Proposed Flood Elevation Determinations,
[Federal Register: January 16, 2008 (Volume 73, Number 11)]
[Proposed Rules]
[Page 2873-2880]
From the Federal Register Online via GPO Access [wais.access.gpo.gov]
[DOCID:fr16ja08-27]
DEPARTMENT OF HOMELAND SECURITY
Federal Emergency Management Agency
[Docket No. FEMA-B-7758]
Proposed Flood Elevation Determinations
AGENCY: Federal Emergency Management Agency, DHS.
ACTION: Proposed rule.
SUMMARY: Comments are requested on the proposed Base (1 percent annual- chance) Flood Elevations (BFEs) and proposed BFE modifications for the communities listed in the table below. The purpose of this notice is to seek general information and comment regarding the proposed regulatory flood elevations for the reach described by the downstream and upstream locations in the table below. The BFEs and modified BFEs are a part of the floodplain management measures that the community is required either to adopt or show evidence of having in effect in order to qualify or remain qualified for participation in the National Flood Insurance Program (NFIP). In addition, these elevations, once finalized, will be used by insurance agents, and others to calculate appropriate flood insurance premium rates for new buildings and the contents in those buildings.
DATES: Comments are to be submitted on or before April 15, 2008.
ADDRESSES: The corresponding preliminary Flood Insurance Rate Map (FIRM) for the proposed BFEs for each community are available for inspection at the community's map repository. The respective addresses are listed in the table below.
You may submit comments, identified by Docket No. FEMA-B-7758, to William R. Blanton, Jr., Chief, Engineering Management Branch, Mitigation Directorate, Federal Emergency Management Agency, 500 C Street, SW., Washington, DC 20472, (202) 646-3151, or (e-mail) bill.blanton@dhs.gov.
FOR FURTHER INFORMATION CONTACT: William R. Blanton, Jr., Chief, Engineering Management Branch, Mitigation Directorate, Federal Emergency Management Agency, 500 C Street, SW., Washington, DC 20472, (202) 646-3151 or (e-mail) bill.blanton@dhs.gov.
SUPPLEMENTARY INFORMATION: The Federal Emergency Management Agency (FEMA) proposes to make determinations of BFEs and modified BFEs 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 BFEs and modified BFEs, 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.
Comments on any aspect of the Flood Insurance Study and FIRM, other than the proposed BFEs, will be considered. A letter acknowledging receipt of any comments will not be sent.
Administrative Procedure Act Statement. This matter is not a rulemaking governed by the Administrative Procedure Act (APA), 5 U.S.C. 553. FEMA publishes flood elevation determinations for notice and comment; however, they are governed by the Flood Disaster Protection Act of 1973, 42 U.S.C. 4105, and the National Flood Insurance Act of 1968, 42 U.S.C. 4001 et seq., and do not fall under the APA.
[[Page 2874]]
National Environmental Policy Act. This proposed rule is categorically excluded from the requirements of 44 CFR part 10, Environmental Consideration. An environmental impact assessment has not been prepared.
Regulatory Flexibility Act. As flood elevation determinations are not within the scope of the Regulatory Flexibility Act, 5 U.S.C. 601- 612, a regulatory flexibility analysis is not required.
Executive Order 12866, Regulatory Planning and Review. This proposed rule is not a significant regulatory action under the criteria of section 3(f) of Executive Order 12866, as amended.
Executive Order 13132, Federalism. This proposed rule involves no policies that have federalism implications under Executive Order 13132.
Executive Order 12988, Civil Justice Reform. This proposed rule meets the applicable standards of Executive Order 12988.
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]
-
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.
Sec. 67.4 [Amended]
-
The tables published under the authority of Sec. 67.4 are proposed to be amended as follows:
* Elevation in feet (NGVD) + Elevation in feet (NAVD) State
City/town/county
Source of flooding
Location**
Depth in feet above ground
Existing Modified
City of Warren, Ohio
Ohio................................. City of Warren.......... Duck Creek............................... Mouth at Mahoning River...................................
None
+891 About 600 feet downstream of Risher St....................
None
+891
* National Geodetic Vertical Datum. Depth in feet above ground. + North American Vertical Datum. ** BFEs to be changed include the listed downstream and upstream BFEs, and include BFEs located on the stream reach between the referenced locations above. Please refer to the revised Flood Insurance Rate Map located at the community map repository (see below) for exact locations of all BFEs to be changed
.Send comments to William R. Blanton, Jr., Chief, Engineering Management Branch, Mitigation Directorate, Federal Emergency Management Agency, 500 C Street SW., Washington, DC 20472.
ADDRESSES City of Warren Maps are available for inspection at 540 Laird Avenue SE, Warren, OH 44484.
* Elevation in (NGVD) + Elevation in feet Location of referenced (NAVD) Depth Flooding source(s)
elevation **
in feet above ground Communities affected
Effective Modified
Randall County, Texas, and Incorporated Areas
Palo Duro Creek..................... Confluence with Prairie
*3482
+3484 Unincorporated Areas of Dog Town Fork of Red
Randall County. River. Intersection with West
*3560
+3562 Country Club Road. Playa Lake 11....................... Approximately 500 feet
None
+3646 City of Amarillo, south of the
Unincorporated Areas intersection of Bell
of Randall County. St. and Attebury Dr. Playa Lake 13....................... Approximately 2500 feet
None
+3626 City of Amarillo, southeast of the
Unincorporated Areas intersection of West
of Randall County. 335 South LP and Valleyview Drive. Playa Lake 14...................... Approximately 100 feet
*3657
+3658 City of Amarillo. south of Winners Circle. Playa Lake 16...................... Approximately 350 feet
*3625
+3627 City of Amarillo. south of S. Hayden and SW 48th Ave. intersection. Playa Lake 18...................... Approximately 1000 feet
None
+3583 Unincorporated Areas of south of Farmers Ave.
Randall County. and Tradewind St. Playa Lake 19....................... Approximately 1200 feet
*3633
+3635 City of Amarillo. east of SW 42nd Ave. and S. Harrison St. intersection. Playa Lake 20 (Gooch Lake)......... Approximately 5000 ft.
*3574
+3579 City of Amarillo. south of SE 34th Ave. and S. Manhattan St. intersection. Playa Lake 3....................... Approximately 1000 feet
None
+3710 Unincorporated Areas of north of Ascension
Randall County. Parkway. Playa Lake 34...................... Approximately 4600 feet
None
+3553 Unincorporated Areas of southwest of Highway
Randall County. 287 and S. Parsley Rd. intersection.
[[Page 2875]]
Playa Lake 4........................ W CR 58 and Helium Road
None
+3699 Unincorporated Areas of Randall County. Playa Lake 5 (McDonald Lake)........ Approximately 1100 feet
*3688
+3687 City of Amarillo. southeast of S. Coulter St. and SW 45th St. intersection. Playa Lake 7........................ Approximately 100 feet
None
+3675 City of Amarillo, north of W. 77th Ave.
Unincorporated Areas and Cody Dr.
of Randall County. Playa Lake 8........................ Approximately 100 feet
None
+3681 City of Amarillo, south of FM 2186 and
Unincorporated Areas 335 South LP.
of Randall County. Playa Lake 9........................ Approximately 480 feet
None
+3683 Unincorporated Areas of north of W. Sundown
Randall County. St. and Elaine St. interesection. Prairie Dog Town Fork of Red River.. Approximately 100 feet
*3394
+3395 Unincorporated Areas of downstream from the
Randall County, intersection of Exmoor
Village of Lake. Road and Canyon Creek Road. Confluence with Tierra
*3482
+3484 Tangle wood, Village of Blanca Creek.
Palisades. Tierra Blanca Creek................. Confluence with Palo
*3482
+3484 City of Canyon, Duro Creek.
Unincorporated Areas of Randall County. Approximately 1500 feet
*3545
+3547 downstream from Gordon Cummings Road.
* National Geodetic Vertical Datum. + North American Vertical Datum. Depth in feet above ground. ** BFEs to be changed include the listed downstream and upstream BFEs, and include BFEs located on the stream reach between the referenced locations above. Please refer to the revised Flood Insurance Rate Map located at the community map repository (see below) for exact locations of all BFEs to be changed.
Send comments to William R. Blanton, Jr., Chief, Engineering Management Branch, Mitigation Directorate, Federal Emergency Management Agency, 500 C Street SW., Wasington, DC 20472.
ADDRESSES City of Amarillo Maps are available for inspection at 509 E. 7th Ave., Amarillo, TX 79105.
City of Canyon Maps are available for inspection at 301 16th St., Canyon, TX 79015.
Unincorporated Areas of Randall County Maps are available for inspection at 301 Hwy. 60, Canyon, TX 79015.
Village of Lake Tanglewood Maps are available for inspection at 1000 Tanglewood Dr., Amarillo, TX 79118.
Village of Palisades Maps are available for inspection at 115 Brentwood, Amarillo, TX 79118.
Brown County, Wisconsin, and Incorporated Areas
Ash Street Tributary to Lancaster Approximately 510 feet
None
+602 Village of Howard. Creek.
downstream of Ash Street. Approximately 160 feet
None
+608 upstream of Ash Street. Ashwaubenon Creek................... Approximately 2,990
+585
+586 Unincorporated Areas of feet downstream of
Brown County, City of Memorial Park Road.
De Pere, Village of Ashwaubenon. Approximately 3,940
None
+613 feet upstream of Scheuring Road. Ashwaubenon Creek (Middle).......... Approximately 3,980
None
+618 Unincorporated Areas of feet downstream of
Brown County, City of Creamery Road.
De Pere. Approximately 8,085
None
+629 feet upstream of Creamery Road. Ashwaubenon Creek (Upper)........... Approximately 240 feet
None
+652 Unincorporated Areas of downstream of William
Brown County. Grant Drive. Approximately 185 feet
None
+661 upstream of William Grant Drive. Baird Creek......................... Approximately 425 feet
+590
+589 Unincorporated Areas of upstream of U.S. Route
Brown County, City of 141.
Green Bay.
[[Page 2876]]
Just upstream of
None
+778 Northview Road. Tributary...................... Approximately 6,340
None
+701 City of Green Bay. feet downstream of Erie Road. Approximately 1,465
None
+778 feet upstream of Finger Road.
Tributary 6..................... Approximately 450 feet
None
+619 City of Green Bay. downstream of Fox Valley and Western Railroad. Approximately 910 feet
None
+673 upstream of Fox Valley and Western Railroad. Bakers Creek........................ Approximately 155 feet
None
+649 Village of Howard. downstream of Belmont Road. Approximately 940 feet
None
+658 upstream of Hillcrest Heights Road.
Tributary....................... Approximately 125 feet
None
+603 Village of Howard. upstream of railroad. Approximately 2,325
None
+617 feet upstream of railroad. Barina Creek........................ Approximately 320 feet
None
+613 City of Green Bay. downstream of Church Road. Approximately 2,000
None
+621 feet upstream of Church Road. Beaver Dam Creek.................... Approximately 420 feet
+586
+588 Village of Howard, City downstream of Velp
of Green Bay, Oneida Avenue.
Tribe. Approximately 1,400
None
+677 feet upstream of Packerland Drive. Bower Creek......................... At the confluence with
None
+591 Village of Bellevue, the East River.
Town of Ledgeview. Approximately 10,570
None
+635 feet upstream of Lime Kiln Road.
Tributary....................... Approximately 396 feet
None
+827 Unincorporated Areas of downstream of Pine
Brown County, Town of Grove Road.
Ledgeview. Approximately 52 feet
None
+833 upstream of Dickinson Road.
Tributary 1..................... Approximately 40 feet
None
+591 Village of Bellevue, downstream of Monroe
Town of Ledgeview. Road. Approximately 4,610
None
+618 feet upstream of Bower Creek Road.
Tributary 2..................... Approximately 110 feet
None
+595 Village of Bellevue, downstream of Bower
Town of Ledgeview. Creek Road. Approximately 3,260
None
+733 feet upstream of Meadow Sound Drive.
Tributary A..................... Approximately 860 feet
None
+604 Village of Bellevue, downstream of its
Town of Ledgeview. confluence with Bower Creek Tributary B. Approximately 4,465
None
+639 feet upstream of its confluence with Bower Creek Tributary B.
Tributary B..................... At the confluence with
None
+606 Village of Bellevue, Bower Creek Tributary
Town of Ledgeview. A. Approximately 2,420
None
+630 feet upstream of its confluence with Bower Creek Tributary A. Branch River........................ Approximately 400 feet
+844
+845 Unincorporated Areas of downstream of Park
Brown County. Road. Approximately 3,960
+853
+852 feet upstream of Park Road. Branch of Plum Creek................ Approximately 610 feet
None
+765 Unincorporated Areas of upstream of Holland
Brown County. Court. Approximately 1,245
None
+766 feet upstream of Holland Court.
Lower Tributary................. At the confluence with
None
+766 Unincorporated Areas of Branch of Plum Creek.
Brown County. Approximately 1,590
None
+773 feet upstream of its confluence with Branch of Plum Creek.
Upper Tributary................. At the confluence with
None
+765 Unincorporated Areas of Branch of Plum Creek.
Brown County. Approximately 1,190
None
+769 feet upstream of its confluence with Branch of Plum Creek. Duck Creek.......................... Approximately 90 feet
+585
+586 Village of Howard, City downstream of State
of Green Bay, Oneida Highway 41.
Tribe, Village of Hobart. Approximately 4,825
+675
+676 feet upstream of State Highway 54.
Tributary 11.................... At the confluence with
None
+606 City of Green Bay, Duck Creek.
Oneida Tribe. Approximately 1,000
None
+673 feet upstream of Open Gate Trail.
Tributary 12.................... Approximately 925 feet
None
+630 City of Green Bay, downstream of West
Oneida Tribe, Village Mason Street.
of Hobart.
[[Page 2877]]
Approximately 1,900
None
+677 feet upstream of West Mason Street. Dutchman Creek...................... Approximately 1,000
+585
+586 Village of Ashwaubenon, feet downstream of
Oneida Tribe, Village Broadway Street.
of Hobart. Approximately 1,950
None
+651 feet upstream of Packerland Drive.
North Tributary................. Approximately 90 feet
None
+605 Village of Ashwaubenon. downstream of U.S. Highway 41. Approximately 120 feet
None
+677 upstream of North Road.
South Tributary................. Approximately 1,095
None
+611 Village of Ashwaubenon. feet downstream of Parkview Road. Approximately 1,845
None
+624 feet upstream of Glory Road.
Southeast Tributary............. Approximately 1,350
None
+623 Village of Ashwaubenon. feet downstream of Main Avenue. Approximately 5,550
None
+637 feet upstream of Main Avenue.
Southwest Tributary............. Approximately 1,350
None
+624 Village of Ashwaubenon, feet downstream of
Unincorporated Areas Main Street.
of Brown County. Approximately 5,350
None
+637 feet upstream of County Highway G. East River.......................... Approximately 1,650
+585
+586 City of Green Bay, City feet downstream of
of De Pere, Town of North Monroe Avenue.
Ledgeview, Unincorporated Areas of Brown County, Village of Allouez, Village of Bellevue. Just upstream of
None
+631 Wrightstown Road.
Tributary....................... Approximately 60 feet
None
+589 Town of Ledgeview. downstream of Monroe Road. Approximately 65 feet
None
+595 upstream of Dickinson Road.
Tributary A..................... Approximately 990 feet
+591
+592 Town of Ledgeview, City downstream of
of De Pere. Dickinson Road. Approximately 670 feet
None
+613 upstream of Heritage Road.
Tributary B..................... At the confluence with
+591
+592 Town of Ledgeview. East River Tributary A. Approximately 1,825
+591
+595 feet upstream of its confluence with East River Tributary A. East Verlin North Tributary to
At the confluence with
None
+606 Village of Bellevue. Willow Creek.
East Verlin Tributary to Willow Creek. Approximately 15 feet
None
+606 upstream of Fox Valley and Western Railroad. East Verlin Tributary to Willow At the confluence with
None
+591 Village of Bellevue, Creek.
Willow Creek.
City of Green Bay. Approximately 2,900
None
+622 feet upstream of Lime Kiln Road. Ellis Creek......................... Approximately 2,625
None
+651 City of Green Bay. feet downstream of Edgewood Drive. Approximately 1,105
None
+670 feet upstream of Edgewood Drive. Fox River........................... Approximately 2,500
+585
+583 City of Green Bay, City feet downstream of
of De Pere, Town of Interstate 43.
Ledgeview, Unincorporated Areas of Brown County, Village of Allouez, Village of Ashwaubenon, Village of Wrightstown. Just downstream of
+602
+601 State Highway 96. Lancaster Creek..................... Approximately 20 feet
+585
+586 Village of Howard. downstream of Riverview Drive. Approximately 3,980
+618
+623 feet upstream of Shawano Avenue.
Tributary....................... Just upstream of
None
+618 Village of Howard. Rockwell Road. Approximately 1,775
None
+630 feet upstream of Rockwell Road. Mahon Creek......................... Approximately 1,125
None
+586 City of Green Bay. feet downstream of Nicolet Drive. Approximately 1,485
None
+775 feet upstream of Spartan Road. Middle Branch of Little Suamico Approximately 40 feet
None
+795 Village of Pulaski. River.
downstream of Summit Street. Approximately 100 feet
+806
+807 upstream of Lincoln Street.
[[Page 2878]]
North Branch Ashwaubenon Creek...... At the confluence with
None
+661 Unincorporated Areas of South Branch
Brown County, Oneida Ashwaubenon Creek.
Tribe, Village of Hobart. Just downstream of
None
+681 North County Line Road.
Bakers Creek.................... At the confluence with
None
+655 Village of Howard. Bakers Creek. Approximately 2,020
None
+665 feet upstream of its confluence with Bakers Creek.
Willow Creek.................... Approximately 175 feet
None
+629 Village of Bellevue, downstream of Main
City of Green Bay. Street. Approximately 9,680
None
+736 feet upstream of Manitowoc Road. North Tributary South Branch
At the confluence with
None
+664 Unincorporated Areas of Ashwaubenon Creek.
South Branch
Brown County. Ashwaubenon Creek. Approximately 2,200
None
+675 feet from the confluence of South Branch Ashwaubenon Creek. Oneida Creek........................ Approximately 1,270
None
+596 City of Green Bay, feet downstream of
Oneida Tribe. Country Club Court. Approximately 4,755
None
+640 feet upstream of Country Club Court. Pioneer Tributary to Duck Creek..... Approximately 895 feet
None
+591 Village of Howard. downstream of Cardinal Lane. Approximately 150 feet
None
+596 upstream of Cardinal Lane. Plum Creek.......................... Approximately 675 feet
None
+602 Village of Wrightstown, downstream of
Unincorporated Areas Washington Street.
of Brown County. Approximately 11,250
+619
+618 feet upstream of Washington Street. Sorensons Creek..................... At the confluence with
None
+602 Village of Bellevue, Spring Creek.
Town of Ledgeview. Approximately 80 feet
None
+683 upstream of Big Creek Road.
Tributary....................... Approximately 4,720
None
+644 Village of Bellevue. feet downstream of Santa Monica Drive. Approximately 3,430
None
+747 feet upstream of Manitowoc Road. South Branch Ashwaubenon Creek...... Approximately 3,325
None
+661 Unincorporated Areas of feet downstream of
Brown County. Noah Road. Approximately 990 feet
None
+671 upstream of Freedom Road.
Little Suamico River............ Approximately 80 feet
None
+783 Village of Pulaski, downstream of
Unincorporated Areas Corporate Way.
of Brown County. Approximately 1,935
None
+799 feet upstream of Pelican Drive. South Tributary to Willow Creek..... At the confluence with
None
+590 Village of Bellevue. Willow Creek. Approximately 630 feet
None
+601 upstream of Lime Kiln Road. Spring Creek........................ Approximately 1,305
None
+595 Village of Bellevue. feet downstream of Lime Kiln Road. Approximately 1,520
None
+784 feet upstream of Willow Road.
Tributary A..................... Approximately 950 feet
None
+703 Village of Bellevue. downstream of Madrid Drive. Approximately 170 feet
None
+743 upstream of Ontario Road.
Tributary A Ditch............... At the confluence with
None
+736 Village of Bellevue. Spring Creek Tributary A. Approximately 580 feet
None
+740 upstream of the confluence with Spring Creek Tributary A.
Tributary B..................... Approximately 2,910
None
+732 Village of Bellevue. feet downstream of Cottage Road. Approximately 450 feet
None
+760 upstream of Cottage Road. Suamico River....................... Approximately 7,880
+585
+586 Village of Suamico. feet downstream of Lakeview Road. Approximately 1,150
+605
+606 feet upstream of Bridge Road. Tributary 1 to Dutchman Creek
Approximately 310 feet
None
+642 Village of Ashwaubenon, Southwest Tributary.
downstream of Lost
Oneida Tribe, Village Lane.
of Hobart. Approximately 490 feet
None
+665 upstream of South Packerland Drive. Tributary 2 to Dutchman Creek
At the confluence with
None
+642 Village of Ashwaubenon. Southwest Tributary.
Dutchman Creek Southwest Tributary. Approximately 2,550
None
+666 feet upstream of the confluence with Dutchman Creek Southwest Tributary.
[[Page 2879]]
Tributary 3 to Dutchman Creek
At the confluence with
None
+646 Village of Ashwaubenon. Southwest Tributary.
Dutchman Creek Southwest Tributary. Approximately 1,950
None
+664 feet upstream of the confluence with Dutchman Creek Southwest Tributary. Trout Creek......................... Approximately 1,060
+608
+610 Village of Hobart, feet downstream of
Oneida Tribe. North Hillcrest Drive. Just upstream of
+720
+727 Sunlite Drive. Unnamed Tributary to Green Bay...... Approximately 525 feet
None
+588 City of Green Bay. downstream of Nicolet Drive. Approximately 1,755
None
+624 feet upstream of Nicolet Drive. Vanguard Way Tributary to Lancaster At the confluence with
None
+610 Village of Howard. Creek.
Lancaster Creek. Approximately 755 feet
None
+629 upstream of the confluence with Lancaster Creek. West Verlin Tributary to Willow Approximately 1,220
None
+590 Village of Bellevue, Creek.
feet downstream of
City of Green Bay. Bellevue Street. Approximately 2,990
None
+597 feet upstream of Verlin Road. Willow Creek........................ At the confluence with
None
+590 Village of Bellevue, the East River.
City of Green Bay. Approximately 1,740
None
+760 feet upstream of Ontario Road.
* National Geodetic Vertical Datum. + North American Vertical Datum. Depth in feet above ground. ** BFEs to be changed include the listed downstream and upstream BFEs, and include BFEs located on the stream reach between the referenced locations above. Please refer to the revised Flood Insurance Rate Map located at the community map repository (see below) for exact locations of all BFEs to be changed.
Send comments to William R. Blanton, Jr., Chief, Engineering Management Branch, Mitigation Directorate, Federal Emergency Management Agency, 500 C Street SW., Washington, DC 20472.
ADDRESSES City of De Pere Maps are available for inspection at Building Inspection Department, 335 South Broadway, De Pere, WI 54115.
City of Green Bay Maps are available for inspection at Department of Public Works, Inspection Division, 100 North Jefferson Street, Room 403, Green Bay, WI 54301-5026.
Oneida Tribe Maps are available for inspection at Village Office, 2990 South Pine Tree Road, Oneida, WI 54155.
Town of Ledgeview Maps are available for inspection at Building Department, Ledgeview Municipal Building, 3700 Dickinson Road, De Pere, WI 54115.
Unincorporated Areas of Brown County Maps are available for inspection at Zoning Department, 320 East Walnut, Northern Building, Room 320, Green Bay, WI 54301.
Village of Allouez Maps are available for inspection at Public Works Department, Municipal Building, 1900 Libal Street, Green Bay, WI 54301-2499.
Village of Ashwaubenon Maps are available for inspection at Public Works Department, Village Hall, 2155 Holmgren Way, Ashwaubenon, WI 54304.
Village of Bellevue Maps are available for inspection at Building, Zoning and Development Department, Village Office, 305 East Walnut, Room 320, Green Bay, WI 54311.
Village of Hobart Maps are available for inspection at Planning Department, Village Office, 2990 South Pine Tree Road, Oneida, WI 54155.
Village of Howard Maps are available for inspection at Department of Code Administration, Village Hall, 2456 Glendale Avenue, Green Bay, WI 54313.
Village of Pulaski Maps are available for inspection at Village Clerk's Office, 421 South St. Augustine Street, Pulaski, WI 54162.
Village of Suamico Maps are available for inspection at Building Inspection Department, Village Hall, 2999 Lakeview Drive, Suamico, WI 54173.
Village of Wrightstown Maps are available for inspection at Building Inspection Department, Village Hall, 529 Main Street, Wrightstown, WI 54180.
[[Page 2880]]
(Catalog of Federal Domestic Assistance No. 97.022, ``Flood Insurance.'')
Dated: January 3, 2008. David I. Maurstad, Federal Insurance Administrator of the National Flood Insurance Program, Department of Homeland Security, Federal Emergency Management Agency.
[FR Doc. E8-722 Filed 1-15-08; 8:45 am]
BILLING CODE 9110-12-P
