Federal Register / Vol. 60, No. 95 / Wednesday, May 17, 1995 / Proposed Rules 26393

staff whose official duties require

access. The automated file shall be

physically separated and accessible only

from inside the Library.

* * * * *

3. Section 701.6 is amended by

redesignating the existing text as

paragraph (a), except for the last

sentence which should be removed, and

adding new paragraphs (b), (c), and (d)

to read as follows:

§ 701.6 Service to the collections

* * * * *

(b) Definitions.

(1) Security means administration of

continuing, effective controls in areas

where materials are housed for the

purpose of preprocessing or processing,

storage, access, or use. These controls

are designed to safeguard against theft,

loss, misplacement, or damage from

improper use or vandalism and may

vary as appropriate to the quality,

monetary value, replaceability, fragility,

or other special or unusual conditions

relating to the materials concerned.

(2) Library material means:

(i) Items in all formats (including, but

not limited to, books and pamphlets;

documents; manuscripts; maps;

microfiche, microfilms, and other

microforms; motion pictures,

photographs, posters, prints, drawings,

videotapes, and other visual materials;

newspapers and periodicals; recorded

discs, tapes, or audio/video/digital

materials in other formats) either in the

collections of the Library of Congress or

acquired for and in process for the

Library’s collections;

(ii) Objects such as musical

instruments, printing blocks, copper

engraving plates, paintings, and scrolls,

and

(iii) Control files, which are manual or

automated files essential to the physical

or intellectual access to Library

materials, such as catalogs, computer

tapes, finding aids, and shelflists. These

include items that are acquired as an

integral part of Library materials and are

accessioned into the collections with

them permanent inventory records,

public catalogs, and other finding aids.

(3) Security-controlled environment

means, but is not limited to: general and

special reading rooms and research

facilities where materials are issued

under controlled circumstances for use

of readers; the bookstacks and other

storage facilities where materials are

housed when not in use; and work areas

where materials are held temporarily for

processing.

(c) General policy for use of Library

materials. Materials retrieved for

readers’ use shall be used only in

assigned reading rooms or research

facilities. Use elsewhere in Library

buildings requires specific authorization

from designated staff members of the

custodial unit. Use of materials assigned

to reference collections shall be in

accordance with established regulations.

To minimize the risk of theft, loss, or

damage when the materials are removed

from designated storage areas, the

conditions of availability and use will

vary as appropriate to the quality of

materials, their monetary value,

replaceability, format, physical

condition, and the purpose for which

they are to be circulated—reader use

within the Library, exhibits,

preservation, photoduplication, or loan

outside the Library. Unless otherwise

specified by Library regulations, and/or

legal or contractual obligations, the

conditions and procedures for use of

materials, including duplication, either

inside or outside of the Library

buildings, shall be determined by or in

consultation with the unit head

responsible for the custody of the

material used.

(1) Any material removed from the

security-controlled environment of a

reading room or storage area, and

meeting the established criteria must be

charged as an internal or external loan

through the Loan Division, in

accordance with established loan

regulations. The security of in-process

material, and special collections

material not meeting the criteria of these

regulations, is the responsibility of the

division chief or equivalent Library

officer with physical control of the

material. That division shall determine

whether or not a Loan Division internal

charge must be created when an item is

removed for use. If a Loan Division

record is not created, the division shall

create and maintain a local record until

the item is returned.

(2) When the period of use is

completed, all materials shall be

returned immediately to the custodial

unit to be placed in designated shelf or

other locations in assigned storage areas.

Charge records for the returned

materials shall be removed from the

charge files.

(d) Penalties. Readers who violate

established conditions and/or

procedures for using material are subject

to penalties to be determined by or in

consultation with the unit head

responsible for the custody of the

material used.

(1) When a reader violates a condition

and/or procedure for using material, the

division chief or head of the unit where

the infraction occurred may, upon

written notification, deny further access

to the material, or to the unit in which

it is housed, to be determined by the

nature of the infraction and the material

involved.

(2) Within five workdays of receipt of

such notification, the reader may make

a written request, including the reasons

for such request to the Associate

Librarian for that service unit, or his/her

designee, for a reconsideration of said

notification.

(3) The Associate Librarian for that

service unit, or his/her designee, shall

respond within five workdays of receipt

of such request for reconsideration and

may rescind, modify, or reaffirm said

notification, as appropriate.

(4) Repeated violations of established

conditions and/or procedures for using

material may result in denial of further

access to the premises and further use

of the Library’s facilities or revocation of

the reader’s User Card, in accordance

with established access regulations.

(5) Mutilation or theft of Library

property also may result in criminal

prosecution, as set forth in 18 U.S.C.

641, 1361, and 2071; and 22 D.C. Code

3106.

(6) In certain emergency situations

requiring prompt action, the division

chief or head of the unit where the

infraction occurred immediately may

deny further access to the material or

unit prior to making written notification

action. In such cases, the reader shall be

notified, in writing, within three days of

the action taken and the reasons

therefor. The reader then may request

reconsideration.

(7) A copy of any written notification

delivered pursuant to this part shall be

forwarded to the Captain, Library

Police, the service unit, and the

Director, Integrated Support Services,

for retention.

Dated: May 11, 1995.

James H. Billington,

The Librarian of Congress.

[FR Doc. 95–12129 Filed 5–16–95; 8:45 am]

BILLING CODE 1410–04–P

FEDERAL EMERGENCY

MANAGEMENT AGENCY

44 CFR Part 67

[Docket No. FEMA–7136]

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
26394 Federal Register / Vol. 60, No. 95 / Wednesday, May 17, 1995 / Proposed Rules

elevation modifications for the

communities listed below. The base (1%

annual chance) 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:

Michael K. Buckley, P.E., Chief, Hazard

Identification Branch, Mitigation

Directorate, 500 C Street, SW.,

Washington, DC 20472, (202) 646–2756.

SUPPLEMENTARY INFORMATION: The

Federal Emergency Management Agency

(FEMA or Agency) proposes to make

determinations of base (1% annual

chance) 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.

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

Florida ................... Pinellas County Unincorporated

Areas.

Alligator Creek Channel A Approximately 800 feet downstream of

McMullen Booth Road.

*11 *10

Approximately 625 feet downstream of

Sunset Point Road.

None *54

Alligator Creek Channel B Approximately 1,250 feet upstream of

CSX Transportation.

None *24

At 4th Avenue South ................................. None *89

Alligator Creek Channel C At confluence with Channel A .................. *37 *38

Approximately 1,400 feet upstream of

Sunset Point Road.

None *66

Alligator Creek Channel E Approximately 250 feet downstream of

CSX Transportation.

*10 *12

At downstream side of McMullen Booth

Road.

None *22

Alligator Creek At confluence with Channel A .................. *25 *26

Channel H ......................... Approximately 600 feet upstream of

Sharkey Road.

None *35

Maps available for inspection at the County Technical Services Building, First Floor, 440 Court Street, Clearwater, Florida.

Send comments to Mr. Fred E. Marquis, Pinellas County Administrator, 315 Court Street, Clearwater, Florida 34616.

Indiana .................. Tipton (City) ........... Cicero Creek ..................... At the confluence of Tobin Ditch .............. None *859

Tipton County ........ Approximately 0.95 mile upstream of

State Route 19 (Main Street).

None *866
Federal Register / Vol. 60, No. 95 / Wednesday, May 17, 1995 / Proposed Rules 26395

State City/town/

county Source of flooding Location

#Depth in feet above

ground. *Elevation in feet

(NGVD)

Existing Modified

Buck Creek ....................... Approximately 0.5 mile downstream of

State Route 28 (Jefferson Street).

None *866

At Norfolk & Western Railroad ................. None *870

Maps available for inspection at the City of Tipton Planning Commission, 113 Court Street, Tipton, Indiana.

Send comments to The Honorable David Berkemeier, Mayor of the City of Tipton, 113 Court Street, Tipton, Indiana 46072.

Maine .................... Anson (Town) Somerset County.Kennebec River ................ Approximately 5,580 feet downstream of

U.S. Route 201A, and U.S. Route 8,

43, and 148.

*196 *201

Approximately 3 miles upstream of the

confluence of Carrabassett River.

*272 *275

Carrabassett River ............ At the confluence with Kennebec River ... *267 *270

Approximately 0.56 mile upstream of the

confluence with Big Brook.

*344 *345

Getchell Brook .................. Approximately 180 feet downstream of

State Route 43 and 148 (Main Street).

*255 *258

Approximately 545 feet upstream of State

Routes 43 and 148 (Main Street).

*257 *258

Maps available for inspection at the Anson Town Hall, Main Street, Anson, Maine.

Send comments to Mr. Ralph Withee, Chairman of the Town of Anson Board of Selectmen, Anson Town Hall, P.O. Box 297, Anson, Maine

04911.

Maine .................... Holden (Town) Penobscot County.Brewer Lake ...................... Entire shoreline within community ............ None *112

David Pond ....................... Entire shoreline within community ............ None *199

Holbrook Pond .................. Entire shoreline within community ............ None *199

Maps available for inspection at the Holden Town Office, 1460 Main Road, East Holden, Maine.

Send comments to Mr. Joel Dearborn, Chairman of the Town of Holden Board of Selectmen, P.O. Box 490, East Holden, Maine 04429.

Massachusetts ...... Monson (Town)

Hampden County.

Twelvemile Brook ............. At the upstream side of Pulpit Rock Pond

dam.

Done *367

Approximately 1,000 feet upstream of

Reimers Street

None *426

Thayer Brook .................... Approximately 210 feet downstream of

Lakeshore Drive.

None *367

Approximately 40 feet upstream of Lakeshore DriveNone *385

Maps available for inspection at the Building Inspector’s Office, 110 Main Street, Monson, Massachusetts.

Send comments to Mr. Peter A. Rouette, Chairman of the Board of Selectmen for the Town of Monson, 110 Main Street, Monson, Massachusetts 01057.

Michigan ............... Bangor (Township) Saginaw Bay ..................... Shoreline from approximately 4,500 feet

south of Parrish Road along Detroit

and Mackinac Rail to a point approximately 1,500 feet south of intersection

of Tobico Road and Ploof Road.

*585 *589

Maps available for inspection at the Bangor Township Hall, 180 State Park Drive, Bay City, Michigan.

Send comments to Mr. Joseph Rivet, Supervisor of the Bangor Charter Township, Bay County, 180 State Park Drive, Bay City, Michigan

48706.

Michigan ............... Cadillac (City) Wexford County.Clam River ........................ Approximately 50 feet upstream of Chestnut Street 1.None *1291

At Thirteenth Street and No. 6 Road ........ None *1288

Lake Cadillac .................... Entire shoreline within community ............ None *1291

Lake Mitchell ..................... Entire shoreline within community ............ None *1291

Maps available for inspection at the Cadillac City Hall, 200 Lake Street, Cadillac, Michigan.

Send comments to The Honorable Ronald Blanchard, Mayor of the City of Cadillac, Cadillac City Hall, 200 Lake Street, Cadillac, Michigan

49601.

Michigan ............... Fraser (Township)

Bay County.

Saginaw Bay ..................... Shoreline along Saginaw Bay (approximately 925 feet east of the intersection

of Elevator Road and Anderson Road,

to Gregory Drain.

*589 *586
26396 Federal Register / Vol. 60, No. 95 / Wednesday, May 17, 1995 / 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 Fraser Township Hall, 1474 North Mackinaw Road, Linwood, Michigan.

Send comments to Mr. Richard Gromaski, Supervisor of the Township of Fraser, Bay County, Fraser Township Hall, 1474 North Mackinaw

Road, Linwood, Michigan 48634.

Michigan ............... Monitor (Township)

Bay County.

Kawkawlin River ............... At downstream corporate limits Approximately 500 feet upstream of confluence

with North Branch Kawkawlin River.

None *591

North Branch ..................... At confluence with Kawkawlin River ......... None *592

Kawkawlin River ............... At upstream corporate limits ..................... None *593

Maps available for inspection at the Monitor Township Hall, 2483 Midland Road, Bay City, Michigan.

Send comments to Mr. Warren J. Sinke, Supervisor for the Township of Monitor, Bay County, 2483 Midland Road, Bay City, Michigan 48706.

Michigan ............... Selma (Township)

Wexford County.

Lake Mitchell ..................... Entire shoreline within community ............ None *1291

Gyttja Lake ........................ Entire shoreline within community ............ None *1291

Pleasant Lake ................... Entire shoreline within community ............ None *1330

Maps available for inspection at the Selma Township Hall, 3730 South 37th Road, Cadillac, Michigan.

Send coments to Mr. David DeForest, Supervisor of the Township of Selma, 3730 South 37th Road, Cadillac, Michigan 49601.

Mississippi ............ Pearl River Valley

Water Supply

District Hinds,

Madison, Leake,

Scott, and Rankin

Counties.

Brashear Creek ................. Approximately 1,250 feet downstream of

Charity Church Road.

*286 *287

Approximately 850 feet upstream of Rice

Road (upstream corporate limits).

*296 *297

Hearn Creek ..................... Approximately 1,500 feet downstream of

North Bay Drive.

*304 *303

Approximately 1,480 feet upstream of

North Bay Place.

*310 *308

Ross Barnett Reservoir .... At the north side of North Shore Parkway None *300

At corporate limits approximately 150 feet

north of North Shore Parkway.

None *300

Maps available for inspection at the Water Supply District General Office, 115 Madison Landing Circle, Madison, Mississippi.

Send comments to Mr. Kenneth Griffin, General Manager of the Pearl River Valley Water Supply District, P.O. Box 12750, Jackson, Mississippi 39236.

New Jersey ........... Moorestown (Township) Burlington

County.

Swede Run ....................... Approximately 0.54 mile downstream of

Garwood Road.

*31 *34

Approximately 150 feet upstream of

Stanwick Avenue.

*56 *57

Swede Run Tributary ........ At the confluence with Swede Run .......... *47 *48

Approximately 600 feet upstream of the

confluence with Swede Run.

*47 *48

Maps available for inspection at the Building Inspector’s Office, 111 West Second Street, Moorestown, New Jersey.

Send comments to The Honorable Walter Maahs, Mayor of the Township of Moorestown, 111 West Second Street, Moorestown, New Jersey

08057.

New York .............. Bolivar (Village) Allegany County.Root Creek ........................ Approximately 0.27 mile downstream of

Main Street.

*1582 *1583

Approximately 0.4 mile upstream of David

Street.

*1637 *1638

Maps available for inspection at the Village Clerk’s Office, 252 North Main Street, Bolivar, New York.

Send comments to The Honorable David Evans, Mayor of the Village of Bolivar, 252 North Main Street, Bolivar, New York 14715.

New York .............. Huron (Town)

Wayne County.

Lake Ontario ..................... Within Sodus, East, and Port Bays .......... *249 *250

Entire Lake Ontario shoreline within the

Town of Huron corporate limits.

*249 *251

Maps available for inspection at the Town Clerk’s Office, 10880 Lummisville Road, Wolcott, New York.

Send comments to Mr. Carl Prober, Huron Town Supervisor, 10880 Lummisville Road, Wolcott, New York 14590.

New York .............. Potsdam (Village)

St. Lawrence

County.

Raquette River .................. Approximately 240 feet upstream of

downstream corporate limits.

*400 *399
Federal Register / Vol. 60, No. 95 / Wednesday, May 17, 1995 / Proposed Rules 26397

State City/town/

county Source of flooding Location

#Depth in feet above

ground. *Elevation in feet

(NGVD)

Existing Modified

Approximately 200 feet downstream of

upstream corporate limits.

*412 *411

Maps available for inspection at the Code Enforcement Office, Park and Elm Streets, Potsdam, New York.

Send comments to Mr. Marvin E. Rust, Flood Control Officer for the Village of Potsdam, P.O. Box 5168, Potsdam, New York 13676.

North Carolina ...... Durham County

(Unincorporated

Areas).

Little Lick Creek ................ Approximately 200 feet downstream of

State Route 1814 (Fletcher Chapel

Road).

None *278

Approximately 200 feet downstream of

State Route 1815 (North Mineral

Springs Road).

None *290

Little Lick Creek Tributary

1B.

At confluence with Little Lick Creek ......... *275 *279

Approximately 50 feet upstream of

Delmar Road.

None *345

Northeast Creek ................ Approximately 1,800 feet downstream of

State Route 1100 (Grandale Drive).

None *245

Approximately 100 feet downstream of

State Route 1951 (Sohi Road).

*295 *301

Northeast Creek Tributary Approximately 150 feet upstream of confluence with Northeast Creek.None *245

Just upstream of State route 1100 (Old

Alex Drive).

None *286

Northeast Creek Tributary

C.

At confluence with Northeast Creek ......... *243 *248

Approximately 100 feet upstream of State

Route 1201 (McCormack Road).

None *297

Stirrup Iron Creek ............. Approximately 0.4 mile downstream of

Southern Railway Spur.

*327 *330

Approximately 0.7 mile upstream of Cart

Path Dam.

None *399

Stirrup Iron Creek Tributary A.At confluence with Stirrup Iron Creek ....... None *344

Just upstream of State Route 1966

(Lumley Road).

None *383

Stirrup Iron Creek Tributary B.At downstream side of Soil Access Road *325 *327

Approximately 600 feet upstream of Soil

Access Road.

None *331

Stirrup Iron Creek Tributary C.Approximately 600 feet downstream of

State Route 1969 (Chin Page Road).

None *317

Just upstream of State Route 1967

(Evans Road).

None *349

Cabin Branch .................... Approximately 850 feet downstream of

State Route 1631 (Snowhill Road).

None *268

Approximately 1.29 miles upstream of

Glen Oaks Drive.

None *385

Crooked Creek .................. At the City of Durham Extraterritorial Jurisdiction Boundary.*375 *376

Approximately 50 feet upstream of Terry

Road.

None *455

Crooked Creek Tributary 1 At confluence with Crooked Creek ........... *443 *444

Approximately 35 feet upstream from

confluence with Crooked Creek.

*444 *443

Eno River .......................... Approximately 0.8 mile downstream of

confluence of Eno River Tributary 3.

*327 *328

Approximately 0.7 mile upstream of State

Route 1401 (Cole Mill Road).

None *369

Eno River Tributary 3 ....... At confluence with Eno River ................... *336 *337

Approximately 600 feet upstream of

Brook Lane.

None *438

Ellerbe Creek .................... Approximately 3,700 feet (0.7 mile) upstream from Glenn Road.*273 *274

Approximately 1.8 miles upstream from

Glenn Road.

*278 *286

Chunky Pipe Creek ........... Approximately 0.19 mile downstream of

State Route 1815 (North Mineral

Springs Road).

*264 *267

Approximately 1.2 miles upstream of ....... *294 *297
26398 Federal Register / Vol. 60, No. 95 / Wednesday, May 17, 1995 / Proposed Rules

State City/town/

county Source of flooding Location

#Depth in feet above

ground. *Elevation in feet

(NGVD)

Existing Modified

State Route 1815 (North Mineral Springs

Road).

Burdens Creek .................. At confluence with Northeast Creek ......... *250 *252

At upstream face of State Route 54 ......... None *283

Burdens Creek Tributary .. At confluence with Burdens Creek ........... *261 *267

Approximately 100 feet upstream of State

Route 54 (Nelson-Chapel Hill Highway).

None *283

Sevenmile Creek .............. At confluence with Eno River ................... *338 *339

Approximately 50 feet upstream of State

Route 2359 (Quincemore Road).

None *495

Panther Creek ................... Approximately 7,700 feet (1.4 miles)

downstream of State Route 1818.

None *269

Approximately 75 feet upstream of State

Route 1822 (Carpenter Road).

None *314

Falls Lake (Neuse River) .. Entire shoreline within community ............ None *263

Knap of Reeds Creek ....... Approximately 1 mile upstream of confluence with Neuse River.None *263

Approximately 4.9 miles upstream of the

confluence with Neuse River.

None *266

Maps available for inspection at the Durham City Engineer’s Office, 101 City Hall Plaza, Durham, North Carolina.

Send comments to Mr. George H. Williams, Durham County Manager, 200 East Main Street, Durham, North Carolina 27701.

North Carolina ...... Durham (City) Durham County.Chunky Pipe Creek ........... Approximately 1.2 miles upstream of

State Route 1815 (North Mineral

Springs Road).

*294 *297

Approximately 1.64 miles upstream of

State Route 1815 (North Mineral

Springs Road).

*320 *319

Goose Creek ..................... At confluence with Ellerbe Creek ............. *288 *293

Upstream face of Holloway Street ............ *338 *339

Goose Creek ..................... At confluence with Goose Creek .............. *308 *317

Tributary A ........................ Approximately 2,050 feet downstream of

South Miami Boulevard.

*323 *324

Little Lick

CreekApproximately 0.8

mile upstream of State

Route 1814 (Fletcher

Chapel Road).

*281 ........................................................... *284

Approximately 200 feet

downstream of State

Route 1815 (North Mineral Spring Road)

None .......................................................... *289

Little Lick Creek ................ At confluence with Little Lick Creek ......... *289 *293

Tributary 1A ...................... Approximately 60 feet upstream of Chandler Road.None *317

Little Lick Creek Tributary

1B.

Approximately 1,700 feet upstream of

confluence with Little Lick Creek.

None *281

Approximately 100 feet upstream of State

Route 1911 (Holder Road).

None *314

Little Lick Creek Tributary

1D.

At confluence with Little Lick Creek Tributary 1A.*306 *303

Approximately 50 feet upstream of State

Route 1844 (Chandler Road).

*318 *317

Mud Creek At confluence with New

Hope Creek.

*254 ........................................................... *256

Approximately 50 feet upstream of American Drive.None *360

New Hope Creek .............. Approximately 400 feet downstream of

State Route 2220 (Chapel Hill Road).

*249 *250

Approximately 2.3 miles upstream of confluence of New Hope Creek Tributary.None *263

New Hope Creek Tributary Approximately 500 feet upstream of confluence with New Hope Creek.*259 *260

Approximately 1,750 feet upstream of

State Route 1113 (New Mt. Moriah

Road).

None *265

Northeast Creek ................ Approximately 0.6 mile downstream of

State Route NC54 (Nelson-Chapel Hill

Way).

*254 *258
Federal Register / Vol. 60, No. 95 / Wednesday, May 17, 1995 / Proposed Rules 26399

State City/town/

county Source of flooding Location

#Depth in feet above

ground. *Elevation in feet

(NGVD)

Existing Modified

Approximately 50 feet upstream of Sohi

Road.

None *305

Stirrup Iron Creek Approximately 120 feet

downstream of State

Route 1969 (Chin Page

Road).

None .......................................................... *317

Approximately 750 feet upstream of confluence of Stirrup Iron Creek Tributary

A.

None *344

Stirrup Iron Creek

Tributary A

Approximately 200 feet upstream of confluence

with Stirrup Iron Creek.

None .......................................................... *344

Approximately 400 feet upstream of confluence

with Stirrup Iron Creek

None .......................................................... *344

Stirrup Iron Creek Tributary B.At confluence with Stirrup Iron Creek ....... *323 *326

Approximately 1,440 feet upstream of Soil

Access Road.

None *339

Third Fork Creek Approximately 1,000 feet

downstream of South

Roxboro Road.

*253 ........................................................... *254

Approximately 50 feet upstream of Forest Hills

Boulevard (East)

None .......................................................... *310

Third Fork Creek ............... At Abandoned Road ................................. *251 *249

Tributary A ........................ Approximately 800 feet upstream of

Rollingwood Drive.

None *286

Third Fork Creek Tributary

C.

Approximately 400 feet downstream of

South Roxboro Road.

*254 *255

Upstream side of Princeton Avenue ......... None *317

Third Fork Creek Tributary

D.

At confluence with Third Fork Creek ........ *253 *255

Approximately 60 feet upstream of

Morningside Drive.

None *289

Third Fork Creek ............... At confluence with Third Fork Creek ........ *287 *291

Tributary E ........................ Approximately 50 feet upstream of Ward

Street.

None *331

Third Fork Creek Tributary At confluence with Third Fork Creek Tributary C.*274 *277

Approximately 50 feet upstream of

Sherbon Drive.

None *329

Warren Creek ................... At confluence with Eno River ................... *293 *297

Approximately 40 feet upstream of State

Route 1407 (Carver Road).

None *388

Warren Creek ................... At confluence with Warren Creek ............. *313 *316

Tributary A ........................ Approximately 50 feet upstream of State

Route 1321 (Hillandale Road).

*381 *383

Warren Creek ................... At confluence with Warren Creek ............. *306 *311

Tributary B ........................ Approximately 225 feet upstream of State

Route 1321 (Hillandale Road).

None *340

Crooked Creek .................. At confluence with Eno River ................... *291 *296

At the City of Durham Extraterritorial Jurisdiction Boundary.*375 *376

Ellerbe Creek .................... Approximately 1.5 miles downstream of

State Route 1669 (East Club Boulevard) (At Extraterritorial Jurisdiction

Boundary).

*278 *286

At State Route 1477 (Shocoree Drive) ..... *404 *417

Ellerbe Creek .................... At confluence with Ellerbe Creek ............. *299 *302

Tributary A ........................ At downstream side of Bluefield Street .... *301 *302

Ellerbe Creek .................... At confluence with Ellerbe Creek ............. *285 *291

Tributary B ........................ Approximately 1,660 feet upstream of

confluence with Ellerbe Creek.

*290 *291

Eno River .......................... Approximately 2 miles downstream of

U.S. Route 15/501.

None *284

Approximately 0.73 mile upstream of

State Route 1401 (Cole Mill Road).

None *369
26400 Federal Register / Vol. 60, No. 95 / Wednesday, May 17, 1995 / Proposed Rules

State City/town/

county Source of flooding Location

#Depth in feet above

ground. *Elevation in feet

(NGVD)

Existing Modified

Eno River Tributary 1 ....... Approximately 350 feet upstream of State

Route 1648 (Danube Lane).

*315 *316

Approximately 0.3 mile upstream of State

Route 1648 (Danube Lane).

*318 *329

Eno River .......................... Downstream of Rivermont Drive ............... *360 *361

Tributary 2 ......................... Approximately 50 feet upstream of Interstate 85.None *498

Eno River .......................... At confluence with Eno River ................... *286 *289

Tributary A ........................ At downstream side of Fox Hunt Road .... *288 *290

Burdens Creek .................. At upstream side of Southern Railway ..... *254 *262

Approximately 250 feet downstream of

South Alston Avenue.

*256 *263

Northeast Creek ................ At confluence with Northeast Creek ......... *264 *271

North Prong Approximately 1,100 feet upstream of

State Route 55 (Apex Highway).

*324 *330

Northeast Creek North

Prong Tributary A.

Approximately 80 feet upstream of confluence of Northeast Creek North Prong.*283 *282

Approximately 100 feet upstream of

Akron Avenue.

*349 *348

Northeast Creek North

Prong.

At confluence with Northeast Creek North

Prong.

*265 *271

Tributary Approximately 110 feet upstream of State

Route 1,182 (Carpenter Fletcher Road).

None *280

Rocky Creek ..................... At confluence with Third Fork Creek ........ *283 *289

Approximately 150 feet upstream of

Briggs Avenue.

None *336

◆South Ellerbe Creek ...... At confluence of South Ellerbe Creek

Tributary.

*307 *311

Approximately 150 feet upstream of West

Club Boulevard.

◆◆South Ellerbe Creek

Tributary.

At confluence with South Ellerbe Creek ... *305 *311

Approximately 865 feet upstream of

Dacian Street (Upstream Limit).

*324 *329

Sandy Creek ..................... At confluence with New Hope Creek ........ *253 *256

Approximately 50 feet upstream of State

Route 1317 (Moreene Road).

*314 *317

Sandy Creek ..................... At confluence with New Hope Creek ........ *253 *255

Tributary A ........................ Approximately 0.4 mile upstream of University Drive.*271 *274

Sandy Creek Tributary D .. At confluence with Sandy Creek .............. *285 *292

Approximately 50 feet upstream of Anderson Street.None *321

Maps available for inspection at Durham City Engineer’s Office, 101 City Hall Plaza, Durham, North Carolina.

Send comments to The Honorable Harry E. Rodenheizer, Jr., Mayor of the City of Durham, 101 City Hall Plaza, Durham, North Carolina

27701.

◆ Shown as South Ellerbe Creek Tributary in the effective Flood Insurance Rate Map.

◆◆ Shown as South Ellerbe Creek in the effective Flood Insurance Rate Map.

Pennsylvania ........ Charleroi (Borough)

Washington

County.

Monongahelia River .......... Approximately 700 feet downstream of

Lock and Dam #4 at downstream corporate limits.

*760 *762

Approximately 1.07 miles upstream of

Lock and Dam #4 at upstream corporate limits.

*762 *764

Maps available for inspection at the Municipal Building, 4th and Fallowfield Avenue, Charleroi, Pennsylvania.

Send comments to The Honorable Edward M. Paluso, Mayor of the Borough of Charleroi, Washington County, Municipal Building, 4th and

Fallowfield Avenue, Charleroi, Pennsylvania 15022.

Pennsylvania ........ Roulette (Township)

Potter County.

Allegheny River ................. Approximately 160 feet upstream of the

confluence of Trout Brook.

None *1549

Approximately 750 feet upstream of the

Township of Roulette’s upstream corporate limits.

None *1581
Federal Register / Vol. 60, No. 95 / Wednesday, May 17, 1995 / Proposed Rules 26401

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 Roulette Township Building, 253 Railroad Avenue, Roulette, Pennsylvania.

Send comments to Mr. William Grandin, Chairman of the Township of Roulette, P.O. Box 253, Roulette, Pennsylvania 16746.

Rhode Island ........ Barrington (Town)

Bristol County.

Providence River .............. Approximately 600 feet west of the intersection of Allen Avenue and Narragansett Avenue.*20 *19

At intersection of Washington Road and

Annawamscutt Road.

*16 *15

Narragansett Bay .............. Approximately 500 feet south of the intersection of Middle Highway and Nayatt

Road.

*20 *19

Approximately 400 feet west of the intersection of Vans Lane with Rumstick

Road.

*20 *19

Barrington River ................ At the intersection of Kyle Street and

Peck Lane.

*11 *10

At the intersection of Jennys Lane and

Mathewson Road.

*18 *13

Palmer River ..................... Approximately 1,000 feet east along

Sowams Road from its intersection with

Barneyville Road.

*11 *10

At the intersection of Sowams Road and

Jessie Davis Lane.

*18 *10

Warren River ..................... At the confluence of Barrington and

Palmer Rivers.

*18 *13

At Adams Point ......................................... *20 *13

Maps available for inspection at the Building Inspector’s Office, Barrington Town Hall, 283 County Road, Barrington, Rhode Island.

Send comments to Mr. Dennis Phelan, Barrington Town Manager, 283 County Road, Barrington, Rhode Island 02806.

Rhode Island ........ Bristol (Town) Bristol County.Kickamuit River ................. Approximately 1,000 feet east northeast

from the intersection of Butterworth Avenue and Hawthorne Avenue.

*16 *17

Approximately 500 feet east of Harrison

Avenue extended.

*15 *18

Maps available for inspection at the Office of Community Development Planning, Bristol Town Hall, 10 Court Street, Bristol, Rhode Island.

Send comments to Mr. Joseph Parella, Bristol Town Administrator, 10 Court Street, Bristol, Rhode Island 02809.

Vermont ................ Weston (Town)

Windsor County.

Greendale Brook ............... At the confluence with West River ........... None *1363

Approximately 1.7 miles upstream of

Greendale Road.

None *1595

Ludlow Mountain Brook .... At the confluence with West River ........... None *1466

Approximately 110 feet upstream of State

Route 100 (Ludlow Road).

None 1769

Trout Club Brook .............. At the confluence with West River ........... None *1294

Approximately 1,100 feet upstream of

Trout Club Road.

None *1762

Trout Club Brook Backside At the confluence with West River ........... None *1300

Approximately 650 feet upstream of

Parker Lane.

None *1627

West River ........................ Approximately 0.9 mile downstream of

most downstream crossing of State

Route 100 (Wantastiquet Road).

None *1171

Approximately 0.8 mile upstream of State

Route 155 (Wantastiquet Road).

None *1748

Maps available for inspection at the Weston Town Office, Lawrence Hill, Weston, Vermont.

Send comments to Mr. Donald Hart, Chairman of the Town of Weston Board of Selectmen, P.O. Box 98, Weston, Vermont 05161.
26402 Federal Register / Vol. 60, No. 95 / Wednesday, May 17, 1995 / Proposed Rules

(Catalog of Federal Domestic Assistance No.

83.100, ‘‘Flood Insurance.’’)

Dated: May 9, 1995.

Richard T. Moore,

Associate Director for Mitigation.

[FR Doc. 95–12128 Filed 5–16–95; 8:45 am]

BILLING CODE 6718–03–P

FEDERAL COMMUNICATIONS

COMMISSION

47 CFR Part 32

[DA 95–1027]

Proposed Elimination of Detailed

Continuing Property Records (‘‘CPRs’’)

for Certain Support Assets

AGENCY: Federal Communications

Commission.

ACTION: Proposed rule; rulemaking

notice.

SUMMARY: The Accounting and Audits

Division has released a Public Notice

seeking comments on a Petition for

Rulemaking filed by the United States

Telephone Association (‘‘USTA’’) to

eliminate CPRs for certain support

assets in Part 32 accounts. USTA

proposes an alternative property record

system for these support assets. This

will enable the Commission to

determine whether it should initiate a

rulemaking proceeding.

DATES: Comments due by July 5, 1995;

Replies due by August 1, 1995.

ADDRESSES: Federal Communications

Commission, 1919 M Street N.W.,

Washington, D.C. 20554.

FOR FURTHER INFORMATION CONTACT:

Debra Weber, Common Carrier Bureau,

Accounting and Audits Division, (202)

418–0810.

SUPPLEMENTARY INFORMATION: Released:

May 10, 1995.

United States Telephone Association

Files a Petition for Rulemaking to

Amend Part 32 of the Commission’s

Rules to Eliminate Detailed Property

Records for Certain Support Assets

Public Comment Invited

The United States Telephone

Association (‘‘USTA’’) filed a Petition

for Rulemaking (‘‘petition’’), proposing

that the Commission amend Part 32 of

its rules to eliminate detailed

continuing property records (‘‘CPRs’’)

for certain support asset accounts. These

support assets include the items in

Accounts 2115, Garage work equipment;

2116, Other work equipment; 2122,

Furniture; 2123, Office equipment; and

the personal computers and peripheral

equipment in Account 2124, General

purpose computers. In place of CPRs for

those accounts, USTA proposes that

carriers be permitted to use a vintage

amortization level (‘‘VAL’’) property

record system. Under this system, the

net book value of existing assets in each

account would be placed in a VAL

group and amortized on a straight-line

basis over the remaining life that results

from the asset life chosen from the

Commission approved range of lives.

All new purchases would also be placed

in a VAL group for each vintage for each

account, and amortized in the same

manner. When the assets in a VAL

group are fully amortized, the assets and

their associated reserves would be

removed from the carriers’ books.

Salvage proceeds would be reflected as

a decrease in amortization expense, and

the cost of removal would be reflected

as an increase in amortization expense.

We seek comment on the USTA

petition, and we invite parties to

propose alternatives for simplifying the

CPR requirements for these support

assets. We encourage parties to focus on

how USTA’s proposal or any alternative

proposal provides for adequate internal

controls to safeguard these support

assets. We seek comment on what

records are necessary to ascertain the

location, existence, and cost of these

assets. We also seek comment on how

carriers should account for retirement of

these support assets, and whether these

assets should be removed from the

carrier’s books when fully amortized, as

USTA proposes. Finally, we seek

comment from any parties believing that

our CPR requirements should not be

modified for support assets. These

parties should explain why, and should

emphasize what aspects of our current

CPR requirements are the most useful.

Parties may file comments on USTA’s

petition, or propose alternatives no later

than July 5, 1995. Replies should be

filed by August 1, 1995. Comments

should refer to RM–8640. A copy of

each pleading should be sent to Debbie

Weber, FCC, Common Carrier Bureau,

2000 L St., N.W., Room 812,

Washington, D.C. 20554 and the

International Transcription Service

(ITS), 2100 M St., N.W., Suite 140,

Washington, D.C. 20037, (202) 857–

3800. Copies of USTA’s petition and

any comments will be available for

public inspection and copying in the

Office of Public Affairs Reference

Center, 1919 M St., N.W., Room 239,

Washington, D.C. Copies are also

available from ITS.

For further information contact

Debbie Weber at (202) 418–0812.

Federal Communications Commission.

William F. Caton,

Acting Secretary.

[FR Doc. 95–12109 Filed 5–16–95; 8:45 am]

BILLING CODE 6712–01–M

47 CFR Part 73

[MM Docket No. 95–65, RM–8595]

Radio Broadcasting Services; Billings,

MT

AGENCY: Federal Communications

Commission.

ACTION: Proposed rule.

SUMMARY: This document requests

comments on a petition filed by Conway

Broadcasting requesting the allotment of

Channel 242C1 to Billings, Montana.

Channel 242C1 can be allotted to

Billings without a site restriction at

coordinates 45–46–58 and 108–30–13.

DATES: Comments must be filed on or

before July 3, 1995, and reply comments

on or before July 18, 1995.

ADDRESSES: Federal Communications

Commission, Washington, D.C. 20554.

In addition to filing comments with the

FCC, interested parties should serve the

petitioner, or its counsel or consultant,

as follows: Lars Conway, Conway

Broadcasting, 4415 Freemont Ave.,

South, Minneapolis, Minnesota 55409.

FOR FURTHER INFORMATION CONTACT:

Kathleen Scheuerle, Mass Media

Bureau, (202) 418–2180.

SUPPLEMENTARY INFORMATION: This is a

summary of the Commission’s Notice of

Proposed Rule Making, MM Docket No.

95–65, adopted May 4, 1995, and

released May 12, 1995. The full text of

this Commission decision is available

for inspection and copying during

normal business hours in the

Commission’s Reference Center (Room

239), 1919 M Street, NW, Washington,

D.C. The complete text of this decision

may also be purchased from the

Commission’s copy contractors,

International Transcription Services,

Inc., 2100 M Street, NW, Suite 140,

Washington, D.C. 20037, (202) 857–

3800.

Provisions of the Regulatory

Flexibility Act of l980 do not apply to

this proceeding.

Members of the public should note

that from the time a Notice of Proposed

Rule Making is issued until the matter

is no longer subject to Commission

consideration or court review, all ex

parte contacts are prohibited in

Commission proceedings, such as this

one, which involve channel allotments.

See 47 CFR 1.1204(b) for rules

governing permissible ex parte contact.