Federal Register / Vol. 62, No. 178 / Monday, September 15, 1997 / Proposed Rules 48193

PER Flats—3/5 and Basic

Class and mailing CIN Human readable

content line

* * * * *

SCF sacks ........... 384 PER FLTS SCF

NON BC

* * * * *

[Amend Exhibit 1.3a by inserting the

following between 3-digit sacks and

ADC sacks for NEWS Flats—

Automation to read as follows:]

Class and mailing CIN Human readable

content line

NEWS Flats-Automation

* * * * *

SCF sacks ........... 477 NEWS FLTS SCF

BC

* * * * *

[Amend Exhibit 1.3a by inserting the

following between 3-digit sacks and

ADC sacks for NEWS Flats—3/5 and

Basic to read as follows:]

NEWS Flats—3/5 and Basic

Class and mailing CIN Human readable

content line

* * * * *

SCF sacks ........... 484 NEWS FLTS SCF

NON BC

* * * * *

M200 Periodicals (Nonautomation)

1.0 BASIC STANDARDS

* * * * *

1.5 Low-Volume Packages and Sacks

As a general exception to 2.4b through

2.4d and 3.1a through 3.1e, non-lettersize Periodicals may be prepared in

packages containing fewer than six

pieces, and in sacks containing as few

as one such package, when the

publisher determines that such

preparation improves service. These

low-volume packages may be placed on

5-digit, 3-digit, and SCF pallets under

M045.

1.6 Optional SCF Sack

Mailers of non-letter-size Periodicals

have the option to prepare an SCF sack

level. If mailers choose to prepare SCF

sacks, they must prepare them for all

SCF destinations in the mailing for

which there are 24 or more pieces

prepared in 5-digit or 3-digit packages,

under 3.1. When SCF sacks are

prepared, required origin/optional entry

3-digit sacks must not be prepared and

required origin/optional entry SCF sacks

must be prepared.

3.0 SACK PREPARATION (FLAT-SIZE

PIECES AND IRREGULAR PARCELS)

3.1 Sack Preparation

[Redesignate current 3.1e and 3.1f as

3.1f and 3.1g respectively; insert new

3.1e to read as follows:]

Sack size, preparation sequence, and

Line 1 labeling:

* * * * *

e. Optional SCF: required at 24 pieces

(no minimum for required origin/

optional entry SCF), optional with one

six-piece package minimum except

under 1.5; for Line 1, use L002, Column

C.

* * * * *

M820 Flat-Size Mail

1.0 BASIC STANDARDS

* * * * *

1.7 Exception-Periodicals

As a general exception to 3.1a, 3.1b,

and 3.2a through 3.2c, Periodicals may

be prepared in packages containing

fewer than six pieces, and in sacks

containing as few as one such package,

when the publisher determines that

such preparation improves service.

These low-volume packages may be

placed on 5-digit, 3-digit, and SCF

pallets under M045.

1.8 Optional SCF Sack—Periodicals

Mailers of Periodicals have the option

to prepare an SCF sack level. If mailers

choose to prepare SCF sacks, they must

prepare them for all SCF destinations in

the mailing for which there are 24 or

more pieces prepared in 5-digit or 3-

digit packages, under 3.2. When SCF

sacks are prepared, required origin/

optional entry 3-digit sacks must not be

prepared and required origin/optional

entry SCF sacks must be prepared.

* * * * *

3.0 PERIODICALS

* * * * *

3.2 Sack Preparation

[Renumber 3.2c and 3.2d as 3.2d and

3.2e respectively; add new 3.1c to read

as follows:]

Sack size, preparation sequence, and

Line 1 labeling:

* * * * *

c. Optional SCF: required at 24 pieces

(no minimum for required origin/

optional entry SCF), optional with one

six-piece package minimum except

under 1.7; for Line 1, use L002, Column

C.

* * * * *

An appropriate amendment to 39 CFR

111.3 to reflect these changes will be

published if the proposal is adopted.

Stanley F. Mires,

Chief Counsel, Legislative.

[FR Doc. 97–24306 Filed 9–12–97; 8:45 am]

BILLING CODE 7710–12–P

FEDERAL EMERGENCY

MANAGEMENT AGENCY

44 CFR Part 67

[Docket No. FEMA–7227]

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
48194 Federal Register / Vol. 62, No. 178 / Monday, September 15, 1997 / Proposed Rules

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 .................... Stuart (City) Martin

County.

St. Lucie River .................. Approximately 200 feet east of the intersection of U.S. 1 and Fern Avenue.*6 *10

Approximately 1500 feet east of the intersection of East Ocean Boulevard and

Flamingo Drive.

*6 *7

North Fork St. Lucie River Approximately 300 feet east of the intersection of East Ocean Boulevard and

Flamingo Drive.

None *7

Entire reach within community ................. *6 *9

South Fork St. Lucie River Approximately 300 feet west of the intersection of West 1st Street and Atlanta

Avenue.

*6 *9

Approximately 1000 feet southwest of the

intersection of South Carolina Drive

and Palm City Avenue.

*6 *7

Krueger Creek .................. Approximately 250 feet east of the intersection of East Ocean Boulevard and

Krueger Parkway.

*6 *7

Fraizer Creek .................... Approximately 50 feet south of the intersection of 7th Street and Colorado Avenue.*6 *7

Poppolton Creek ............... Approximately 300 feet south of the intersection of Federal Highway and Riverview Avenue.*6 *7

Approximately 0.4 mile east along

Central Parkway from intersection with

State Route 76.

None *7

Maps available for inspection at the Stuart City Hall, City Development Department, 121 S.W. Flagler Avenue, Stuart, Florida.

Send comments to Mr. David Collier, Stuart City Manager, 121 S.W. Flagler Avenue, Stuart, Florida 34994.

Georgia .................. Towns Country

(Unincorporated

Areas).

Kirby Branch ..................... At confluence with Fodder Creek ............. None *2,009

Approximately 3,700 feet upstream of

Fodder Creek Road.

None *2,089

Rocky Branch ................... At confluence with Fodder Creek ............. None *2,066

Approximately 2,150 feet upstream of

Fodder Creek Road.

None *2,129
Federal Register / Vol. 62, No. 178 / Monday, September 15, 1997 / Proposed Rules 48195

State City/town/county Source of flooding Location

#Depth in feet above

ground.

*Elevation in feet (NGVD)

Existing Modified

Hiawassee River .............. At Streakhill Road ..................................... None *1,936

Approximately 1,000 feet upstream of

confluence of Brown Branch.

None *2,061

Cynth Creek ..................... At confluence with Hiawassee River ........ None *1,945

Approximately 1.1 miles upstream of confluence with Hiawassee River.None *2,038

Wilson Cave Creek .......... At confluence with Hog Creek .................. None *1,952

Approximately 3,000 feet upstream of

Willshook Road.

None *2,067

Bell Creek ......................... At State Route 75 ..................................... None *1,935

At upstream county boundary .................. None *2,003

Fodder Creek ................... At Fodder Creek Road ............................. None *1,951

Approximately 750 feet upstream of confluence with Rocky Branch.None *2,076

Hooper Branch ................. At confluence with Fodder Creek ............. None *1,986

Approximately 2,700 feet upstream of

confluence with Fodder Creek.

None *2,015

Brasstown Creek .............. At downstream county boundary .............. None *1,714

Approximately 300 feet downstream of

Plott Town Road.

None *1,967

Crooked Creek ................. At confluence with Brasstown Creek ....... None *1,751

Approximately 1,400 feet upstream of Private Road.None *1,830

Byers Creek ...................... At confluence with Brasstown Creek ....... None *1,824

Approximately 1.04 miles upstream side

of Townsend Mill Road.

None *2,039

Hog Creek ........................ Approximately 1,100 feet downstream of

confluence with Wilson Cove Creek.

None *1,943

Approximately 0.96 mile upstream of

Barrett Road.

None *2,024

Owl Creek ......................... At confluence with Hiawassee River ........ None *1,993

Approximately 2,150 feet upstream side

of Owl Creek Road.

None 2,059

Mill Creek ......................... At confluence with Hiawassee River ........ None *2,005

Approximately 0.97 mile upstream side of

State Routes 17 and 75.

None *2,096

Tallulah River ................... Approximately 2.22 miles downstream of

county boundary.

None *2,324

At upstream county boundary .................. None *2,507

Maps available for inspection at the Towns County Office Building, 48 River Street, Suite I, Hiawassee, Georgia.

Send comments to Mr. Jack Dayton, Commissioner of Towns County, 48 River Street, Suite B, Hiawassee, Georgia 30546.

Georgia .................. Young Harris (City) Tributary to Brasstown

Creek.

200 feet downstream of confluence with

Brasstown Creek.

None *1,827

Towns County ........ Approximately 625 feet downstream of

Reed Street bridge.

*1,835 *1,836

Maps available for inspection at the Young Harris City Hall, 5187 Maple Street, Young Harris, Georgia.

Send comments to The Honorable Carless Sampson, Mayor of the City of Young Harris, P.O. Box 122, Young Harris, Georgia 30582.

Illinois ..................... Dixon (City) Lee

County.

Plum Creek ....................... Approximately 550 feet downstream of

Willett Avenue.

None *654

Approximately 525 feet upstream of Galena Avenue.None *718

Unnamed Tributary 1 to

Plum Creek.

Approximately 1,400 feet downstream of

Galena Avenue.

None *703

Approximately 150 feet upstream of Lowell Park Road.None *728

Maps available for inspection at the City Hall Building/Zoning Office, 121 West 2nd Street, Dixon, Illinois.

Send comments to The Honorable Donald Sheets, Mayor of the City of Dixon, 121 West 2nd Street, Dixon, Illinois 61021.

Illinois ..................... Lee County (Unincorporated

Areas).

Unnamed Tributary 1 to

Plum Creek.

At confluence with Plum Creek ................ None *684

Approximately 150 feet upstream of Lowell Park Road.None *728

Unnamed Tributary 2 to

Plum Creek.

At confluence with Plum Creek ................ None *719

Approximately 120 feet upstream of

Country Club Drive.

None *743
48196 Federal Register / Vol. 62, No. 178 / Monday, September 15, 1997 / Proposed Rules

State City/town/county Source of flooding Location

#Depth in feet above

ground.

*Elevation in feet (NGVD)

Existing Modified

Plum Creek ....................... Approximately 40 feet upstream of Palmyra Street.None *653

Approximately 100 feet upstream of Timber Creek Road.None *740

Maps available for inspection at the Lee County Zoning Office, 112 East 2nd Street, Dixon, Illinois.

Send comments to Mr. Jim Jones, Lee County Zoning Office, 112 East 2nd Street, Dixon, Illinois 61021.

Indiana ................... Ulen (Town) Boone

County.

New Reynolds Ditch ......... Approximately 500 feet downstream ........ *932 *930

At Elm Swamp Road ................................ *940 *939

Maps available for inspection at the Ulen Town Office, c/o Steve Million, 141 Ulen Boulevard, Lebanon, Indiana.

Send comments to Mr. Steve Miller, Ulen Clerk/Treasurer, 141 Ulen Boulevard, Lebanon, Indiana 46052.

Michigan ................. Bay De Noc (Township).Green Bay ........................ Entire shoreline within community ............ None *585

Delta County .......... Big Bay De Noc ................ Entire shoreline within community ............ None *585

Little Bay De Noc ............. Entire shoreline within community ............ None *585

Maps available for inspection at the Bay De Noc Township Supervisor’s Home Office, 5765 Olson V Point Five Lane, Rapid River, Michigan.

Send comments to Mr. Robert Olson, Bay De Noc Township Supervisor, 5765 Olson V Point Five Lane, Rapid River, Michigan 49878.

Michigan ................. Ensign (Township)

Delta County.

Little Bay De Noc ............. Entire shoreline within community ............ None *585

Big Bay De Noc ................ Entire shoreline within community ............ None *585

Maps available for inspection at the Ensign Township Office, 9332 County 511, West Point Five Road, Rapid River, Michigan.

Send comments to Mr. John Wolf, Ensign Township Supervisor, 9332 County 511, West Point Five Road, Rapid River, Michigan 49878.

New York ............... Henrietta (Town)

Monroe County.

East Branch Tributary Red

Creek.

Approximately 1,050 feet upstream of

confluence with East Branch Red

Creek.

*531 *530

Approximatey 190 feet upstream of State

Route 15A.

*571 *575

South Stem East Branch

Tributary Red Creek.

At confluence with East Branch Tributary

Red Creek.

*551 *553

Downstream side of State Route 15A ...... *573 *576

Maps available for inspection at the Henrietta Town Hall, 475 Calkins Road, Henrietta, New York.

Send comments to Mr. James R. Breese, Town of Henrietta Supervisor, 475 Calkins Road, Henrietta, New York 14467.

New York ............... South Bristol

(Town) Ontario

County.

Canandaigue Lake ........... Entire shoreline within community ............ None *692

Maps available for inspection at the South Bristol Town Hall, 6500 Gannett Hill Road, Naples, New York.

Send comments to Mr. Peter Blaisdell, Town of South Bristol Code Enforcement Officer, 6500 Gannett Hill Road, Naples, New York 14512.

North Carolina ........ Gaston County (Unincorporated

Areas).

Mountain Island Lake ....... Upstream side of Mountain Island Dam ... None *655

Approximately 6.3 miles upstream of

Mountain Island Dam.

None *657

Maps available for inspection at the Gaston County Planning/Code Enforcement Office, 212 West Main Avenue, Gastonia, North Carolina.

Send comments to Mr. Philip L. Hinely, Gaston County Manager, P.O. Box 1578, 212 West Main Avenue, Gastonia, North Carolina 28053–

1578.

North Carolina ........ Indian Beach

(Town) Carteret

County.

Atlantic Ocean .................. Approximately 150 feet south of the intersection of Salterpath Road (State

Route 58) and State Route 1192.

None *13

Approximatey 700 feet south of the intersection of Salterpath Road (State

Route 58) and State Route 1192.

*16 *19

Bogue Sound .................... Approximately 0.4 mile west/northwest of

the intersection of Salterpath Road

(State Route 58) and easternmost corporate limits.

None *6

Approximately 0.6 mile north of the intersection of Salterpath Road (State

Route 58) and State Route 1192.

*8 *7
Federal Register / Vol. 62, No. 178 / Monday, September 15, 1997 / Proposed Rules 48197

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 Indian Beach Town Hall, 1400 Salterpath Road, Indian Beach, North Carolina.

Send comments to The Honorable William L. Fugate, Mayor of the Town of Indian Beach, P.O. Box 306, Salterpath, North Carolina 28575.

Ohio ....................... Holland (Village)

Lucas County.

Maumee Bay .................... North side of Lakeview Avenue ............... None *579

Maps available for inspection at the Harbor View Village Hall, Council Room, 327 Lakeview Drive, Harbor View, Ohio.

Send comments to The Honorable Linda Sue Byrd, Mayor of the Village of Habor View, 327 Lakeview Drive, P.O. Box 96, Harbor View, Ohio

43434.

Ohio ....................... Harbor View (Village) Lucas

County.

Wolf Creek ........................ Approximately 1,200 feet downstream of

Hollaway Road.

None *617

Approximatey 700 feet upstream of

Hollaway Road.

None *620

Maps available at the Village of Holland Municipal Building, 1245 Clarion Street, Holland, Ohio.

Send comments to The Honorable Mile Yunker, Mayor of the Village of Holland, 1245 Clarion Street, Holland, Ohio 43528.

Ohio ....................... Lucas County (Unincorporated

Areas).

Wolf Creek ........................ Approximately 100 feet upstream of Holland-Sylvania Road.*608 *607

At confluence of Everett Ditch .................. *635 *636

Approximately 50 feet upstream of South

Eber Road.

None *659

Haefner Ditch ................... Approximately 680 feet downstream of I–

475.

None *638

At confluence of Vanderpool Ditch ........... None *641

Hill Ditch ........................... Approximately 450 feet downstream of I–

475.

*635 *637

At Central Avenue .................................... None *652

Zaleski Ditch ..................... At confluence with Cairl Ditch .................. None *641

At Whitehouse-Spencer Road .................. None *666

Stone Ditch ....................... Upstream side of Salisbury Road ............ None *641

Approximately 75 feet upstream of

Weckerly Road.

None *648

Potter Ditch ....................... Upstream side of Derbyshire Road .......... *635 *636

Approximately 0.4 mile upstream of

McCord Road.

None *649

Comstock Ditch ................ At confluence with Smith Ditch North ...... None *669

Approximately 140 feet upstream of Brint

Road.

None *677

Smith Ditch North ............. Approximately 1,150 feet upstream of

confluence with Tenmile Creek.

None *660

At confluence of Comstock Ditch ............. None *669

Sharp Ditch ....................... At confluence of Comstock Ditch ............. None *669

At Brint Road ............................................ None *677

Heldman Ditch (East) ....... Upstream side of Hill Avenue ................... *636 *635

Approximately 1,650 feet downstream of

Crissey Road.

None *669

Schrieber Ditch ................. Upstream side of Centennial Road .......... None *678

Approximately 0.6 mile upstream of

Winterhaven Drive.

None *685

Vanderpool Ditch .............. At the confluence with Haefner Ditch ....... None *641

At King Ditch ............................................. None *658

Smith Ditch (South) .......... At the confluence with Hill Ditch .............. *640 *641

At King Road ............................................ None *662

Blystone Ditch .................. Approximately 1,400 feet upstream of

Block Road.

*632 *633

Downstream side of State Route 64 ........ None *648

Swan Creek ...................... Approximately 1,400 feet downstream of

Whitehouse-Spencer Road.

*647 *646

Upstream side of Berkey-Southern Road None *648

Cairl Ditch ......................... At confluence with Wolf Creek ................. *610 *609

Approximately 50 feet downstream of

Perrysburg-Holland Road.

*610 *609

Approximately 200 feet downstream of

Ohio Turnpike.

None *639

Confluence of Zaleski Ditch ..................... None *641

Whidden Ditch .................. At confluence with Maumee River ........... None *595

Approximately 0.4 mile upstream of Norfolk and Western Railway.None *642
48198 Federal Register / Vol. 62, No. 178 / Monday, September 15, 1997 / Proposed Rules

State City/town/county Source of flooding Location

#Depth in feet above

ground.

*Elevation in feet (NGVD)

Existing Modified

Maumee River .................. Downstream side of Interstate 475 .......... *593 *595

Aproximately 1.1 miles upstream of Norfolk and Western Railway.*646 *650

Maumee Bay .................... Entire shoreline within the county ............ None *579

Maps available for inspection at the Lucas County Engineering Office, One Government Center, Suite 801, Toledo, Ohio.

Send comments to Ms. Sandy Isenburg, President of the Lucas County Commissioners, One Government Center, Suite 800, Toledo, Ohio

43604.

Ohio ....................... Sylvania (City)

Lucas County.

Schrieber Ditch ................. Approximately 850 feet downstream of

Centennial Road.

*672 *673

Downstream side of Centennial Road ..... *677 *676

Maps available for inspection at the City of Sylvania Administration Building/Services Department, 6730 Monroe Street, Suite 101, Sylvania,

Ohio.

Send comments to The Honorable Craig A. Stough, Mayor of the City of Sylvania, 6730 Monroe Street, Sylvania, Ohio 43560.

Ohio ....................... Toledo (City) Lucas

County.

Otter Creek ....................... Upstream side of Taylor Road ................. None *585

Downstream side of Seaman Street ........ None *585

Haefner Ditch ................... Approximately 330 feet upstream of Holland-Sylvania Road.*633 *634

Approximately 0.5 mile upstream of Holland-Sylvania Road.*637 *638

Hill Ditch ........................... Upstream side of Elmer Drive .................. None *627

Approximately 600 feet upstream of Orchard Hills Boulevard.None *637

Maumee River .................. Approximately 0.5 mile downstream of

Interstate 75 (Ohio Turnpike).

*579 *580

Approximately 0.5 mile downstream of

Interstate 80/90.

*580 *581

Delaware Creek ................ Confluence with Maumee River ............... *580 *581

Approximately 30 feet downstream of

Rohr Road.

*580 *581

Maps available for inspection at the City of Toledo Division of Building Inspection, One Government Center, Suite 1600, Toledo, Ohio.

Send comments to The Honorable Carleton Finkbeiner, Mayor of the City of Toledo, One Government Center, Suite 2200, Toledo, Ohio

43604.

Ohio ....................... Waterville (Village)

Lucas County.

Maumee River .................. Approximately 0.8 mile upstream of

Dutch Road.

*605 *607

Approximately 1.2 miles upstream of

Forst Road.

*622 *624

Maps available for inspection at the Waterville Village Hall, 25 North Second Street, Waterville, Ohio.

Send comments to The Honorable Dave Myerholtz, Mayor of the Village of Waterville, P.O. Box 140, 25 North Second Street, Waterville,

Ohio 43566.

Pennsylvania .......... Allison (Township)

Clinton County.

West Branch Susquehanna River.At confluence of Sugar Run ..................... *569 *572

At the upstream corporate limits .............. *576 *577

Sugar Run ........................ At confluence with West Branch Susquehanna River.*569 *572

Approximately 130 feet upstream of

Township Route 398.

*571 *572

Maps available for inspection at the home of the Allison Township Chairman, Glen Road, Mill Hall, Pennsylvania.

Send comments to Mr. Peter Spangler, Chairman of the Allison Township Board of Supervisors, P.O. Box 185, Mill Hall, Pennsylvania 17751.

Pennsylvania .......... Amity (Township)

Berks County.

Monocacy Creek .............. Upstream side of CONRAIL ..................... None *156

Approximately 300 feet upstream of

Monocacy Hill Road.

None *156

Maps available for inspection at the Amity Township Municipal Office, 2004 Weavertown Road, Douglassville, Pennsylvania.

Send comments to Mr. Barry Gross, Chairman of the Township of Amity Board of Supervisors, 2004 Weavertown Road, Douglasville, Pennsylvania 19518.

Pennsylvania .......... Exeter (Township)

Berks County.

Tributary B to Antietam

Creek.

At Exeter Road ......................................... None *390

Approximately 800 feet downstream of

Five Point Road.

None *538

Hersters Creek ................. Upstream side of CONRAIL ..................... None *169
Federal Register / Vol. 62, No. 178 / Monday, September 15, 1997 / Proposed Rules 48199

State City/town/county Source of flooding Location

#Depth in feet above

ground.

*Elevation in feet (NGVD)

Existing Modified

Approximately 0.5 mile downstream of

U.S. Route 422.

None *169

Maps available for inspection at the Township of Exeter Engineering Office, 4975 DeMoss Road, Reading, Pennsylvania.

Send comments to Ms. Linda Buler, Chairperson of the Township of Exeter Board of Supervisors, P.O. Box 4068, Reading, Pennsylvania

19606.

Pennsylvania .......... St. Marys (City) Elk

County.

Brewery Run ..................... Approximately 25 feet upstream of confluence with Elk Creek.*1,642 *1,643

Approximately 150 feet upstream of

Hagerty Road.

None *1,715

Maps available for inspection at the City Hall, 808 South Michael Road, St. Marys, Pennsylvania.

Send comments to Mr. Ken Gabler, St. Marys City Manager, P.O. Box 1994, 808 South Michael Road, St. Marys, Pennsylvania 15857.

Tennessee ............. Chattanooga (City)

Hamilton County.

Friar Branch ...................... At confluence with South Chickamauga

Creek.

*673 *670

Approximately 132 feet upstream of Noah

Reid Road.

*679 *678

Maps available for inspection at the Chattanooga Planning Commission, Chattanooga City Hall Annex, East 11th Street, Chattanooga, Tennessee.

Send comments to The Honorable Jon Kinsey, Mayor of the City of Chattanooga, Chattanooga City Hall, Suite 100, East 11th Street, Chattanooga, Tennessee 37402.

Tennessee ............. Cocke County (Unincorporated

Areas).

Pigeon River ..................... Approximately 1.4 miles downstream of

the confluence of Cosby Creek.

*1,110 *1,111

Approximately 0.35 mile upstream of Wilton Springs Road.*1,140 *1,139

Cosby Creek ..................... At confluence with Pigeon River .............. *1,132 *1,129

Approximately 70 feet upstream of of

Ballpark Road.

*1,326 *1,327

Maps available for inspection at the Cocke Courthouse, 111 Court Avenue, 360 East Main Street, Newport, Tennessee.

Send comments to Mr. Harold E. Cates, Cocke County Executive, Cocke County Courthouse Annex, Suite 146, 360 East Main Street, Newport, Tennessee 37821.

Tennessee ............. Oak Ridge (city)

Anderson and

Roane Counties.

Emory Valley Creek ......... Approximately 845 feet downstream of

Bay Path Drive.

*798 *799

Approximately .4 mile upstream of Columbia Drive.*836 *837

Brushy Fork Poplar Creek Approximately 1848 feet downstream of

County Road.

None *795

Approximately 650 feet upstream of

County Road.

None *798

Maps available for inspection at the Oak Ridge Municipal Building Implementation Development Department, 200 South Tulane Avenue, Oak

Ridge, Tennessee.

Send comments to The Honorable Kathleen Moore, Mayor of the City of Oak Ridge, P.O. Box 1, Oak Ridge, Tennessee 37830.

Virginia ................... Richmond (Independent City).James River ..................... At downstream corporate limits ................ *28 *27

At downstream side of Hollywood Dam ... *57 *58

Broad Rock Creek ............ At confluence with James River ............... *33 *32

Approximately 150 feet downstream of

Interstate 95.

*33 *32

Send comments to The Honorable Larry E. Chavis, Mayor of the City of Richmond, Richmond City Hall, 900 East Broad Street, Room 201,

Richmond, Virginia 23219.

Maps available for inspection at the Richmond Community Development Department, 900 East Broad Street, Room 110, Richmond, Virginia.

Wisconsin ............... Iowa County (Unincorporated

Areas).

Wisconsin River ................ At downstream county boundary .............. *681 *680

McKenzie Lake ................. At upstream county boundary .................. *733 *731

Maps available for inspection at the Iowa County Zoning Office, 222 North Iowa Street, Dodgeville, Wisconsin.

Send comments to Mr. Richard Scullion, Chairman of the Iowa County Board of Commissioners, Iowa County Courthouse, 222 North Iowa

Street, Dodgeville, Wisconsin 53533.

Wisconsin ............... Washburn County

(Unincorporated

Areas).

Middle McKenzie Lake ..... Entire shoreline with in community .......... None *989
48200 Federal Register / Vol. 62, No. 178 / Monday, September 15, 1997 / Proposed Rules

State City/town/county Source of flooding Location

#Depth in feet above

ground.

*Elevation in feet (NGVD)

Existing Modified

McKenzie Lake ................. Entire shoreline within community ............ None *990

Long Lake ......................... Entire shoreline within community ............ None *1227

Mud Lake .......................... Entire shoreline within community ............ None *1227

Send comments to Mr. Hubert Smith, Chairman of the Washburn County Board of Supervisors, 10 West 4th Avenue, Shell Lake, Wisconsin

54871.

Maps available for inspection at the Washburn County Zoning Administration, 10 West 4th Avenue, Shell Lake, Wisconsin.

(Catalog of Federal Domestic Assistance No.

83.100, ‘‘Flood Insurance’’)

Dated: September 4, 1997.

Michael J. Armstrong,

Associate Director for Mitigation.

[FR Doc. 97–24207 Filed 9–12–97; 8:45 am]

BILLING CODE 6718–04–P

DEPARTMENT OF DEFENSE

48 CFR Parts 204, 212, and 252

[DFARS Case 97–D005]

Defense Federal Acquisition

Regulation Supplement; Central

Contractor Registration

AGENCY: Department of Defense (DoD).

ACTION: Proposed rule with request for

comments.

SUMMARY: The Director of Defense

Procurement is proposing to amend the

Defense Federal Acquisition Regulation

Supplement (DFARS) to require

contractor registration in the DoD

Central Contractor Registration database

prior to award of any contract, basic

agreement, basic ordering agreement, or

blanket purchase agreement, unless the

award results from a solicitation issued

on or before March 31, 1998.

DATES: Comment date: Comments on the

proposed rule should be submitted in

writing to the address shown below on

or before November 14, 1997 to be

considered in the formulation of the

final rule.

ADDRESSES: Interested parties should

submit written comments to: Defense

Acquisition Regulations Council, Attn:

Ms. Sandra G. Haberlin, PDUSD (A&T)

DP (DAR), IMD 3D139, 3062 Defense

Pentagon, Washington, DC 20301–3062.

Telefax number (703) 602–0350.

E-mail comments submitted over the

Internet should be addressed to:

dfars@acq.osd.mil

Please cite DFARS Case 97–D005 in

all correspondence related to this issue.

E-mail correspondence should cite

DFARS Case 97–D005 in the subject

line.

FOR FURTHER INFORMATION CONTACT: Ms.

Sandra G. Haberlin, (703) 602–0131.

SUPPLEMENTARY INFORMATION:

A. Background

The President’s Executive

memorandum, Streamlining

Procurement through Electronic

Commerce, dated October 26, 1993,

directed Federal Government agencies

to streamline and simplify procurement

through use of electronic commerce. To

achieve this goal, the final report,

Streamlining Procurement through

Electronic Commerce, dated October 13,

1994, was issued to define the

Government’s electronic commerce

architecture and implementation plan.

This plan includes centralizing

electronic commerce registration;

collecting business information,

including procurement data, from each

contractor into a database at the time of

registration; and adopting the Data

Universal Numbering System (DUNS)

number as the industry-standard

Governmentwide company identifier

code.

In addition, the Debt Collection

Improvement Act of 1996 (Section

31001 of Public Law 104–134) was

enacted on April 26, 1996. Subsection

31001(i) amends 31 U.S.C. 7701 by

requiring each contractor doing business

with the Government to furnish its

taxpayer identification number (TIN).

Subsection 31001(x) amends 31 U.S.C.

3332 by requiring, with few exceptions,

that payments be made by electronic

fund transfer (EFT).

This proposed rule requires contractor

registration in a DoD Central Contractor

Registration (CCR) database prior to

award of a contract, basic agreement,

basic ordering agreement, or blanket

purchase agreement, unless the award

results from a solicitation issued on or

before March 31, 1998. The rule requires

that contractors register on a one-time

basis, and confirm on an annual basis

that their CCR registration is accurate

and complete. The objectives of this rule

are (1) to more efficiently comply with

Public Law 104–134 by using a central

DoD repository to collect statutorily

required TINs and EFT information; (2)

to simplify and streamline procurement

by presenting ‘‘one DoD face to

industry,’’ and, thereby, eliminating

duplicate requirements and processes;

and (3) to increase visibility of vendor

sources for specific supplies and

services.

The following CCR Application Form

illustrates the data that contractors will

be required to provide in order to

register in the CCR:

BILLING CODE 5000–04–M