Proposed Flood Elevation Determinations, 2873-2880 [E8-722]
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Federal Register / Vol. 73, No. 11 / Wednesday, January 16, 2008 / Proposed Rules
Flooding source(s)
* Elevation in feet
(NGVD)
+ Elevation in feet
(NAVD)
# Depth in feet above
ground
Location of referenced elevation**
Effective
2873
Communities affected
Modified
ADDRESSES
City of Biloxi
Maps are available for inspection at Floodplain Management, 676 Dr. Martin Luther King Boulevard, Biloxi, MS 39533.
City of D’Iberville
Maps are available for inspection at 10383 Automall Parkway, D’Iberville, MS 39540.
City of Gulfport
Maps are available for inspection at Department of Urban Development-Building Codes Services, 2200 15th Street, Trailer B-5, Gulfport, MS
39501.
City of Long Beach
Maps are available for inspection at Building Code Office, 645 Klondike Road, Long Beach, MS 39560.
City of Pass Christian
Maps are available for inspection at Building Code Office, 203 Fleitas Avenue, Pass Christian, MS 39571.
Unincorporated Areas of Harrison County
Maps are available for inspection at County Code Office, 15309 Community Road, Gulfport, MS 39503.
(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. E8–724 Filed 1–15–08; 8:45 am]
BILLING CODE 9110–12–P
DEPARTMENT OF HOMELAND
SECURITY
Federal Emergency Management
Agency
44 CFR Part 67
[Docket No. FEMA–B–7758]
Proposed Flood Elevation
Determinations
Federal Emergency
Management Agency, DHS.
ACTION: Proposed rule.
ebenthall on PRODPC61 with PROPOSALS
AGENCY:
SUMMARY: Comments are requested on
the proposed Base (1 percent annualchance) 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
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18:12 Jan 15, 2008
Jkt 214001
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.
The
Federal Emergency Management Agency
(FEMA) proposes to make
determinations of BFEs and modified
BFEs for each community listed below,
SUPPLEMENTARY INFORMATION:
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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.
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2874
Federal Register / Vol. 73, No. 11 / Wednesday, January 16, 2008 / Proposed Rules
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
State
City/town/county
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.
Accordingly, 44 CFR part 67 is
proposed to be amended as follows:
List of Subjects in 44 CFR Part 67
§ 67.4
Administrative practice and
procedure, Flood insurance, Reporting
and recordkeeping requirements.
2. The tables published under the
authority of § 67.4 are proposed to be
amended as follows:
Source of flooding
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.
[Amended]
* Elevation in feet (NGVD)
+ Elevation in feet (NAVD)
# Depth in feet above
ground
Location**
Existing
Modified
City of Warren, Ohio
Ohio .......................
City of Warren .......
Duck Creek .......................
Mouth at Mahoning River .........................
About 600 feet downstream of Risher St
None
None
+891
+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.
Flooding source(s)
* Elevation in
NGVD)
+ Elevation in feet
(NAVD)
# Depth in feet
above ground
Location of referenced elevation **
Effective
Communities
affected
Modified
Randall County, Texas, and Incorporated Areas
Palo Duro Creek ...................
Confluence with Prairie Dog Town Fork of Red River
*3482
+3484
Playa Lake 11 .......................
Intersection with West Country Club Road ..................
Approximately 500 feet south of the intersection of
Bell St. and Attebury Dr.
*3560
None
+3562
+3646
Playa Lake 13 .......................
Approximately 2500 feet southeast of the intersection
of West 335 South LP and Valleyview Drive.
None
+3626
Playa Lake 14 .......................
Playa Lake 16 .......................
Approximately 100 feet south of Winners Circle ..........
Approximately 350 feet south of S. Hayden and SW
48th Ave. intersection.
Approximately 1000 feet south of Farmers Ave. and
Tradewind St.
Approximately 1200 feet east of SW 42nd Ave. and
S. Harrison St. intersection.
Approximately 5000 ft. south of SE 34th Ave. and S.
Manhattan St. intersection.
Approximately 1000 feet north of Ascension Parkway
*3657
*3625
+3658
+3627
None
+3583
*3633
+3635
Unincorporated Areas of
Randall County.
City of Amarillo.
*3574
+3579
City of Amarillo.
None
+3710
None
+3553
Unincorporated Areas of
Randall County.
Unincorporated Areas of
Randall County.
Playa Lake 18 .......................
ebenthall on PRODPC61 with PROPOSALS
Playa Lake 19 .......................
Playa Lake 20 (Gooch Lake)
Playa Lake 3 .........................
Playa Lake 34 .......................
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Approximately 4600 feet southwest of Highway 287
and S. Parsley Rd. intersection.
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Unincorporated Areas of
Randall County.
City of Amarillo, Unincorporated Areas of Randall County.
City of Amarillo, Unincorporated Areas of Randall County.
City of Amarillo.
City of Amarillo.
Federal Register / Vol. 73, No. 11 / Wednesday, January 16, 2008 / Proposed Rules
Flooding source(s)
* Elevation in
NGVD)
+ Elevation in feet
(NAVD)
# Depth in feet
above ground
Location of referenced elevation **
Effective
2875
Communities
affected
Modified
Playa Lake 4 .........................
W CR 58 and Helium Road .........................................
None
+3699
Playa Lake 5 (McDonald
Lake).
Playa Lake 7 .........................
Approximately 1100 feet southeast of S. Coulter St.
and SW 45th St. intersection.
Approximately 100 feet north of W. 77th Ave. and
Cody Dr.
*3688
+3687
None
+3675
Playa Lake 8 .........................
Approximately 100 feet south of FM 2186 and 335
South LP.
None
+3681
Playa Lake 9 .........................
Approximately 480 feet north of W. Sundown St. and
Elaine St. interesection.
Approximately 100 feet downstream from the intersection of Exmoor Road and Canyon Creek Road.
None
+3683
*3394
+3395
Confluence with Tierra Blanca Creek ..........................
*3482
+3484
Confluence with Palo Duro Creek ................................
*3482
+3484
Approximately 1500 feet downstream from Gordon
Cummings Road.
*3545
+3547
Prairie Dog Town Fork of
Red River.
Tierra Blanca Creek ..............
Unincorporated Areas of
Randall County.
City of Amarillo.
City of Amarillo, Unincorporated Areas of Randall County.
City of Amarillo, Unincorporated Areas of Randall County.
Unincorporated Areas of
Randall County.
Unincorporated Areas of
Randall County, Village
of Lake.
Tangle
wood, Village of Palisades.
City of Canyon, Unincorporated Areas of Randall County.
* 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
Approximately 510 feet downstream of Ash Street .....
None
+602
Ashwaubenon Creek .............
Approximately 160 feet upstream of Ash Street ..........
Approximately 2,990 feet downstream of Memorial
Park Road.
None
+585
+608
+586
Approximately 3,940 feet upstream of Scheuring
Road.
Approximately 3,980 feet downstream of Creamery
Road.
None
+613
Ashwaubenon Creek (Middle)
ebenthall on PRODPC61 with PROPOSALS
Ash Street Tributary to Lancaster Creek.
None
+618
Approximately
Approximately
Drive.
Approximately
Drive.
Approximately
8,085 feet upstream of Creamery Road
240 feet downstream of William Grant
None
None
+629
+652
185 feet upstream of William Grant
None
+661
425 feet upstream of U.S. Route 141 ..
+590
+589
Ashwaubenon Creek (Upper)
Baird Creek ...........................
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Village of Howard.
Unincorporated Areas of
Brown County, City of
De Pere, Village of
Ashwaubenon.
Unincorporated Areas of
Brown County, City of
De Pere.
Unincorporated Areas of
Brown County.
Unincorporated Areas of
Brown County, City of
Green Bay.
2876
Federal Register / Vol. 73, No. 11 / Wednesday, January 16, 2008 / Proposed Rules
Flooding source(s)
* Elevation in
NGVD)
+ Elevation in feet
(NAVD)
# Depth in feet
above ground
Location of referenced elevation **
Effective
Modified
Beaver Dam Creek ...............
Just upstream of Northview Road ................................
Approximately 6,340 feet downstream of Erie Road ...
Approximately 1,465 feet upstream of Finger Road ....
Approximately 450 feet downstream of Fox Valley
and Western Railroad.
Approximately 910 feet upstream of Fox Valley and
Western Railroad.
Approximately 155 feet downstream of Belmont Road
Approximately 940 feet upstream of Hillcrest Heights
Road.
Approximately 125 feet upstream of railroad ...............
Approximately 2,325 feet upstream of railroad ............
Approximately 320 feet downstream of Church Road
Approximately 2,000 feet upstream of Church Road ...
Approximately 420 feet downstream of Velp Avenue ..
None
+677
Bower Creek .........................
Approximately 1,400 feet upstream of Packerland
Drive.
At the confluence with the East River ..........................
None
+591
None
+635
Tributary .........................
Approximately 10,570 feet upstream of Lime Kiln
Road.
Approximately 396 feet downstream of Pine Grove
Road.
None
+827
Tributary 1 ......................
Approximately 52 feet upstream of Dickinson Road ....
Approximately 40 feet downstream of Monroe Road ..
None
None
+833
+591
None
+618
None
+595
None
+733
None
+604
None
+639
Tributary B .....................
Approximately 4,610 feet upstream of Bower Creek
Road.
Approximately 110 feet downstream of Bower Creek
Road.
Approximately 3,260 feet upstream of Meadow Sound
Drive.
Approximately 860 feet downstream of its confluence
with Bower Creek Tributary B.
Approximately 4,465 feet upstream of its confluence
with Bower Creek Tributary B.
At the confluence with Bower Creek Tributary A .........
None
+606
None
+630
Branch River .........................
Approximately 2,420 feet upstream of its confluence
with Bower Creek Tributary A.
Approximately 400 feet downstream of Park Road .....
+844
+845
Branch of Plum Creek ..........
Approximately 3,960 feet upstream of Park Road .......
Approximately 610 feet upstream of Holland Court .....
+853
None
+852
+765
Lower Tributary ..............
Approximately 1,245 feet upstream of Holland Court ..
At the confluence with Branch of Plum Creek .............
None
None
+766
+766
None
+773
Upper Tributary ..............
Approximately 1,590 feet upstream of its confluence
with Branch of Plum Creek.
At the confluence with Branch of Plum Creek .............
None
+765
Approximately 1,190 feet upstream of its confluence
with Branch of Plum Creek.
Approximately 90 feet downstream of State Highway
41.
None
+769
+585
+586
Approximately 4,825 feet upstream of State Highway
54.
At the confluence with Duck Creek ..............................
+675
+676
None
+606
None
+673
None
+630
Tributary .........................
Tributary 6 ......................
Bakers Creek ........................
Tributary .........................
Barina Creek .........................
Tributary 2 ......................
Tributary A .....................
Duck Creek ...........................
ebenthall on PRODPC61 with PROPOSALS
Communities
affected
Tributary 11 ....................
Tributary 12 ....................
VerDate Aug<31>2005
15:31 Jan 15, 2008
Approximately 1,000 feet upstream of Open Gate
Trail.
Approximately 925 feet downstream of West Mason
Street.
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None
None
None
None
+778
+701
+778
+619
None
+673
None
None
+649
+658
Village of Howard.
None
None
None
None
+586
+603
+617
+613
+621
+588
Village of Howard.
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City of Green Bay.
City of Green Bay.
City of Green Bay.
Village of Howard, City of
Green Bay, Oneida
Tribe.
Village of Bellevue, Town
of Ledgeview.
Unincorporated Areas of
Brown County, Town of
Ledgeview.
Village of Bellevue, Town
of Ledgeview.
Village of Bellevue, Town
of Ledgeview.
Village of Bellevue, Town
of Ledgeview.
Village of Bellevue, Town
of Ledgeview.
Unincorporated Areas of
Brown County.
Unincorporated Areas of
Brown County.
Unincorporated Areas of
Brown County.
Unincorporated Areas of
Brown County.
Village of Howard, City of
Green Bay, Oneida
Tribe, Village of Hobart.
City of Green Bay, Oneida
Tribe.
City of Green Bay, Oneida
Tribe, Village of Hobart.
Federal Register / Vol. 73, No. 11 / Wednesday, January 16, 2008 / Proposed Rules
Flooding source(s)
* Elevation in
NGVD)
+ Elevation in feet
(NAVD)
# Depth in feet
above ground
Location of referenced elevation **
Effective
Communities
affected
Modified
North Tributary ...............
South Tributary ..............
Southeast Tributary .......
Southwest Tributary .......
East River .............................
Tributary .........................
Tributary A .....................
Tributary B .....................
East Verlin North Tributary to
Willow Creek.
East Verlin Tributary to Willow Creek.
Ellis Creek .............................
Fox River ...............................
Lancaster Creek ....................
Tributary .........................
Mahon Creek ........................
Middle Branch of Little
Suamico River.
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Approximately 1,900 feet upstream of West Mason
Street.
Approximately 1,000 feet downstream of Broadway
Street.
None
+677
+585
+586
Approximately
Drive.
Approximately
41.
Approximately
Approximately
Road.
Approximately
Approximately
nue.
Approximately
Approximately
1,950 feet upstream of Packerland
None
+651
90 feet downstream of U.S. Highway
None
+605
Village of Ashwaubenon.
120 feet upstream of North Road ........
1,095 feet downstream of Parkview
None
None
+677
+611
Village of Ashwaubenon.
1,845 feet upstream of Glory Road ......
1,350 feet downstream of Main Ave-
None
None
+624
+623
Village of Ashwaubenon.
5,550 feet upstream of Main Avenue ...
1,350 feet downstream of Main Street
None
None
+637
+624
Approximately 5,350 feet upstream of County Highway G.
Approximately 1,650 feet downstream of North Monroe Avenue.
None
+637
+585
+586
Just upstream of Wrightstown Road ............................
Approximately 60 feet downstream of Monroe Road ..
Approximately 65 feet upstream of Dickinson Road ....
Approximately 990 feet downstream of Dickinson
Road.
Approximately 670 feet upstream of Heritage Road ....
At the confluence with East River Tributary A .............
Approximately 1,825 feet upstream of its confluence
with East River Tributary A.
At the confluence with East Verlin Tributary to Willow
Creek.
Approximately 15 feet upstream of Fox Valley and
Western Railroad.
At the confluence with Willow Creek ............................
None
None
None
+591
+631
+589
+595
+592
None
+591
+591
+613
+592
+595
Town of Ledgeview.
None
+606
Village of Bellevue.
None
+606
None
+591
Village of Bellevue, City of
Green Bay.
2,900 feet upstream of Lime Kiln Road
2,625 feet downstream of Edgewood
None
None
+622
+651
City of Green Bay.
1,105 feet upstream of Edgewood
None
+670
2,500 feet downstream of Interstate 43
+585
+583
Just downstream of State Highway 96 ........................
Approximately 20 feet downstream of Riverview Drive
Approximately 3,980 feet upstream of Shawano Avenue.
Just upstream of Rockwell Road .................................
Approximately 1,775 feet upstream of Rockwell Road
Approximately 1,125 feet downstream of Nicolet Drive
Approximately 1,485 feet upstream of Spartan Road ..
Approximately 40 feet downstream of Summit Street
+602
+585
+618
+601
+586
+623
None
None
None
None
None
+618
+630
+586
+775
+795
Approximately 100 feet upstream of Lincoln Street .....
Dutchman Creek ...................
ebenthall on PRODPC61 with PROPOSALS
2877
+806
+807
Approximately
Approximately
Drive.
Approximately
Drive.
Approximately
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16JAP1
Village of Ashwaubenon,
Oneida Tribe, Village of
Hobart.
Village of Ashwaubenon,
Unincorporated Areas of
Brown County.
City of Green Bay, City of
De Pere, Town of
Ledgeview, Unincorporated Areas of Brown
County, Village of
Allouez, Village of Bellevue.
Town of Ledgeview.
Town of Ledgeview, City
of De Pere.
City of Green Bay, City of
De Pere, Town of
Ledgeview, Unincorporated Areas of Brown
County, Village of
Allouez, Village of
Ashwaubenon, Village of
Wrightstown.
Village of Howard.
Village of Howard.
City of Green Bay.
Village of Pulaski.
2878
Federal Register / Vol. 73, No. 11 / Wednesday, January 16, 2008 / Proposed Rules
Flooding source(s)
* Elevation in
NGVD)
+ Elevation in feet
(NAVD)
# Depth in feet
above ground
Location of referenced elevation **
Effective
North Branch Ashwaubenon
Creek.
Bakers Creek .................
Willow Creek ..................
North Tributary South Branch
Ashwaubenon Creek.
Oneida Creek ........................
Pioneer Tributary to Duck
Creek.
Plum Creek ...........................
Sorensons Creek ..................
Tributary .........................
South Branch Ashwaubenon
Creek.
Little Suamico River .......
South Tributary to Willow
Creek.
Spring Creek .........................
Tributary A .....................
Tributary A Ditch ............
Tributary B .....................
ebenthall on PRODPC61 with PROPOSALS
Suamico River .......................
Tributary 1 to Dutchman
Creek Southwest Tributary.
Tributary 2 to Dutchman
Creek Southwest Tributary.
VerDate Aug<31>2005
15:31 Jan 15, 2008
Communities
affected
Modified
At the confluence with South Branch Ashwaubenon
Creek.
None
+661
Unincorporated Areas of
Brown County, Oneida
Tribe, Village of Hobart.
Just downstream of North County Line Road ..............
At the confluence with Bakers Creek ...........................
Approximately 2,020 feet upstream of its confluence
with Bakers Creek.
Approximately 175 feet downstream of Main Street ....
None
None
None
+681
+655
+665
Village of Howard.
None
+629
Village of Bellevue, City of
Green Bay.
Approximately 9,680 feet upstream of Manitowoc
Road.
At the confluence with South Branch Ashwaubenon
Creek.
Approximately 2,200 feet from the confluence of
South Branch Ashwaubenon Creek.
Approximately 1,270 feet downstream of Country
Club Court.
Approximately 4,755 feet upstream of Country Club
Court.
Approximately 895 feet downstream of Cardinal Lane
None
+736
None
+664
None
+675
None
+596
None
+640
None
+591
Approximately 150 feet upstream of Cardinal Lane ....
Approximately 675 feet downstream of Washington
Street.
None
None
+596
+602
Approximately 11,250 feet upstream of Washington
Street.
At the confluence with Spring Creek ............................
+619
+618
None
+602
Village of Bellevue, Town
of Ledgeview.
Village of Bellevue.
Unincorporated Areas of
Brown County.
City of Green Bay, Oneida
Tribe.
Village of Howard.
Village of Wrightstown,
Unincorporated Areas of
Brown County.
Approximately 80 feet upstream of Big Creek Road ...
Approximately 4,720 feet downstream of Santa
Monica Drive.
Approximately 3,430 feet upstream of Manitowoc
Road.
Approximately 3,325 feet downstream of Noah Road
None
None
+683
+644
None
+747
None
+661
Approximately 990 feet upstream of Freedom Road ...
Approximately 80 feet downstream of Corporate Way
None
None
+671
+783
Approximately 1,935 feet upstream of Pelican Drive ...
At the confluence with Willow Creek ............................
None
None
+799
+590
Village of Bellevue.
Approximately 630 feet upstream of Lime Kiln Road ..
Approximately 1,305 feet downstream of Lime Kiln
Road.
Approximately 1,520 feet upstream of Willow Road ....
Approximately 950 feet downstream of Madrid Drive ..
Approximately 170 feet upstream of Ontario Road .....
At the confluence with Spring Creek Tributary A .........
Approximately 580 feet upstream of the confluence
with Spring Creek Tributary A.
Approximately 2,910 feet downstream of Cottage
Road.
Approximately 450 feet upstream of Cottage Road .....
Approximately 7,880 feet downstream of Lakeview
Road.
Approximately 1,150 feet upstream of Bridge Road ....
Approximately 310 feet downstream of Lost Lane ......
None
None
+601
+595
Village of Bellevue.
None
None
None
None
None
+784
+703
+743
+736
+740
None
+732
Village of Bellevue.
None
+585
+760
+586
Village of Suamico.
+605
None
+606
+642
None
+665
None
+642
None
+666
Approximately 490 feet upstream of South Packerland
Drive.
At the confluence with Dutchman Creek Southwest
Tributary.
Approximately 2,550 feet upstream of the confluence
with Dutchman Creek Southwest Tributary.
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Unincorporated Areas of
Brown County.
Village of Pulaski, Unincorporated Areas of Brown
County.
Village of Bellevue.
Village of Bellevue.
Village of Ashwaubenon,
Oneida Tribe, Village of
Hobart.
Village of Ashwaubenon.
Federal Register / Vol. 73, No. 11 / Wednesday, January 16, 2008 / Proposed Rules
Flooding source(s)
* Elevation in
NGVD)
+ Elevation in feet
(NAVD)
# Depth in feet
above ground
Location of referenced elevation **
Effective
Tributary 3 to Dutchman
Creek Southwest Tributary.
Communities
affected
Modified
Unnamed Tributary to Green
Bay.
Vanguard Way Tributary to
Lancaster Creek.
West Verlin Tributary to Willow Creek.
ebenthall on PRODPC61 with PROPOSALS
Willow Creek .........................
None
+646
None
+664
+608
+610
Village of Hobart, Oneida
Tribe.
+720
None
+727
+588
City of Green Bay.
Approximately 1,755 feet upstream of Nicolet Drive ...
At the confluence with Lancaster Creek ......................
None
None
+624
+610
Village of Howard.
Approximately 755 feet upstream of the confluence
with Lancaster Creek.
Approximately 1,220 feet downstream of Bellevue
Street.
Approximately 2,990 feet upstream of Verlin Road .....
At the confluence with the East River ..........................
None
+629
None
+590
None
None
+597
+590
Approximately 1,740 feet upstream of Ontario Road ..
Trout Creek ...........................
At the confluence with Dutchman Creek Southwest
Tributary.
Approximately 1,950 feet upstream of the confluence
with Dutchman Creek Southwest Tributary.
Approximately 1,060 feet downstream of North Hillcrest Drive.
Just upstream of Sunlite Drive .....................................
Approximately 525 feet downstream of Nicolet Drive ..
2879
Village of Ashwaubenon.
None
+760
Village of Bellevue, City of
Green Bay.
Village of Bellevue, City of
Green Bay.
* 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.
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2880
Federal Register / Vol. 73, No. 11 / Wednesday, January 16, 2008 / Proposed Rules
(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
DEPARTMENT OF HOMELAND
SECURTIY
Federal Emergency Management
Agency
FOR FURTHER INFORMATION CONTACT:
44 CFR Part 67
[Docket No. FEMA–B–7734 & D–7818]
Proposed Flood Elevation
Determinations; Correction
Federal Emergency
Management Agency, DHS.
ACTION: Proposed rule; correction.
AGENCY:
SUMMARY: This document corrects the
table to a proposed rule published in the
Federal Register of September 11, 2007.
This correction clarifies the table
representing the flooding source(s),
location of referenced elevation, the
effective and modified elevation in feet
and the communities affected for
Flooding source(s)
Graham County, North Carolina, and
Incorporated Areas; specifically, for
flooding source ‘‘Cochran Creek,’’ than
was previously published.
DATES: Comments are to be submitted
on or before February 15, 2008.
ADDRESSES: You may submit comments,
identified by Docket No. B–7734 and D–
7818, to William R. Blanton, Jr., Chief,
Engineering Management Section,
Mitigation Directorate, Federal
Emergency Management Agency, 500 C
Street, SW., Washington, DC 20472,
(202) 646–3151, or (e-mail)
bill.blanton@dhs.gov.
William R. Blanton, Jr., Engineering
Management Branch, Mitigation
Directorate, Federal Emergency
Management Agency, 500 C Street, SW.,
Washington, DC 20472, (202) 646–2903.
SUPPLEMENTARY INFORMATION: The
Federal Emergency Management Agency
(FEMA) publishes proposed
determinations of Base (1-percentannual-chance) Flood Elevations (BFEs)
and modified BFEs for communities
participating in the National Flood
Insurance Program (NFIP), 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 BFEs 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.
Correction
In proposed rule FR Doc. E7–17821,
beginning on page 51762 in the issue of
September 11, 2007, make the following
corrections, in the table published
under the authority of 44 CFR 67.4. On
page 51764, in § 67.4, in the table with
center heading Graham County, North
Carolina, and Incorporated Areas, the
flooding source, location of referenced
elevation, the effective and modified
elevation in feet and the communities
affected for flooding source ‘‘Cochran
Creek’’, need to be corrected to read as
follows:
* Elevation in feet (NGVD)
+ Elevation in feet (NAVD)
# Depth in feet above
ground
Location of referenced elevation
Effective
*
*
*
*
Communities affected
Modified
*
*
*
Graham County, North Carolina, and Incorporated Areas
*
*
*
*
Cochran Creek ...................... At the confluence with Cheoah River ...........................
*
None
None
Approximately 0.4 mile upstream of Cochrans Creek
Road (State Road 1250).
ebenthall on PRODPC61 with PROPOSALS
*
*
*
*
*
+1,693
+1,930
*
*
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. E8–721 Filed 1–15–08; 8:45 am]
BILLING CODE 9110–12–P
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*
Graham County (Unincorporated Areas).
*
]]>Agencies
[Federal Register Volume 73, Number 11 (Wednesday, January 16, 2008)]
[Proposed Rules]
[Pages 2873-2880]
From the Federal Register Online via the Government Printing Office [www.gpo.gov]
[FR Doc No: E8-722]
-----------------------------------------------------------------------
DEPARTMENT OF HOMELAND SECURITY
Federal Emergency Management Agency
44 CFR Part 67
[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]
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.
Sec. 67.4 [Amended]
2. 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
