Proposed Flood Elevation Determinations
Federal Register: June 9, 2010 (Volume 75, Number 110)
Proposed Rules
Page 32684-32692
From the Federal Register Online via GPO Access [wais.access.gpo.gov]
DOCID:fr09jn10-18
DEPARTMENT OF HOMELAND SECURITY
Federal Emergency Management Agency 44 CFR Part 67
Docket ID FEMA-2010-0003; Internal Agency Docket No. FEMA-B-1098
Proposed Flood Elevation Determinations
AGENCY: Federal Emergency Management Agency, DHS.
ACTION: Proposed rule.
SUMMARY: Comments are requested on the proposed Base (1% 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 to 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 September 7, 2010.
ADDRESSES: The corresponding preliminary Flood Insurance Rate Map
(FIRM) for the proposed BFEs for each community is 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-1098, to
Kevin C. Long, Acting Chief, Engineering Management Branch, Mitigation
Directorate, Federal Emergency Management Agency, 500 C Street, SW.,
Washington, DC 20472, (202) 646-2820, or (e-mail) kevin.long@dhs.gov.
FOR FURTHER INFORMATION CONTACT: Kevin C. Long, Acting Chief,
Engineering Management Branch, Mitigation Directorate, Federal
Emergency Management Agency, 500 C Street, SW., Washington, DC 20472,
(202) 646-2820, or (e-mail) kevin.long@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 also are used to calculate the appropriate flood insurance premium rates for new buildings built after these elevations are made final, and for the contents in those 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.
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)
Depth in feet above
Flooding source(s)
Location of referenced
ground [caret]
Communities affected elevation
Elevation in meters
(MSL)
Effective
Modified
Woodbury County, Iowa, and Incorporated Areas
Little Sioux River.................. Approximately 1,850
None
+1,100 Unincorpor ated Areas feet downstream of the
of Woodbury County.
City of Anthon corporate limits.
Approximately 1,900
None
+1,105 feet upstream of the
City of Anthon corporate limits.
Page 32685
Missouri River...................... Approximately 900 feet
+1,066
+1,064 City of Sioux City, upstream of the Monona
Unincorpor ated Areas
County boundary.
of Woodbury County,
Winnebago Indian
Tribe.
Approximately 500 feet
None
+1,090 downstream of the
Dakota County boundary.
Perry Creek......................... Approximately 150 feet
+1,111
+1,108 City of Sioux City. upstream of 6th Street.
Approximately 225 feet
+1,145
+1,144 upstream of Country
Club Boulevard.
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
Depth in feet above ground.
caret
Mean Sea Level, rounded to the nearest 0.1 meter.
** 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 Kevin C. Long, Acting Chief, Engineering Management Branch, Mitigation Directorate, Federal
Emergency Management Agency, 500 C Street, SW., Washington, DC 20472.
ADDRESSES
City of Sioux City
Maps are available for inspection at 405 6th Street, Sioux City, IA 51101.
Unincorpor ated Areas of Woodbury County
Maps are available for inspection at 620 Douglas Street, 6th Floor, Sioux City, IA 51101.
Winnebago Indian Tribe
Maps are available for inspection at 100 Bluff Street, Winnebago, NE 68071.
Wyandotte County, Kansas, and Incorporated Areas
Marshall Creek...................... At the confluence with
None
+833 City of Kansas City.
Wyandotte County Lake.
Approximately 80 feet
None
+928 downstream of North 99th Street.
Marshall Creek Tributary............ At the confluence with
None
+842 City of Kansas City.
Marshall Creek.
Approximately 2,000
None
+916 feet upstream of
Parallel Avenue.
Missouri River...................... Approximately 3,500
+758
+756 City of Kansas City. feet downstream of the
Fairfax Bridge.
Just upstream of I-635.
+759
+758
At the confluence with
+765
+764
Connor Creek.
Spring Creek........................ Approximately 700 feet
+785
+787 City of Bonner Springs. upstream of 2nd Street.
Just upstream of
+856
+857
Lakewood Drive.
Wolf Creek.......................... Approximately 1,500
+778
+777 City of Bonner Springs. feet downstream of
Woodend Road.
Approximately 3,100
+792
+794 feet upstream of Kump
Avenue.
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
Depth in feet above ground.
caret
Mean Sea Level, rounded to the nearest 0.1 meter.
** 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 Kevin C. Long, Acting Chief, Engineering Management Branch, Mitigation Directorate, Federal
Emergency Management Agency, 500 C Street, SW., Washington, DC 20472.
ADDRESSES
City of Bonner Springs
Maps are available for inspection at 205 East 2nd Street, Bonner Springs, KS 66012.
City of Kansas City
Maps are available for inspection at 701 North 7th Street, City Hall, Kansas City, KS 66101.
Grayson County, Kentucky, and Incorporated Areas
Ashcraft Branch (Backwater effects
From the confluence
None
+524 Unincorpor ated Areas from Rough River Lake).
with Rough River Lake
of Grayson County. to approximately 1,525 feet upstream of the confluence with Rough
River Lake.
Page 32686
Big Run Branch (Backwater effects
From the confluence
None
+524 Unincorpor ated Areas from Rough River Lake).
with Rough River Lake
of Grayson County. to approximately 1,805 feet downstream of the confluence with Big
Run Branch Tributary 7.
Browns Creek (Backwater effects from From the confluence
None
+427 Unincorpor ated Areas
Rough River).
with the Rough River
of Grayson County. to approximately 0.4 mile downstream of
Olaton Road.
Buck Creek (Backwater effects from
From the confluence
None
+467 Unincorpor ated Areas
Caney Creek).
with Caney Creek to
of Grayson County. approximately 675 feet upstream of the confluence with Buck
Creek.
Caney Fork.......................... At the confluence with
None
+427 City of Caneyville.
North Fork.
Approximately 875
None
+471 Unincorpor ated Areas downstream of North
of Grayson County.
Main Street.
Cave Creek (Backwater effects from
From the confluence
None
+524 Unincorpor ated Areas
Rough River Lake).
with Rough River Lake
of Grayson County. to approximately 0.6 mile upstream of the confluence with Cave
Creek.
Conoloway Creek (Backwater effects
From the confluence
None
+560 Unincorpor ated Areas from Nolin Lake).
with Nolin Lake to
of Grayson County. approximately 1,510 feet upstream of
Huffman Road.
Diamond Branch (Backwater effects
From the confluence
None
+439 Unincorpor ated Areas from Rough River).
with the Rough River
of Grayson County. to approximately 0.8 mile upstream of the confluence with the
Rough River.
Grindstone Fork (Backwater effects
From the confluence
None
+560 Unincorpor ated Areas from Nolin Lake).
with Nolin Lake to
of Grayson County. approximately 1.6 mile upstream of the confluence with Nolin
Lake.
Hunting Fork (Backwater effects from From the confluence
None
+560 Unincorpor ated Areas
Nolin Lake).
with Nolin Lake to
of Grayson County. approximately 0.5 mile upstream of Iberia
Road.
Jarrett Fork (Backwater effects from From the confluence
None
+467 Unincorpor ated Areas
Caney Creek).
with Caney Creek to
of Grayson County. approximately 895 feet downstream of Walnut
Grove Road.
Laurel Branch (Backwater effects
From the confluence
None
+524 Unincorpor ated Areas from Rough River Lake).
with the Rough River
of Grayson County.
Lake to approximately 370 feet upstream of
Clifty Church Drive.
Little Clifty Creek (Backwater
From the confluence
None
+524 Unincorpor ated Areas effects from Rough River Lake).
with the Rough River
of Grayson County.
Lake to approximately 1,220 feet upstream of the confluence with
Little Clifty Creek
Tributary 12.
Little Short Creek (Backwater
From the confluence
None
+438 Unincorpor ated Areas effects from Rough River).
with the Rough River
of Grayson County. to approximately 200 feet upstream of Lone
Hill Road.
Long Spring Branch (Backwater
From the confluence
None
+430 Unincorpor ated Areas effects from Rough River).
with the Rough River
of Grayson County. to approximately 0.6 mile upstream of the confluence with the
Rough River.
Mistaken Creek (Backwater effects
From the confluence
None
+433 Unincorpor ated Areas from Rough River).
with the Rough River
of Grayson County. to approximately 5.0 miles upstream of
Olaton Road.
Nolin Lake.......................... Entire shoreline.......
None
+560 Unincorpor ated Areas of Grayson County.
Nolin River (Backwater effects from From the confluence
None
+560 Unincorpor ated Areas
Nolin Lake).
with Nolin Lake to
of Grayson County. approximately 0.7 mile upstream of the confluence with Nolin
Lake.
North Fork.......................... Approximately 1,000
None
+472 City of Caneyville, feet upstream of the
Unincorpor ated Areas confluence with South
of Grayson County.
Fork.
Approximately at the
None
+472 confluence with Caney
Creek.
Person Branch (Backwater effects
From the confluence
None
+560 Unincorpor ated Areas from Nolin Lake).
with Nolin Lake to
of Grayson County. approximately 1.2 mile upstream of the confluence with Nolin
Lake.
Peter Cave Creek (Backwater effects From the confluence
None
+524 Unincorpor ated Areas from Rough River Lake).
with Rough River Lake
of Grayson County. to approximately 0.5 mile upstream of the confluence with Rough
River Lake.
Pleasant Run (Backwater effects from From the confluence
None
+445 Unincorpor ated Areas
Rough River).
with the Rough River
of Grayson County. to approximately 1.6 mile upstream of the confluence with the
Rough River.
Rock Creek (Backwater effects from
From the confluence
None
+560 Unincorpor ated Areas
Nolin Lake).
with Nolin Lake to
of Grayson County. approximately 500 feet upstream of Horntown
Road.
Rock Creek Tributary 14 (Backwater
From the confluence
None
+560 Unincorpor ated Areas effects from Nolin Lake).
with Rock Creek to
of Grayson County. approximately 0.6 mile upstream of the confluence with Rock
Creek.
Rock Creek Tributary 15 (Backwater
From the confluence
None
+560 Unincorpor ated Areas effects from Nolin Lake).
with Nolin Lake to
of Grayson County. just downstream of
Left Fork of Rock
Creek Road.
Rough River......................... At the confluence with
None
+427 Unincorpor ated Areas
Browns Creek.
of Grayson County.
Page 32687
Just downstream of
None
+446
Green Farms Road.
Rough River Lake.................... Entire shoreline.......
None
+524 Unincorpor ated Areas of Grayson County.
Short Creek (Backwater effects from From the confluence
None
+438 Unincorpor ated Areas
Spring Fork).
with Spring Fork to
of Grayson County. approximately 0.7 mile upstream of the confluence with Spring
Fork.
South Barton Run (Backwater effects From the confluence
None
+560 Unincorpor ated Areas from Nolin Lake).
with Nolin Lake to
of Grayson County. approximately 1.0 mile upstream of the confluence with Nolin
Lake.
South Fork (Backwater effects from
From the confluence
None
+472 Unincorpor ated Areas
North Fork).
with North Fork to
of Grayson County, approximately 925 feet
City of Caneyville. upstream of the confluence with North
Fork.
Spring Fork (Backwater effects from From the confluence
None
+438 Unincorpor ated Areas
Rough River).
with the Rough River
of Grayson County. to just upstream of
Owensboro Road.
Stones Hollow (Backwater effects
From the confluence
None
+524 Unincorpor ated Areas from Rough River Lake).
with Rough River Lake
of Grayson County. to approximately 0.4 mile upstream of the confluence with Rough
River Lake.
Walter Creek (Backwater effects from From the confluence
None
+524 Unincorpor ated Areas
Rough River Lake).
with the Rough River
of Grayson County.
Lake to approximately 1,010 feet downstream of Duff Road.
West Cane Run (Backwater effects
From the confluence
None
+466 Unincorpor ated Areas from Caney Creek).
with Caney Creek to
of Grayson County. approximately 1,900 feet upstream of the confluence with Caney
Creek.
Wildcat Hollow (Backwater effects
From the confluence
None
+524 Unincorpor ated Areas from Rough River Lake).
with Rough River Lake
of Grayson County. to approximately 1,680 feet upstream of the confluence with Rough
River Lake.
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
Depth in feet above ground.
caret
Mean Sea Level, rounded to the nearest 0.1 meter.
** 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 Kevin C. Long, Acting Chief, Engineering Management Branch, Mitigation Directorate, Federal
Emergency Management Agency, 500 C Street, SW., Washington, DC 20472.
ADDRESSES
City of Caneyville
Maps are available for inspection at City Hall, 104 North Main Street, Caneyville, KY 42721.
Unincorpor ated Areas of Grayson County
Maps are available for inspection at the Grayson County Judicial Building, Leitchfield, KY 42754.
Baltimore County, Maryland, and Incorporated Areas
Gwynns Falls........................ Just downstream of the
+440
+441 Unincorpor ated Areas confluence with Red
of Baltimore County.
Run.
Approximately 1,300
+444
+446 feet downstream of
Painters Mill Road.
Roland Run.......................... Approximately 1,166
+260
+261 Unincorpor ated Areas feet upstream of Joppa
of Baltimore County.
Road.
Approximately 810 feet
+261
+262 downstream of Essex
Farm Road.
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
Depth in feet above ground.
caret
Mean Sea Level, rounded to the nearest 0.1 meter.
** 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 Kevin C. Long, Acting Chief, Engineering Management Branch, Mitigation Directorate, Federal
Emergency Management Agency, 500 C Street, SW., Washington, DC 20472.
ADDRESSES
Unincorpor ated Areas of Baltimore County
Maps are available for inspection at the Baltimore County Office Building, 111 West Chesapeake Avenue, Suite 307, Towson, MD 21204.
Page 32688
Marshall County, Mississippi, and Incorporated Areas
Byhalia Creek....................... Approximately 200 feet
None
+332 Town of Byhalia. downstream of the U.S.
Route 178 Bridge.
Approximately 900 feet
None
+334 upstream of the
Railroad Bridge.
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
Depth in feet above ground.
caret
Mean Sea Level, rounded to the nearest 0.1 meter.
** 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 Kevin C. Long, Acting Chief, Engineering Management Branch, Mitigation Directorate, Federal
Emergency Management Agency, 500 C Street, SW., Washington, DC 20472.
ADDRESSES
Town of Byhalia
Maps are available for inspection at 161 Highway 309 South, Byhalia, MS 38611.
Simpson County, Mississippi, and Incorporated Areas
Pearl River......................... Approximately 1.2 mile
None
+229 Unincorpor ated Areas downstream of the U.S.
of Simpson County.
Route 28 Bridge.
Approximately 1.0 mile
None
+233 upstream of the U.S.
Route 28 Bridge.
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
Depth in feet above ground.
caret
Mean Sea Level, rounded to the nearest 0.1 meter.
** 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 Kevin C. Long, Acting Chief, Engineering Management Branch, Mitigation Directorate, Federal
Emergency Management Agency, 500 C Street, SW., Washington, DC 20472.
ADDRESSES
Unincorpor ated Areas of Simpson County
Maps are available for inspection at 100 Court Street, Room 2, Mendenhall, MS 39114.
Warren County, New Jersey (All Jurisdictions)
Buckhorn Creek...................... At the confluence with
+224
+226 Township of Harmony. the Delaware River.
Approximately 850 feet
+225
+226 upstream of the
Hutchinson Station
Road Bridge.
Delaware River...................... Approximately 150 feet
+160
+161 Town of Belvidere, Town upstream of the
of Phillipsburg,
Riegelsville Bridge.
Township of Hardwick,
Township of Harmony,
Township of Knowlton,
Township of Lopatcong,
Township of Pohatcong,
Township of White.
At the Sussex County
None
+352 boundary.
Lopatcong Creek..................... At the confluence with
+188
+186 Town of Phillipsburg. the Delaware River.
Approximately 450 feet
+188
+186 upstream of Waste
Water Treatment
Facility Driveway.
Pequest River....................... At the confluence with
+254
+256 Town of Belvidere. the Delaware River.
Approximately 100 feet
+280
+284 downstream of the
Orchard Street Bridge.
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
Depth in feet above ground.
caret
Mean Sea Level, rounded to the nearest 0.1 meter.
Page 32689
** 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 Kevin C. Long, Acting Chief, Engineering Management Branch, Mitigation Directorate, Federal
Emergency Management Agency, 500 C Street, SW., Washington, DC 20472.
ADDRESSES
Town of Belvidere
Maps are available for inspection at 691 Water Street, Belvidere Town Municipal Building, Belvidere, NJ 07823.
Town of Phillipsburg
Maps are available for inspection at 675 Corliss Avenue, Phillipsburg Town Municipal Building, Phillipsburg, NJ 08865.
Township of Hardwick
Maps are available for inspection at 40 Spring Valley Road, Hardwick Township Municipal Building, Hardwick, NJ 07825.
Township of Harmony
Maps are available for inspection at 3003 Belvidere Road, Harmony Township Municipal Building, Phillipsburg, NJ 08865.
Township of Knowlton
Maps are available for inspection at 628 Route 94, Knowlton Township Municipal Building, Columbia, NJ 07832.
Township of Lopatcong
Maps are available for inspection at 232 South 3rd Street, Lopatcong Township Municipal Building, Phillipsburg,
NJ 08865.
Township of Pohatcong
Maps are available for inspection at 50 Municipal Drive, Pohatcong Township Municipal Building, Phillipsburg, NJ 08865.
Township of White
Maps are available for inspection at 555 County Road 519, White Township Municipal Building, Belvidere, NJ 07823.
Otsego County, New York (All Jurisdictions)
Charlotte Creek..................... At the confluence with
+1,101
+1,102 Town of Oneonta. the Susquehanna River.
Approximately 1,000
+1,101
+1,102 feet upstream of the confluence with the
Susquehanna River.
Glenwood Creek...................... At the confluence with
+1,082
+1,085 City of Oneonta, Town the Susquehanna River.
of Oneonta.
Approximately 40 feet
+1,084
+1,085 downstream of I-88.
Mill Race........................... At the confluence with
+1,079
+1,078 City of Oneonta. the Susquehanna River.
Approximately 450 feet
+1,079
+1,078 upstream of River
Street.
Otsdawa Creek....................... At the confluence with
+1,055
+1,056 Town of Otego, Village the Susquehanna River.
of Otego.
Approximately 870 feet
+1,055
+1,056 upstream of Main
Street.
Otsego Lake......................... Entire shoreline.......
None
+1,193 Town of Middlefield,
Town of Otsego, Town of Springfield.
Susquehanna River................... Approximately 1,325
+985
+987 Town of Milford, City feet downstream of
of Oneonta, Town of
State Highway 8.
Oneonta, Town of
Otego, Town of
Unadilla, Village of
Otego, Village of
Unadilla.
Approximately 3,840
None
+1,123 feet upstream of State
Highway 28.
Unadilla River...................... At the confluence with
+985
+987 Town of Butternuts, the Susquehanna River.
Town of Morris, Town of Pittsfield, Town of
Unadilla, Village of
Unadilla.
Approximately 1.7 mile
None
+1,101 upstream of State
Highway 80.
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
Depth in feet above ground.
caret
Mean Sea Level, rounded to the nearest 0.1 meter.
** 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 Kevin C. Long, Acting Chief, Engineering Management Branch, Mitigation Directorate, Federal
Emergency Management Agency, 500 C Street, SW., Washington, DC 20472.
ADDRESSES
City of Oneonta
Maps are available for inspection at 258 Main Street, Oneonta City Hall, Oneonta, NY 13820.
Page 32690
Town of Butternuts
Maps are available for inspection at 3 Vale Street, Butternuts Town Hall, Gilbertsville, NY 13776.
Town of Middlefield
Maps are available for inspection at 2209 County Highway 33, Middlefield Town Hall, Cooperstown, NY 13326.
Town of Milford
Maps are available for inspection at 2859 State Route 28, Milford Town Hall, Milford, NY 13834.
Town of Morris
Maps are available for inspection at 93 Main Street, Morris Town Hall, Morris, NY 13808.
Town of Oneonta
Maps are available for inspection at 3966 State Highway 12, Oneonta Town Hall, West Oneonta, NY 13861.
Town of Otego
Maps are available for inspection at 3526 State Highway 7, Otego Town Hall, Otego, NY 13825.
Town of Otsego
Maps are available for inspection at 811 County Highway 26, Otsego Town Hall, Fly Creek, NY 13337.
Town of Pittsfield
Maps are available for inspection at 366 State Highway 80, Pittsfield Town Hall, New Berlin, NY 13411.
Town of Springfield
Maps are available for inspection at 8104 State Highway 80, Springfield Town Hall, Springfield Center, NY 13468.
Town of Unadilla
Maps are available for inspection at 1648 State Highway 7, Unadilla Town Hall, Unadilla, NY 13849.
Village of Otego
Maps are available for inspection at 4 River Street, Otego Village Hall, Otego, NY 13825.
Village of Unadilla
Maps are available for inspection at 193 Main Street, Unadilla Village Hall, Unadilla, NY 13849.
Stark County, Ohio, and Incorporated Areas
Broad-Monter Creek.................. At the upstream side of
None
+1,110 Unincorpor ated Areas
Ravenna Avenue.
of Stark County.
Approximately 650 feet
None
+1,110 upstream of Ravenna
Avenue.
Approximately 320 feet
None
+1,157 downstream of Meese
Road.
At the downstream side
None
+1,161 of Meese Road.
Chatham Ditch....................... Approximately 900 feet
None
+1,100 City of North Canton. upstream of 7th Street.
Approximately 950 feet
None
+1,121 downstream of Holl
Road.
Clays Ditch......................... Approximately 1,300
None
+1,031 Unincorpor ated Areas feet upstream of
of Stark County.
Roanoke Street.
Approximately 220 feet
None
+1,039 upstream of Knight
Street.
East Branch Nimishillen Creek....... Approximately 140 feet
+1,082
+1,081 City of Louisville, downstream of Beck
Unincorpor ated Areas
Avenue.
of Stark County.
At the downstream side
+1,110
+1,109 of Nickel Plate Avenue.
East Branch Nimishillen Creek
Approximately 650 feet
+1,054
+1,050 City of Canton.
(Backwater effects).
upstream of the confluence with East
Branch Nimishillen
Creek and East Branch
Nimishillen Creek
Diversion.
Approximately 1,350
+1,054
+1,050 feet upstream of the confluence with East
Branch Nimishillen
Creek and East Branch
Nimishillen Creek
Diversion.
Mahoning River...................... Approximately 1,400
None
+1,032 City of Alliance, feet downstream of
Unincorpor ated Areas
Union Avenue.
of Stark County.
Approximately 0.86 mile
None
+1,046 upstream of Webb
Avenue.
Mahoning River Overflow............. At the confluence with
None
+1,045 City of Alliance, the Mahoning River.
Unincorpor ated Areas of Stark County.
At the divergence from
None
+1,046 the Mahoning River.
McDowell Ditch...................... Approximately 140 feet
+1,046
+1,045 City of Canton, City of upstream of Guilford
North Canton,
Avenue.
Unincorpor ated Areas of Stark County.
At the confluence with
+1,061
+1,062
Zimber Ditch.
McDowell Ditch Overflow 1 (formerly At the downstream side
+1,052
+1,051 Unincorpor ated Areas
McDowell Ditch Diversion Channel). of I-77.
of Stark County.
At the upstream side of
+1,054
+1,053
I-77.
Page 32691
McDowell Ditch Overflow 2........... At the confluence with
None
+1,054 City of Canton,
McDowell Ditch
Unincorpor ated Areas
Overflow 1.
of Stark County.
At the divergence from
None
+1,055
McDowell Ditch.
Metzger Ditch....................... Approximately 160 feet
None
+1,107 Unincorpor ated Areas downstream of Cain
of Stark County.
Street (Summit County boundary).
Approximately 1.18 mile
None
+1,124 upstream of Lake
Center Street.
Middle Tributary.................... At the confluence with
None
+1,108 City of Louisville.
North Chapel Creek.
At the downstream side
None
+1,148 of Atlantic Boulevard
(U.S. Route 62).
North Chapel Creek.................. At the upstream side of
+1,106
+1,105 City of Louisville,
Frana Clara Street.
Unincorpor ated Areas of Stark County.
At the downstream side
None
+1,144 of Atlantic Boulevard
(U.S. Route 62).
Plum Creek.......................... Approximately 0.82 mile
+946
+947 City of Canal Fulton, downstream of
Unincorpor ated Areas
Manchester Avenue
of Stark County.
(State Route 93).
At the downstream side
+1,014
+1,012 of Akron Avenue.
Unnamed Tributary to East Branch
At the confluence with
None
+1,085 City of Louisville,
Nimishillen Creek.
East Branch
Unincorpor ated Areas
Nimishillen Creek.
of Stark County.
At the downstream side
None
+1,105 of Georgetown Street.
West Branch Nimishillen Creek....... Approximately 190 feet
+1,044
+1,043 City of Canton, City of downstream of I-77.
North Canton,
Unincorpor ated Areas of Stark County.
Approximately 700 feet
None
+1,155 downstream of Hoover
Avenue.
West Branch Nimishillen Creek
At the downstream side
None
+1,126 Unincorpor ated Areas
Overflow.
of Midway Street.
of Stark County.
Approximately 400 feet
None
+1,130 upstream of Midway
Street.
West Branch Nimishillen Creek
At the confluence with
+1,092
+1,090 Unincorpor ated Areas
Tributary 1.
West Branch
of Stark County.
Nimishillen Creek.
At the upstream side of
None
+1,140
State Street.
West Sippo Creek.................... At the downstream side
None
+995 City of Massillon, of Deermont Avenue.
Unincorpor ated Areas of Stark County.
At the downstream side
None
+1,034 of Manchester Avenue
(State Route 93).
Zimber Ditch Tributary 1............ Approximately 0.45 mile
None
+1,107 Unincorpor ated Areas upstream of Beech Hill
of Stark County.
Road (Summit County boundary).
Approximately 1,080
None
+1,164 feet upstream of
Cleveland Avenue.
Zimber Ditch Tributary 1A........... At the confluence with
None
+1,122 Unincorpor ated Areas
Zimber Ditch Tributary
of Stark County. 1.
Approximately 0.39 mile
None
+1,156 upstream of Burkey
Road.
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
Depth in feet above ground.
caret
Mean Sea Level, rounded to the nearest 0.1 meter.
** 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 Kevin C. Long, Acting Chief, Engineering Management Branch, Mitigation Directorate, Federal
Emergency Management Agency, 500 C Street, SW., Washington, DC 20472.
ADDRESSES
City of Alliance
Maps are available for inspection at 504 East Main Street, Alliance, OH 44601.
City of Canal Fulton
Maps are available for inspection at 155 East Market Street, Canal Fulton, OH 44614.
City of Canton
Maps are available for inspection at 424 Market Avenue North, Canton, OH 44702.
City of Louisville
Page 32692
Maps are available for inspection at 215 South Mill Street, Louisville, OH 44641.
City of Massillon
Maps are available for inspection at 151 Lincolnway East, Massillon, OH 44646.
City of North Canton
Maps are available for inspection at 220 West Maple Street, North Canton, OH 44720.
Unincorpor ated Areas of Stark County
Maps are available for inspection at 110 Central Plaza South, Canton, OH 44702.
(Catalog of Federal Domestic Assistance No. 97.022, ``Flood
Insurance.'')
Dated: May 14, 2010.
Sandra K. Knight,
Deputy Federal Insurance and Mitigation Administrator, Mitigation,
Department of Homeland Security, Federal Emergency Management Agency.
FR Doc. 2010-13859 Filed 6-8-10; 8:45 am
BILLING CODE 9110-12-P
