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

PER Flats—3/5 and Basic prepared, required origin/optional entry under 1.7; for Line 1, use L002, Column 3-digit sacks must not be prepared and C. Human readable required origin/optional entry SCF sacks Class and mailing CIN content line * * * * * must be prepared. An appropriate amendment to 39 CFR 3.0 SACK PREPARATION (FLAT-SIZE 111.3 to reflect these changes will be ***** PIECES AND IRREGULAR PARCELS) published if the proposal is adopted. SCF sacks ...... 384 PER FLTS SCF Stanley F. Mires, NON BC 3.1 Sack Preparation Chief Counsel, Legislative. [Redesignate current 3.1e and 3.1f as ***** [FR Doc. 97–24306 Filed 9–12–97; 8:45 am] 3.1f and 3.1g respectively; insert new BILLING CODE 7710±12±P [Amend Exhibit 1.3a by inserting the 3.1e to read as follows:] following between 3-digit sacks and Sack size, preparation sequence, and ADC sacks for NEWS Flats— Line 1 labeling: FEDERAL EMERGENCY Automation to read as follows:] MANAGEMENT AGENCY * * * * * Human readable e. Optional SCF: required at 24 pieces 44 CFR Part 67 Class and mailing CIN content line (no minimum for required origin/ optional entry SCF), optional with one [Docket No. FEMA±7227] NEWS Flats-Auto- six-piece package minimum except mation under 1.5; for Line 1, use L002, Column Proposed Flood Elevation C. Determinations ***** SCF sacks ...... 477 NEWS FLTS SCF * * * * * AGENCY: Federal Emergency BC M820 Flat-Size Mail Management Agency, FEMA. ACTION: Proposed rule. ***** 1.0 BASIC STANDARDS * * * * * SUMMARY: Technical information or [Amend Exhibit 1.3a by inserting the comments are requested on the following between 3-digit sacks and 1.7 Exception-Periodicals proposed base (1% annual chance) flood ADC sacks for NEWS Flats—3/5 and As a general exception to 3.1a, 3.1b, elevations and proposed base flood Basic to read as follows:] and 3.2a through 3.2c, Periodicals may elevation modifications for the NEWS Flats—3/5 and Basic be prepared in packages containing communities listed below. The base fewer than six pieces, and in sacks flood elevations are the basis for the floodplain management measures that Class and mailing CIN Human readable containing as few as one such package, content line when the publisher determines that the community is required either to such preparation improves service. adopt or to show evidence of being already in effect in order to qualify or ***** These low-volume packages may be SCF sacks ...... 484 NEWS FLTS SCF placed on 5-digit, 3-digit, and SCF remain qualified for participation in the NON BC pallets under M045. National Flood Insurance Program (NFIP). 1.8 Optional SCF Sack—Periodicals ***** DATES: The comment period is ninety Mailers of Periodicals have the option (90) days following the second M200 Periodicals (Nonautomation) to prepare an SCF sack level. If mailers publication of this proposed rule in a choose to prepare SCF sacks, they must newspaper of local circulation in each 1.0 BASIC STANDARDS prepare them for all SCF destinations in community. * * * * * the mailing for which there are 24 or ADDRESSES: The proposed base flood more pieces prepared in 5-digit or 3- 1.5 Low-Volume Packages and Sacks elevations for each community are digit packages, under 3.2. When SCF available for inspection at the office of As a general exception to 2.4b through sacks are prepared, required origin/ the Chief Executive Officer of each 2.4d and 3.1a through 3.1e, non-letter- optional entry 3-digit sacks must not be community. The respective addresses size Periodicals may be prepared in prepared and required origin/optional are listed in the following table. packages containing fewer than six entry SCF sacks must be prepared. FOR FURTHER INFORMATION CONTACT: pieces, and in sacks containing as few * * * * * as one such package, when the Frederick H. Sharrocks, Jr., Chief, publisher determines that such 3.0 PERIODICALS Hazard Identification Branch, Mitigation Directorate, 500 C Street SW., preparation improves service. These * * * * * low-volume packages may be placed on Washington, DC 20472, (202) 646–2796. 5-digit, 3-digit, and SCF pallets under 3.2 Sack Preparation SUPPLEMENTARY INFORMATION: The M045. [Renumber 3.2c and 3.2d as 3.2d and Federal Emergency Management Agency (FEMA or Agency) proposes to make 1.6 Optional SCF Sack 3.2e respectively; add new 3.1c to read as follows:] determinations of base flood elevations Mailers of non-letter-size Periodicals and modified base flood elevations for have the option to prepare an SCF sack Sack size, preparation sequence, and each community listed below, in level. If mailers choose to prepare SCF Line 1 labeling: accordance with section 110 of the sacks, they must prepare them for all * * * * * Flood Disaster Protection Act of 1973, SCF destinations in the mailing for c. Optional SCF: required at 24 pieces 42 U.S.C. 4104, and 44 CFR 67.4(a). which there are 24 or more pieces (no minimum for required origin/ These proposed base flood and prepared in 5-digit or 3-digit packages, optional entry SCF), optional with one modified base flood elevations, together under 3.1. When SCF sacks are six-piece package minimum except 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 Regulatory Flexibility Act. Executive Order 12778, Civil Justice minimum that are required. They The Associate Director, Mitigation Reform. should not be construed to mean that Directorate, certifies that this proposed This proposed rule meets the the community must change any rule is exempt from the requirements of existing ordinances that are more applicable standards of section 2(b)(2) of the Regulatory Flexibility Act because Executive Order 12778. stringent in their floodplain proposed or modified base flood management requirements. The elevations are required by the Flood List of Subjects in 44 CFR Part 67 community may at any time enact Disaster Protection Act of 1973, 42 stricter requirements of its own, or U.S.C. 4104, and are required to Administrative practice and pursuant to policies established by other establish and maintain community procedure, Flood insurance, Reporting Federal, state or regional entities. These eligibility in the National Flood and recordkeeping requirements. proposed elevations are used to meet Insurance Program. As a result, a Accordingly, 44 CFR part 67 is the floodplain management regulatory flexibility analysis has not proposed to be amended as follows: requirements of the NFIP and are also been prepared. used to calculate the appropriate flood Regulatory Classification PART 67Ð[AMENDED] insurance premium rates for new This proposed rule is not a significant buildings built after these elevations are 1. The authority citation for part 67 regulatory action under the criteria of continues to read as follows: made final, and for the contents in these section 3(f) of Executive Order 12866 of buildings. September 30, 1993, Regulatory Authority: 42 U.S.C. 4001 et seq.; Planning and Review, 58 FR 51735. Reorganization Plan No. 3 of 1978, 3 CFR, National Environmental Policy Act 1978 Comp., p. 329; E.O. 12127, 44 FR 19367, Executive Order 12612, Federalism This proposed rule is categorically 3 CFR, 1979 Comp., p. 376. excluded from the requirements of 44 This proposed rule involves no § 67.4 [Amended] CFR Part 10, Environmental policies that have federalism Consideration. No environmental implications under Executive Order 2. The tables published under the authority of § 67.4 are proposed to be impact assessment has been prepared. 12612, Federalism, dated October 26, 1987. amended as follows:

#Depth in feet above ground. State City/town/county Source of flooding Location *Elevation in feet (NGVD) Existing Modified

Florida ...... Stuart (City) Martin St. Lucie River ...... Approximately 200 feet east of the inter- *6 *10 County. section of U.S. 1 and Fern Avenue. Approximately 1500 feet east of the inter- *6 *7 section of East Ocean Boulevard and Flamingo Drive. North Fork St. Lucie River Approximately 300 feet east of the inter- None *7 section of East Ocean Boulevard and Flamingo Drive. Entire reach within community ...... *6 *9 South Fork St. Lucie River Approximately 300 feet west of the inter- *6 *9 section of West 1st Street and Avenue. Approximately 1000 feet southwest of the *6 *7 intersection of South Carolina Drive and Palm City Avenue. Krueger Creek ...... Approximately 250 feet east of the inter- *6 *7 section of East Ocean Boulevard and Krueger Parkway. Fraizer Creek ...... Approximately 50 feet south of the inter- *6 *7 section of 7th Street and Colorado Av- enue. Poppolton Creek ...... Approximately 300 feet south of the inter- *6 *7 section of Federal Highway and River- view Avenue. Approximately 0.4 mile east along None *7 Central Parkway from intersection with State Route 76. 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 Kirby Branch ...... At confluence with Fodder Creek ...... None *2,009 (Unincorporated Areas). Approximately 3,700 feet upstream of None *2,089 Fodder Creek Road. Rocky Branch ...... At confluence with Fodder Creek ...... None *2,066 Approximately 2,150 feet upstream of None *2,129 Fodder Creek Road. Federal Register / Vol. 62, No. 178 / Monday, September 15, 1997 / Proposed Rules 48195

#Depth in feet above ground. State City/town/county Source of flooding Location *Elevation in feet (NGVD) Existing Modified

Hiawassee River ...... At Streakhill Road ...... None *1,936 Approximately 1,000 feet upstream of None *2,061 confluence of Brown Branch. Cynth Creek ...... At confluence with Hiawassee River ...... None *1,945 Approximately 1.1 miles upstream of con- None *2,038 fluence with Hiawassee River. Wilson Cave Creek ...... At confluence with Hog Creek ...... None *1,952 Approximately 3,000 feet upstream of None *2,067 Willshook Road. 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 con- None *2,076 fluence with Rocky Branch. Hooper Branch ...... At confluence with Fodder Creek ...... None *1,986 Approximately 2,700 feet upstream of None *2,015 confluence with Fodder Creek. Brasstown Creek ...... At downstream county boundary ...... None *1,714 Approximately 300 feet downstream of None *1,967 Plott Town Road. Crooked Creek ...... At confluence with Brasstown Creek ...... None *1,751 Approximately 1,400 feet upstream of Pri- None *1,830 vate Road. Byers Creek ...... At confluence with Brasstown Creek ...... None *1,824 Approximately 1.04 miles upstream side None *2,039 of Townsend Mill Road. Hog Creek ...... Approximately 1,100 feet downstream of None *1,943 confluence with Wilson Cove Creek. Approximately 0.96 mile upstream of None *2,024 Barrett Road. Owl Creek ...... At confluence with Hiawassee River ...... None *1,993 Approximately 2,150 feet upstream side None 2,059 of Owl Creek Road. Mill Creek ...... At confluence with Hiawassee River ...... None *2,005 Approximately 0.97 mile upstream side of None *2,096 State Routes 17 and 75. Tallulah River ...... Approximately 2.22 miles downstream of None *2,324 county boundary. At upstream county boundary ...... None *2,507 Maps available for inspection at the Towns County Office Building, 48 River Street, Suite I, Hiawassee, . 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 200 feet downstream of confluence with None *1,827 Creek. Brasstown Creek. Towns County ...... Approximately 625 feet downstream of *1,835 *1,836 Reed Street bridge. 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 Plum Creek ...... Approximately 550 feet downstream of None *654 County. Willett Avenue. Approximately 525 feet upstream of Ga- None *718 lena Avenue. Unnamed Tributary 1 to Approximately 1,400 feet downstream of None *703 Plum Creek. Galena Avenue. Approximately 150 feet upstream of Low- None *728 ell Park Road. 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 (Unin- Unnamed Tributary 1 to At confluence with Plum Creek ...... None *684 corporated Plum Creek. Areas). Approximately 150 feet upstream of Low- None *728 ell Park Road. Unnamed Tributary 2 to At confluence with Plum Creek ...... None *719 Plum Creek. Approximately 120 feet upstream of None *743 Country Club Drive. 48196 Federal Register / Vol. 62, No. 178 / Monday, September 15, 1997 / Proposed Rules

#Depth in feet above ground. State City/town/county Source of flooding Location *Elevation in feet (NGVD) Existing Modified

Plum Creek ...... Approximately 40 feet upstream of Pal- None *653 myra Street. Approximately 100 feet upstream of Tim- None *740 ber Creek Road. 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 New Reynolds Ditch ...... Approximately 500 feet downstream ...... *932 *930 County. 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 (Town- Green Bay ...... Entire shoreline within community ...... None *585 ship). 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) Little Bay De Noc ...... Entire shoreline within community ...... None *585 Delta County. 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) East Branch Tributary Red Approximately 1,050 feet upstream of *531 *530 Monroe County. Creek. confluence with East Branch Red Creek. Approximatey 190 feet upstream of State *571 *575 Route 15A. South Stem East Branch At confluence with East Branch Tributary *551 *553 Tributary Red Creek. Red Creek. 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 Canandaigue Lake ...... Entire shoreline within community ...... None *692 (Town) Ontario County. 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 (Un- Mountain Island Lake ...... Upstream side of Mountain Island Dam ... None *655 incorporated Areas). Approximately 6.3 miles upstream of None *657 Mountain Island Dam. 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 Atlantic Ocean ...... Approximately 150 feet south of the inter- None *13 (Town) Carteret section of Salterpath Road (State County. Route 58) and State Route 1192. Approximatey 700 feet south of the inter- *16 *19 section of Salterpath Road (State Route 58) and State Route 1192. Bogue Sound ...... Approximately 0.4 mile west/northwest of None *6 the intersection of Salterpath Road (State Route 58) and easternmost cor- porate limits. Approximately 0.6 mile north of the inter- *8 *7 section of Salterpath Road (State Route 58) and State Route 1192. Federal Register / Vol. 62, No. 178 / Monday, September 15, 1997 / Proposed Rules 48197

#Depth in feet above ground. State City/town/county Source of flooding Location *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) Maumee Bay ...... North side of Lakeview Avenue ...... None *579 Lucas County. 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 (Vil- Wolf Creek ...... Approximately 1,200 feet downstream of None *617 lage) Lucas Hollaway Road. County. Approximatey 700 feet upstream of None *620 Hollaway Road. 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 (Un- Wolf Creek ...... Approximately 100 feet upstream of Hol- *608 *607 incorporated land-Sylvania Road. Areas). At confluence of Everett Ditch ...... *635 *636 Approximately 50 feet upstream of South None *659 Eber Road. Haefner Ditch ...... Approximately 680 feet downstream of I± None *638 475. At confluence of Vanderpool Ditch ...... None *641 Hill Ditch ...... Approximately 450 feet downstream of I± *635 *637 475. 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 None *648 Weckerly Road. Potter Ditch ...... Upstream side of Derbyshire Road ...... *635 *636 Approximately 0.4 mile upstream of None *649 McCord Road. Comstock Ditch ...... At confluence with Smith Ditch North ...... None *669 Approximately 140 feet upstream of Brint None *677 Road. Smith Ditch North ...... Approximately 1,150 feet upstream of None *660 confluence with Tenmile Creek. 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 None *669 Crissey Road. Schrieber Ditch ...... Upstream side of Centennial Road ...... None *678 Approximately 0.6 mile upstream of None *685 Winterhaven Drive. 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 *632 *633 Block Road. Downstream side of State Route 64 ...... None *648 Swan Creek ...... Approximately 1,400 feet downstream of *647 *646 Whitehouse-Spencer Road. Upstream side of Berkey-Southern Road None *648 Cairl Ditch ...... At confluence with Wolf Creek ...... *610 *609 Approximately 50 feet downstream of *610 *609 Perrysburg-Holland Road. Approximately 200 feet downstream of None *639 . Confluence of Zaleski Ditch ...... None *641 Whidden Ditch ...... At confluence with Maumee River ...... None *595 Approximately 0.4 mile upstream of Nor- None *642 folk and Western Railway. 48198 Federal Register / Vol. 62, No. 178 / Monday, September 15, 1997 / Proposed Rules

#Depth in feet above ground. State City/town/county Source of flooding Location *Elevation in feet (NGVD) Existing Modified

Maumee River ...... Downstream side of ...... *593 *595 Aproximately 1.1 miles upstream of Nor- *646 *650 folk and Western Railway. 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) Schrieber Ditch ...... Approximately 850 feet downstream of *672 *673 Lucas County. Centennial Road. 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 Otter Creek ...... Upstream side of Taylor Road ...... None *585 County. Downstream side of Seaman Street ...... None *585 Haefner Ditch ...... Approximately 330 feet upstream of Hol- *633 *634 land-Sylvania Road. Approximately 0.5 mile upstream of Hol- *637 *638 land-Sylvania Road. Hill Ditch ...... Upstream side of Elmer Drive ...... None *627 Approximately 600 feet upstream of Or- None *637 chard Hills Boulevard. Maumee River ...... Approximately 0.5 mile downstream of *579 *580 (Ohio Turnpike). Approximately 0.5 mile downstream of *580 *581 /90. Delaware Creek ...... Confluence with Maumee River ...... *580 *581 Approximately 30 feet downstream of *580 *581 Rohr Road. 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) Maumee River ...... Approximately 0.8 mile upstream of *605 *607 Lucas County. Dutch Road. Approximately 1.2 miles upstream of *622 *624 Forst Road. 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) West Branch Susque- At confluence of Sugar Run ...... *569 *572 Clinton County. hanna River. At the upstream corporate limits ...... *576 *577 Sugar Run ...... At confluence with West Branch Susque- *569 *572 hanna River. Approximately 130 feet upstream of *571 *572 Township Route 398. 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) Monocacy Creek ...... Upstream side of CONRAIL ...... None *156 Berks County. Approximately 300 feet upstream of None *156 Monocacy Hill Road. 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, Penn- sylvania 19518.

Pennsylvania ...... Exeter (Township) Tributary B to Antietam At Exeter Road ...... None *390 Berks County. Creek. Approximately 800 feet downstream of None *538 Five Point Road. Hersters Creek ...... Upstream side of CONRAIL ...... None *169 Federal Register / Vol. 62, No. 178 / Monday, September 15, 1997 / Proposed Rules 48199

#Depth in feet above ground. State City/town/county Source of flooding Location *Elevation in feet (NGVD) Existing Modified

Approximately 0.5 mile downstream of None *169 U.S. Route 422. 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 Brewery Run ...... Approximately 25 feet upstream of con- *1,642 *1,643 County. fluence with Elk Creek. Approximately 150 feet upstream of None *1,715 Hagerty Road. 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) Friar Branch ...... At confluence with South Chickamauga *673 *670 Hamilton County. Creek. Approximately 132 feet upstream of Noah *679 *678 Reid Road. Maps available for inspection at the Chattanooga Planning Commission, Chattanooga City Hall Annex, East 11th Street, Chattanooga, Ten- nessee. Send comments to The Honorable Jon Kinsey, Mayor of the City of Chattanooga, Chattanooga City Hall, Suite 100, East 11th Street, Chat- tanooga, Tennessee 37402.

Tennessee ...... Cocke County (Un- Pigeon River ...... Approximately 1.4 miles downstream of *1,110 *1,111 incorporated the confluence of Cosby Creek. Areas). Approximately 0.35 mile upstream of Wil- *1,140 *1,139 ton Springs Road. Cosby Creek ...... At confluence with Pigeon River ...... *1,132 *1,129 Approximately 70 feet upstream of of *1,326 *1,327 Ballpark Road. 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, New- port, Tennessee 37821.

Tennessee ...... Oak Ridge (city) Emory Valley Creek ...... Approximately 845 feet downstream of *798 *799 Anderson and Bay Path Drive. Roane Counties. Approximately .4 mile upstream of Co- *836 *837 lumbia Drive. Brushy Fork Poplar Creek Approximately 1848 feet downstream of None *795 County Road. Approximately 650 feet upstream of None *798 County Road. 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 (Inde- James River ...... At downstream corporate limits ...... *28 *27 pendent City). At downstream side of Hollywood Dam ... *57 *58 Broad Rock Creek ...... At confluence with James River ...... *33 *32 Approximately 150 feet downstream of *33 *32 Interstate 95. 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 (Unin- Wisconsin River ...... At downstream county boundary ...... *681 *680 corporated Areas). 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 Middle McKenzie Lake ..... Entire shoreline with in community ...... None *989 (Unincorporated Areas). 48200 Federal Register / Vol. 62, No. 178 / Monday, September 15, 1997 / Proposed Rules

#Depth in feet above ground. State City/town/county Source of flooding Location *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. Acquisition Regulations Council, Attn: In addition, the Debt Collection 83.100, ‘‘Flood Insurance’’) Ms. Sandra G. Haberlin, PDUSD (A&T) Improvement Act of 1996 (Section Dated: September 4, 1997. DP (DAR), IMD 3D139, 3062 Defense 31001 of Public Law 104–134) was Michael J. Armstrong, Pentagon, Washington, DC 20301–3062. enacted on April 26, 1996. Subsection Associate Director for Mitigation. Telefax number (703) 602–0350. 31001(i) amends 31 U.S.C. 7701 by [FR Doc. 97–24207 Filed 9–12–97; 8:45 am] E-mail comments submitted over the requiring each contractor doing business BILLING CODE 6718±04±P Internet should be addressed to: with the Government to furnish its [email protected] taxpayer identification number (TIN). Please cite DFARS Case 97–D005 in Subsection 31001(x) amends 31 U.S.C. all correspondence related to this issue. DEPARTMENT OF DEFENSE 3332 by requiring, with few exceptions, E-mail correspondence should cite that payments be made by electronic 48 CFR Parts 204, 212, and 252 DFARS Case 97–D005 in the subject fund transfer (EFT). line. [DFARS Case 97±D005] This proposed rule requires contractor FOR FURTHER INFORMATION CONTACT: Ms. registration in a DoD Central Contractor Sandra G. Haberlin, (703) 602–0131. Defense Federal Acquisition Registration (CCR) database prior to Regulation Supplement; Central SUPPLEMENTARY INFORMATION: award of a contract, basic agreement, Contractor Registration basic ordering agreement, or blanket A. Background purchase agreement, unless the award AGENCY: Department of Defense (DoD). The President’s Executive results from a solicitation issued on or ACTION: Proposed rule with request for memorandum, Streamlining before March 31, 1998. The rule requires comments. Procurement through Electronic that contractors register on a one-time Commerce, dated October 26, 1993, basis, and confirm on an annual basis SUMMARY: The Director of Defense directed Federal Government agencies that their CCR registration is accurate Procurement is proposing to amend the to streamline and simplify procurement and complete. The objectives of this rule Defense Federal Acquisition Regulation through use of electronic commerce. To are (1) to more efficiently comply with Supplement (DFARS) to require achieve this goal, the final report, Public Law 104–134 by using a central contractor registration in the DoD Streamlining Procurement through DoD repository to collect statutorily Central Contractor Registration database Electronic Commerce, dated October 13, required TINs and EFT information; (2) prior to award of any contract, basic 1994, was issued to define the to simplify and streamline procurement agreement, basic ordering agreement, or Government’s electronic commerce by presenting ‘‘one DoD face to blanket purchase agreement, unless the architecture and implementation plan. industry,’’ and, thereby, eliminating award results from a solicitation issued This plan includes centralizing duplicate requirements and processes; on or before March 31, 1998. electronic commerce registration; and (3) to increase visibility of vendor DATES: Comment date: Comments on the collecting business information, sources for specific supplies and proposed rule should be submitted in including procurement data, from each services. writing to the address shown below on contractor into a database at the time of or before November 14, 1997 to be registration; and adopting the Data The following CCR Application Form considered in the formulation of the Universal Numbering System (DUNS) illustrates the data that contractors will final rule. number as the industry-standard be required to provide in order to ADDRESSES: Interested parties should Governmentwide company identifier register in the CCR: submit written comments to: Defense code. BILLING CODE 5000±04±M