have implemented

all appropriate responses under

CERCLA at the Berlin and Farro Liquid

Incineration Site, and no further

CERCLA response actions are

appropriate in order to provide

protection of human health and

environment. Therefore, EPA proposes

to delete the Site from the NPL.

Dated: December 9, 1997.

David A. Ullrich,

Acting Regional Administrator, Region V.

[FR Doc. 98–1249 Filed 1–20–98; 8:45 am]

BILLING CODE 6560–50–P

FEDERAL EMERGENCY

MANAGEMENT AGENCY

44 CFR Part 67

[Docket No. FEMA–7243]

Proposed Flood Elevation

Determinations

AGENCY: Federal Emergency

Management Agency, FEMA.

ACTION: Proposed rule.

SUMMARY: Technical information or

comments are requested on the

proposed base (1% annual chance) flood

elevations and proposed base flood

elevation modifications for the

communities listed below. The base

flood elevations are the basis for the

floodplain management measures that

the community is required either to

adopt or to show evidence of being

already in effect in order to qualify or

remain qualified for participation in the

National Flood Insurance Program

(NFIP).

DATES: The comment period is ninety

(90) days following the second

publication of this proposed rule in a

newspaper of local circulation in each

community.

ADDRESSES: The proposed base flood

elevations for each community are

available for inspection at the office of

the Chief Executive Officer of each

community. The respective addresses

are listed in the following table.

FOR FURTHER INFORMATION CONTACT:

Frederick H. Sharrocks, Jr., Chief,

Hazard Identification Branch, Mitigation

Directorate, 500 C Street, SW.,

Washington, DC 20472, (202) 646–2796.

SUPPLEMENTARY INFORMATION: The

Federal Emergency Management Agency

(FEMA or Agency) proposes to make

determinations of base flood elevations

and modified base flood elevations for

each community listed below, in

accordance with section 110 of the

Flood Disaster Protection Act of 1973,

42 U.S.C. 4104, and 44 CFR 67.4(a).

These proposed base flood and

modified base flood elevations, together

with the floodplain management criteria

required by 44 CFR 60.3, are the

minimum that are required. They

should not be construed to mean that

the community must change any

existing ordinances that are more

stringent in their floodplain

management requirements. The

community may at any time enact

stricter requirements of its own, or

pursuant to policies established by other

Federal, state or regional entities. These

proposed elevations are used to meet

the floodplain management

requirements of the NFIP and are also

used to calculate the appropriate flood

insurance premium rates for new

buildings built after these elevations are

made final, and for the contents in these

buildings.

National Environmental Policy Act

This proposed rule is categorically

excluded from the requirements of 44

CFR Part 10, Environmental

Consideration. No environmental

impact assessment has been prepared.
3064 Federal Register / Vol. 63, No. 13 / Wednesday, January 21, 1998 / Proposed Rules

Regulatory Flexibility Act

The Associate Director, Mitigation

Directorate, certifies that this proposed

rule is exempt from the requirements of

the Regulatory Flexibility Act because

proposed or modified base flood

elevations are required by the Flood

Disaster Protection Act of 1973, 42

U.S.C. 4104, and are required to

establish and maintain community

eligibility in the National Flood

Insurance Program. As a result, a

regulatory flexibility analysis has not

been prepared.

Regulatory Classification

This proposed rule is not a significant

regulatory action under the criteria of

section 3(f) of Executive Order 12866 of

September 30, 1993, Regulatory

Planning and Review, 58 FR 51735.

Executive Order 12612, Federalism

This proposed rule involves no

policies that have federalism

implications under Executive Order

12612, Federalism, dated October 26,

1987.

Executive Order 12778, Civil Justice

Reform

This proposed rule meets the

applicable standards of section 2(b)(2) of

Executive Order 12778.

List of Subjects in 44 CFR Part 67

Administrative practice and

procedure, Flood insurance, Reporting

and recordkeeping requirements.

Accordingly, 44 CFR part 67 is

proposed to be amended as follows:

PART 67—[AMENDED]

1. The authority citation for part 67

continues to read as follows:

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

Reorganization Plan No. 3 of 1978, 3 CFR,

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

3 CFR, 1979 Comp., p. 376.

§ 67.4 [Amended]

2. The tables published under the

authority of § 67.4 are proposed to be

amended as follows:

State City/town/county Source of flooding Location

#Depth in feet above

ground. *Elevation in

feet (NGVD)

Existing Modified

Alabama ................... Huntsville (City),

Madison County.

Tributary 1 to Dry Creek 2 At confluence with Dry Creek 2 ............... None *705

Tributary 3 to Dry Creek 2 Backwater area surrounding intersection

of Nick Fitcheard Road and Bob Wade

Lane.

None *764

Tributary 4 to Dry Creek 2 At confluence with Dry Creek 2 ............... None *770

Tributary to Knox Creek ... Approximately 500 feet upstream of Wall

Triana Highway.

None *744

At Capshaw Road .................................... None *752

Piney Creek ...................... At Roberts Road ....................................... None *572

Maps available for inspection at Huntsville City Hall, 308 Fountain Circle, Huntsville, Alabama.

Send comments to The Honorable Loretta Spencer, Mayor of the City of Huntsville, P.O. Box 308, Huntsville, Alabama 35804.

Alabama ................... New Hope (City),

Madison County.

Tributary to Yellow Bank

Creek.

Approximately 600 feet upstream of confluence with Yellow Bank Creek.None *581

Maps available for inspection at the New Hope City Hall, 5496 Main Drive, New Hope, Alabama.

Send comments to The Honorable Billy G. Jones, Mayor of the City of New Hope, P.O. Box 419, New Hope, Alabama 35760.

Alabama ................... Madison (City),

Madison County.

Bradford-Sullivan Ditch ..... At confluence with Bradford Creek .......... *615 *618

Just upstream of Westchester Road ........ *618 *619

Maps available for inspection at the Madison City Hall, Community Development Department, 100 Hughes Road, Madison, Alabama.

Send comments to The Honorable Charles Yancura, Mayor of the City of Madison, 100 Hughes Road, Madison, Alabama 35758.

Alabama ................... Madison County

(Unincorporated

Areas).

Tributary 2 to Dry Creek 2 At confluence with Dry Creek ................... None *726

At Rideout Road ....................................... None *732

Unnamed Tributary to

Brier Fork Flint River.

At upstream crossing of U.S. Route 431 None *790

Dry Creek 2 ...................... At confluence with Indian Creek .............. None *672

Approximately 300 feet downstream of

Indian Creek Road.

None *673

Tributary 3 to Dry Creek 2 At confluence with Dry Creek 2 ............... None *759

Downstream side of Bob Wade Lane ...... None *764

Tributary 4 to Dry Creek 2 At confluence with Dry Creek 2 ............... None *770

Huntsville Spring Branch .. Approximately 260 feet downstream of

Martin Road.

None *575

Approximately 1,000 feet upstream of

Martin Road.

None *575

Indian Creek ..................... Upstream side of Old Moravia Road ........ None *701

Brier Fork Flint River ........ At confluence with Flint River ................... None *672

Flint River ......................... Upstream side of Ryland Pike .................. None *646

Approximately 0.5 mile upstream of

Ryland Pike.

None *647

Miller Branch .................... At Wall Triana Highway ............................ None *571
Federal Register / Vol. 63, No. 13 / Wednesday, January 21, 1998 / Proposed Rules 3065

State City/town/county Source of flooding Location

#Depth in feet above

ground. *Elevation in

feet (NGVD)

Existing Modified

Maps available for inspection at the Madison County Engineering Building, 814 Cook Avenue, Huntsville, Alabama.

Send comments to Mr. Mike Gillespie, Chairman of the Madison County Commission, Madison County Courthouse, 100 Northside Square,

Huntsville, Alabama 35801–4820.

Alabama ................... Mobile (City), Madison County.East Eslava Creek ............ Approximately 1,170 feet downstream of

Pinehill Road.

*10 *11

Approximately 3,320 feet upstream of Airport Boulevard.None *27

Maps available for inspection at the Mobile City Hall, 205 Government Street, 3rd Floor, Mobile, Alabama.

Send comments to The Honorable Michael C. Dow, Mayor of the City of Mobile, P.O. Box 1827, Mobile, Alabama 36633–1827.

Georgia .................... Charlton County

(Unincorporated

Areas).

St. Mary’s River ................ Approximately 500 feet downstream of

County boundary.

None *9

Approximately 1.0 mile upstream of upstream crossing of State Route 94.None *116

Maps available for inspection at the Charlton County Assessor’s Office, 100 North 3rd Street, Folkston, Georgia.

Send comments to Mr. C.L. Nazworth, Chairman of the Charlton County Board of Commissioners, 100 North 3rd Street, Folkston, Georgia

31537.

Georgia .................... Tift County (Unincorporated Areas).Channel A–1 ..................... At confluence with New River .................. *314 *316

Approximately 275 feet upstream of Tift

Avenue.

None *357

Channel A–2 ..................... Approximately 1,100 feet downstream of

40th Avenue.

None *341

Approximately 3,000 feet upstream of

40th Street.

None *353

Channel B ......................... Approximately 2,000 feet upstream of

confluence with Little River.

*260 *261

Approximately 750 feet upstream of Hunt

Road.

None *305

New River ......................... Approximately 10 feet upstream of upstream side of Seaboard Coast.*309 *310

Ferry Lake Road ....................................... *326 *324

Maps available for inspection at the Tift County Zoning Department, 225 North Tift Avenue, Tifton, Georgia.

Send comments to Mr. James Spurlin, Chairman of the Tift County Board of Commissioners, P.O. Box 826, Tifton, Georgia 31793–0826.

Georgia .................... City of Tifton (Tift

County).

Channel A–1 ..................... Approximately 50 feet downstream of Bill

Bowen Road.

*317 *319

Approximately 250 feet upstream side of

Tift Avenue.

None *357

Channel A–2 ..................... At confluence with Channel A .................. *337 *338

Approximately 450 feet upstream of 40th

Street.

None *351

New River ......................... Ferry Lake Road ....................................... *327 *324

Approximately 1,200 feet upstream of

20th Street bridge.

None *362

Channel E ......................... Approximately 100 feet upstream of 16th

Street bridge.

*339 *340

Approximately 1,100 feet upstream of

28th Street bridge.

*367 *371

Channel E–1 ..................... Confluence with Channel E ...................... None * 355

Approximately 1,850 feet upstream of

28th Street.

None *366

Channel B ......................... Approximately 900 feet upstream of

McCormick Drive.

None *294

Approximately 350 feet upstream of Victory Drive bridge.None *333

Channel G ........................ Just upstream of Ferry Lake Road bridge *328 *324

Approximately 50 feet upstream of Goff

Avenue.

*330 *329

Maps available for inspection at the Tift County Zoning Department, 225 North Tift Avenue, Tifton, Georgia.

Send comments to Mr. Charles Howell, Tifton City Manager, P.O. Box 229, Tifton, Georgia 31794.

Maryland .................. Caroline County (Unincorporated

Areas).

Miles Branch ..................... Downstream corporate limits .................... None *12

At Wright Road ......................................... None *37
3066 Federal Register / Vol. 63, No. 13 / Wednesday, January 21, 1998 / Proposed Rules

State City/town/county Source of flooding Location

#Depth in feet above

ground. *Elevation in

feet (NGVD)

Existing Modified

Maps available for inspection at the Caroline County Planning Office, 109 Market Street, Caroline County Courthouse, Second Floor, Denton, Maryland.

Send comments to Mr. Edwin G. Richards, Caroline County Administrator, 109 Market Street, Room 109, Denton, Maryland 21629.

Maryland .................. Federalsburg (Town) Miles Branch ..................... At Reliance Avenue .................................. None *22

Caroline and Dorchester Counties.Approximately 0.8 mile upstream of Reliance Avenue.None *34

Maps available for inspection at the Federalsburg Town Hall, 118 North Main Street, Federalsburg, Maryland.

Send comments to The Honorable Dan A. Happersett, Mayor of the Town of Federalsburg, P.O. Box 471, Federalsburg, Maryland 21632.

Michigan ................... Meridian (Charter

Township),

Ingham County.

Herron Creek .................... At upstream side of CSX Transportation *846 *847

At Jolly Road ............................................ *855 *854

Smith Drain ....................... Approximately 1,650 feet upstream of

confluence with Red Cedar River.

*848 *847

Approximately 200 feet downstream of

Jolly Road.

*873 *872

Maps available for inspection at the Charter Township of Meridian Municipal Building, 5151 Marsh Road, Okemos, Michigan.

Send comments to Mr. Gerald J. Richards, Meridian Charter Township Manager, 5151 Marsh Road, Okemos, Michigan 48864.

Minnesota ................. Cambridge (City),

Isanti County.

Rum River ........................ Approximately 2.74 miles downstream of

2nd Avenue SW.

None *916

Approximately 2.60 miles downstream of

2nd Avenue SW.

None *916

Approximately 1.09 miles upstream of 1st

Avenue.

None *918

Approximately 1.62 miles upstream of 1st

Avenue West.

None *918

Maps available for inspection at the Cambridge Town Hall, 626 North Main Street, Cambridge, Minnesota.

Send comments to The Honorable Carsten Seecamp, Mayor of the City of Cambridge, 626 North Main Street, Cambridge, Minnesota 55008.

New Jersey .............. Barnegat Light (Borough), Ocean

County.

Atlantic Ocean .................. Approximately 1,000′ southeast of intersection of East 26th Street and Long

Beach Boulevard.

*14 *10

East side of Long Beach Boulevard ......... *9 #1

Maps available for inspection at the Borough Hall, 10 West 10th Street, Barnegat Light, New Jersey.

Send comments to The Honorable Kirk L. Larsen, Mayor of the Borough of Barnegat Light, P.O. Box 576, Barnegat Light, New Jersey 08006.

New Jersey .............. Beach Haven (Borough) Ocean

County.

Atlantic Ocean .................. At intersection of Beach Avenue and 6th

Street.

*9 *8

Approximately 650′ southeast of the intersection of Atlantic Avenue and Taylor

Avenue.

*14 *13

Approximately 50′ east of intersection of

6th Street and Atlantic Avenue.

*10 #1

Little Egg Harbor .............. Entire shoreline within community ............ *11 *10

Maps available for inspection at the Borough Zoning Office, Beach Haven Municipal Building, 300 Engleside Avenue, Beach Haven, New

Jersey

Send comments to The Honorable Robert Bahner, Mayor of the Borough of Beach Haven, 300 Engleside Avenue, Beach Haven, New Jersey

08008.

New Jersey .............. Harvey Cedars (Borough), Ocean

County.

Atlantic Ocean .................. Approximately 650′ southeast of intersection of Long Beach Boulevard and 68th

Street.

*14 *13

Approximately 250′ southeast of intersection of Long Beach Boulevard and 68th

Street.

*9 #1

Manahawkin Bay .............. Approximately 500′ northwest of intersection of Suffolk Place and Buckingham

Avenue.

*6 *8

Maps available for inspection at the Borough Municipal Building, 7606 Long Beach Boulevard, Harvey Cedars, New Jersey.

Send comments to The Honorable Jonathan S. Oldham, Mayor of the Borough of Harvey Cedars, P.O. Box 3185, Harvey Cedars, New Jersey 08008.

New Jersey .............. Long Beach (Town),

Ocean County.

Atlantic Ocean .................. At intersection of Coast Avenue and Arts

Lane.

*9 #1
Federal Register / Vol. 63, No. 13 / Wednesday, January 21, 1998 / Proposed Rules 3067

State City/town/county Source of flooding Location

#Depth in feet above

ground. *Elevation in

feet (NGVD)

Existing Modified

At intersection of 127th and Ocean Avenue.*10 #1

At intersection of Beach Avenue and

Oceanview Drive.

*9 *8

Approximately 400′ east of intersection of

Coast Avenue and Arts Lane.

*14 *13

Barnegat Bay .................... Approximately 150′ west of intersection of

Bayview and Panorama Drives.

*6 *8

Manahawkin Bay .............. At intersection of Roxie Avenue and Long

Beach Boulevard.

*8 *7

Little Egg Harbor .............. Entire shoreline of Shelter Island ............. *11 *10

Maps available for inspection at the Long Beach Township Zoning Office, James J. Mancini Administration Building, 6805 Long Beach Boulevard, Long Beach, New Jersey.

Send comments to Mr. Peter L. Murphy, Township of Long Beach Commissioner for Public Affairs and Safety, 6805 Long Beach Boulevard,

Brant Beach, New Jersey 08008.

New Jersey .............. Ship Bottom (Borough), Ocean

County.

Atlantic Ocean .................. Approximately 1,000′ southeast of the

intersection of Long Beach Avenue and

7th Street.

*14 *13

Approximately 400’ southeast of the intersection of Long Beach Avenue and 7th

Street.

*9 #1

Maps available for inspection at the Borough Clerk’s Office, Borough Hall, 1621 Long Beach Boulevard, Ship Bottom, New Jersey.

Send comments to The Honorable Robert W. Nissen, Mayor of the Borough of Ship Bottom, 1621 Long Beach Boulevard, Ship Bottom, New

Jersey 08008.

New Jersey .............. Surf City (Borough),

Ocean County.

Atlantic Ocean .................. Approximately 400′ southeast of intersection of Ocean Terrace and 17th Street.*14 *13

West side of Ocean Terrace .................... *9 #1

Maps available for inspection at the Borough Municipal Clerk’s Office, Borough Hall, 813 Long Beach Boulevard, Surf City, New Jersey.

Send comments to The Honorable Leonard T. Connors, Jr., Mayor of the Borough of Surf City, 813 Long Beach Boulevard, Surf City, New

Jersey 08008.

New York ................. Camden (Town) ....... Cobb Brook ...................... At confluence with West Branch Fish

Creek.

None *472

Approximately 0.82 mile upstream of

Shady Lane.

None *574

Mad River ......................... At downstream corporate limits ................ None *520

Approximately 100 feet upstream of River

Road.

None *597

West Branch Fish Creek .. Approximately 0.4 mile downstream of

Brewer Road.

None *461

Approximately 1.12 miles upstream of

State Route 13.

None *526

Maps available for inspection at the Camden Town Hall, Code Enforcement Office, Second Street, Camden, New York.

Send comments to Mr. Daniel Yerdon, Supervisor for the Town of Camden, Camden Town Hall, Camden, New York 13316.

New York ................. Camillus (Town) Onondaga County.Geddes Brook .................. Approximately 40 feet downstream of

Gerelock Road.

*383 *382

Approximately 1,800 feet upstream of

Whedon Road.

*516 *515

Ninemile Creek ................. At northeastern corporate limits ............... *380 *371

Approximately 50 feet upstream of State

Route 174.

*461 *458

Unnamed Stream near

Garden Terrace.

At the confluence with Ninemile Creek .... *386 *380

Approximately 40 feet downstream of

Pottery Road.

*386 *385

Maps available for inspection at the Town of Camillus Code Enforcement Office, 4600 West Genesee Street, Syracuse, New York.

Send comments to Mr. Donald D. Fittipaldi, Camillus Town Supervisor, 4600 West Genesee Street, Syracuse, New York 13219.

New York ................. Endicott (Village)

Broome County.

Susquehanna River .......... Approximately 1,500 feet upstream of the

confluence of Nanticoke Street.

*830 *829

Approximately 600 feet upstream of the

Vestal Avenue bridge.

*831 *830
3068 Federal Register / Vol. 63, No. 13 / Wednesday, January 21, 1998 / Proposed Rules

State City/town/county Source of flooding Location

#Depth in feet above

ground. *Elevation in

feet (NGVD)

Existing Modified

Maps available for inspection at the Endicott Municipal Building, 1009 East Main Street, Endicott, New York.

Send comments to The Honorable David J. Archer, Mayor of the Village of Endicott, Municipal Building, 1009 East Main Street, Endicott, New

York 13760.

New York; ................ Lee (Town), Oneida

County.

Canada Creek .................. At downstream corporate limits ................ None *478

Approximately 1,200 feet upstream of

Point Rock Road.

None *697

Tributary to Canada Creek At confluence with Canada Creek ............ None *591

Approximately 915 feet upstream of Lee

Center Taberg Road.

None *652

Mohawk River ................... At corporate limits ..................................... None *920

Approximately 1,050 feet upstream of

corporate limits.

None *931

West Branch Mohawk

River.

At confluence with East Branch Mohawk

River and Mohawk River.

None *931

Approximately 510 feet upstream of State

Route 26.

None *1,001

Sash Factory Creek ......... At downstream corporate limits ................ None *430

On downstream side of Kiwanis Road ..... None *557

Tributary to Delta Lake ..... At confluence with Delta Lake .................. None *542

Approximately 0.39 mile upstream of Lee

Center Taberg Road.

None *678

Maps available for inspection at the Lee Town Hall, 5808 Stokes-Lee Center Road, Lee Center, New York.

Send comments to Mr. John Urtz, Lee Town Supervisor, RR #2, Box 200, Cemetery Road, Lee Center, New York 13363.

New York ................. Rome (City), Oneida

County.

Wood Creek ..................... Approximately 600 feet downstream of

Erie Canal Triple Culvert.

None *414

Approximately 100 feet upstream of West

Dominick Street.

*437 *438

Maps available for inspection at the City Engineer’s Office, Rome City Hall, Liberty Plaza, Rome, New York.

Send comments to The Honorable Joseph Griffo, Rome City Hall, Liberty Plaza, Rome, New York 13440.

North Carolina .......... Watauga County

(Unincorporated

Areas).

Watauga River .................. Approximately 0.75 mile upstream of

Breached Dam.

*2,904 *2,905

Approximately 0.79 mile upstream of Aldridge Road (SR 1594).*3,239 *3,240

Maps available for inspection at the Watauga County Planning and Inspections Department, County Courthouse, 842 West King Street,

Suite 7, Boone, North Carolina.

Send comments to Mr. Jack D. Lawrence, Sr., Chairman of the Watauga County Board of Commissioners, Watauga County Courthouse, 842

West King Street, Suite 1, Boone, North Carolina 28607.

Tennessee ............... Murfreesboro (City),

Rutherford County.

Middle Fork Stones River At confluence with West Fork, Stones

River.

*598 *597

Approximately 0.6 mile upstream of confluence with West Fork, Stones River.*598 *597

Maps available for inspection at the Murfreesboro City Hall, City Planning Department, 111 West Vine Street, Murfreesboro, Tennessee.

Send comments to The Honorable Joe B. Jackson, Mayor of the City of Murfreesboro, P.O. Box 1139, Murfreesboro, Tennessee 37133–

1139.

Tennessee ............... Rutherford County

(Unincorporated

Areas).

Lees Spring Branch .......... At confluence with Lytle Creek ................. *620 *621

Approximately 150 feet upstream of

Dilton-Mankin Road.

None *630

Bradley Creek ................... At confluence with East Fork, Stones

River.

*564 *559

Approximately 264 feet upstream of

Browns Mill Road.

*564 *563

Middle Fork Stones River At confluence with West Fork Stones

River.

*598 *597

Approximately 0.6 mile upstream of confluence with West Fork Stones River.*598 *597

West Fork Stones River ... Approximately 800 feet upstream of U.S.

Route 70.

None *565

Downstream side of I–24 ......................... None *586
Federal Register / Vol. 63, No. 13 / Wednesday, January 21, 1998 / Proposed Rules 3069

State City/town/county Source of flooding Location

#Depth in feet above

ground. *Elevation in

feet (NGVD)

Existing Modified

Maps available for inspection at the Rutherford County Courthouse, County Engineering Department, #1 Public Square South, Room 101,

Murfreesboro, Tennessee.

Send comments to Ms. Nancy Allen, Rutherford County Executive, Rutherford County Courthouse, #1 Public Square South, Room 101,

Murfreesboro, Tennessee 37130.

Tennessee ............... Smyrna (Town),

Rutherford County.

West Fork Stones River ... Approximately 0.5 mile southeast of intersection of Enon Springs Road and

Florence Road.

None *509

Northwest corner of intersection of Wade

Herrod Road and Florence Road.

None *520

Maps available for inspection at the Smyrna Town Hall, 315 South Lowry Street, Smyrna, Tennessee.

Send comments to The Honorable Paul H. Johns, Mayor of the Town of Smyrna, 315 South Lowry Street, Smyrna, Tennessee 37167.

Wisconsin ................. Avoca (Village), Iowa

County.

Wisconsin River ................ At upstream corporate limits .................... *689 *688

At downstream corporate limits ................ *687 *686

Maps available for inspection at the Avoca Village Hall, 407 Front Street, Avoca, Wisconsin.

Send comments to Mr. Richard Olsen, President of the Village of Avoca, 407 Front Street, P.O. Box 188, Avoca, Wisconsin 53506.

Wisconsin ................. Boscobel (City),

Grant County.

Wisconsin River ................ Approximately 0.91 mile downstream of

U.S. Route 61.

None *655

Approximately 0.56 mile upstream of U.S.

Route 61.

*660 *657

Sanders Creek ................. At U.S. Route 61 ...................................... *659 *657

Approximately 90 feet upstream of upstream corporate limits.None *678

Maps available for inspection at the Boscobel City Hall, 1006 Wisconsin Avenue, Boscobel, Wisconsin.

Send comments to The Honorable Paul J. Bloyer, Mayor of the City of Boscobel, 1006 Wisconsin Avenue, Boscobel, Wisconsin 53805.

Wisconsin ................. Manitowoc County,

(Unincorporated

Areas).

Sheboygan River .............. At county boundary .................................. *848 *845

At corporate limits of Kiel (State Routes

67 and 32).

*888 *882

Maps available for inspection at the Manitowoc County Planning & Park Commission, 4319 Expo Drive, Manitowoc, Wisconsin

Send comments to Mr. Donald Markwardt, Chairman of the Manitowoc County Board of Supervisors, 1010 South 9th Street, Manitowoc, Wisconsin 54221–5374.

(Catalog of Federal Domestic Assistance No. 83.100, ‘‘Flood Insurance’’)

Dated: January 13, 1998.

Michael J. Armstrong,

Associate Director for Mitigation.

[FR Doc. 98–1385 Filed 1–20–98; 8:45 am]

BILLING CODE 6718–04–P