Federal Register / Vol. 75, No. 100 / Tuesday, May 25, 2010 / Proposed Rules 29219 

on the relationship between the national 

government and the States, or on 

distribution of power and 

responsibilities among the various 

levels of government. This proposed 

rule merely proposes to remove the 

December 11, 2008 regulations. 

Therefore, in accordance with Executive 

Order 12612, it is determined that this 

rule does not have sufficient federalism 

implications to warrant the preparation 

of a Federalism Assessment. 

Executive Order 12988—Civil Justice 

Reform 

This regulation meets the applicable 

standards set forth in sections 3(a) and 

3(b)(2) of Executive Order 12988. 

Regulatory Flexibility Act 

The Attorney General, in accordance 

with the Regulatory Flexibility Act (5 

U.S.C. 605(b)), has reviewed this 

regulation and by approving it certifies 

that this regulation will not have a 

significant economic impact on a 

substantial number of small entities. 

This proposed rule merely proposes to 

remove the December 11, 2008 

regulations. 

Unfunded Mandates Reform Act of 1955 

This rule will not result in the 

expenditure by State, local and Tribal 

governments, in the aggregate, or by the 

private sector, of $100,000,000 or more 

in any one year, and it will not 

significantly or uniquely affect small 

governments. Therefore, no actions were 

deemed necessary under the provisions 

of the Unfunded Mandates Reform Act 

of 1995. 

List of Subjects in 28 CFR Part 26 

Law enforcement officers, Prisoners. 

Accordingly, for the reasons set forth 

in the preamble, part 26 of chapter I of 

title 28 of the Code of Federal 

Regulations is proposed to be amended 

as follows: 

PART 26—DEATH SENTENCES 

PROCEDURES 

1. The authority citation for part 26 

continues to read as follows: 

Authority: 5 U.S.C. 301; 18 U.S.C. 4001(b), 

4002; 28 U.S.C. 509, 510, 2261, 2265. 

Subpart B—[Removed and Reserved] 

2. Subpart B is removed and reserved. 

Dated: May 19, 2010. 

Eric H. Holder, Jr., 

Attorney General. 

[FR Doc. 2010–12535 Filed 5–24–10; 8:45 am] 

BILLING CODE 4410–18–P 

DEPARTMENT OF HOMELAND 

SECURITY 

Federal Emergency Management 

Agency 

44 CFR Part 67 

[Docket ID FEMA–2010–0003; Internal 

Agency Docket No. FEMA–B–1089] 

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 August 23, 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–1089, 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: 

mstockstill on DSKH9S0YB1PROD with PROPOSALS

29220 Federal Register / Vol. 75, No. 100 / Tuesday, May 25, 2010 / Proposed Rules 

Authority: 42 U.S.C. 4001 et seq.; 

Reorganization Plan No. 3 of 1978, 3 CFR, 

1978 Comp., p. 329; E.O. 12127, 44 FR 19367, 

3 CFR, 1979 Comp., p. 376. 

§ 67.4 [Amended] 

2. The tables published under the 

authority of § 67.4 are proposed to be 

amended as follows: 

Source of flooding Location** 

*Elevation in feet (NGVD) 

+Elevation in feet (NAVD) 

#Depth in feet above 

ground 

∧Elevation in meters 

(MSL) 

Existing Modified 

City of Alexandria, Virginia 

Backlick Run ....................................... Approximately 0.4 mile downstream of South Van Dorn Street .................... +79 +80 

Approximately 600 feet upstream of South Van Dorn Street ........................ +94 +95 

Cameron Run ..................................... Just upstream of the confluence with Hooffs Run ......................................... +11 +12 

Approximately 1,750 feet upstream of I–495 (Capital Beltway) ..................... +24 +25 

Holmes Run ........................................ Approximately 450 feet downstream of I–395 ................................................ +80 +81 

Just downstream of I–395 .............................................................................. +84 +90 

Hooffs Run ......................................... At the confluence with Cameron Run ............................................................ +11 +12 

Approximately 260 feet upstream of East Linden Street ............................... None +18 

Old Cameron Run Channel ................ At the confluence with Hooffs Run ................................................................. +11 +12 

Approximately 270 feet upstream of Mill Road/Andrews Lane ...................... +11 +13 

Strawberry Run .................................. Just upstream of Eisenhower Avenue ............................................................ None +35 

Approximately 650 feet upstream of Fort Williams Parkway ......................... +128 +138 

Taylor Run .......................................... Approximately 300 feet downstream of Mill Road ......................................... +24 +25 

Approximately 0.7 mile upstream of Janneys Lane ....................................... None +148 

Timber Branch .................................... Just upstream of Timber Branch Parkway ..................................................... +69 +70 

Approximately 350 feet upstream of West Braddock Road ........................... None +134 

Tributary 1 to Cameron Run .............. Approximately 200 feet upstream of the confluence with Cameron Run ...... None +46 

Approximately 0.5 mile upstream of the confluence with Cameron Run ....... None +66 

Tributary 1 to Taylor Run ................... At the confluence with Taylor Run ................................................................. +24 +25 

Approximately 1,000 feet upstream of the confluence with Taylor Run ........ None +29 

Tributary 2 to Taylor Run ................... At the confluence with Taylor Run ................................................................. +81 +82 

Just downstream of Key Drive ....................................................................... +160 +164 

* National Geodetic Vertical Datum. 

+ North American Vertical Datum. 

# Depth in feet above ground. 

∧ 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 Alexandria 

Maps are available for inspection at 301 King Street, Alexandria, VA 22314. 

Flooding source(s) Location of referenced elevation 

* Elevation in feet (NGVD) 

+ Elevation in feet (NAVD) 

# Depth in feet above 

ground 

∧Elevation in meters 

(MSL) 

Communities affected 

Effective Modified 

Franklin County, Arkansas, and Incorporated Areas 

Arkansas River ...................... Approximately 412 feet downstream of the confluence 

with Mikes Creek.

+366 +367 Unincorporated Areas of 

Franklin County. 

Approximately 0.52 mile upstream of the confluence 

with Mikes Creek.

+366 +367 

Mulberry River ....................... Just upstream of Union Pacific Railroad ...................... None +392 Unincorporated Areas of 

Franklin County. 

Just downstream of I–40 .............................................. None +410 

Smith Creek .......................... Just upstream of the confluence with Unnamed Tributary.+364 +365 Unincorporated Areas of 

Franklin County. 

Approximately 1.02 mile upstream of the confluence 

with Unnamed Tributary.

+364 +365 

Unnamed Tributary ............... Just upstream of the confluence with Smith Creek ..... +364 +365 Unincorporated Areas of 

Franklin County. 

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Federal Register / Vol. 75, No. 100 / Tuesday, May 25, 2010 / Proposed Rules 29221 

Flooding source(s) Location of referenced elevation 

* Elevation in feet (NGVD) 

+ Elevation in feet (NAVD) 

# Depth in feet above 

ground 

∧Elevation in meters 

(MSL) 

Communities affected 

Effective Modified 

Approximately 0.55 mile upstream of the confluence 

with Smith Creek.

+364 +365 

White Oak Creek .................. Approximately 0.62 mile downstream of Union Pacific 

Railroad.

+384 +393 Unincorporated Areas of 

Franklin County. 

Approximately 1,865 feet upstream of Union Pacific 

Railroad.

+384 +393 

* National Geodetic Vertical Datum. 

+ North American Vertical Datum. 

# Depth in feet above ground. 

∧ 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 

Unincorporated Areas of Franklin County 

Maps are available for inspection at 211 West Commercial Street, Ozark, AR 72949 

Sharp County, Arkansas, and Incorporated Areas 

Curia Creek ........................... Approximately 1,490 feet downstream of State Highway 230.None +603 Unincorporated Areas of 

Sharp County. 

Just downstream of State Highway 230 ...................... None +608 

Lick Fork ............................... Just downstream of Gravel Pit Road ........................... None +595 Unincorporated Areas of 

Sharp County. 

Approximately 157 feet downstream of Gravel Pit 

Road.

None +597 

Right Prong Otter Creek ....... Approximately 500 feet upstream of Toshiming Trace None +491 Unincorporated Areas of 

Sharp County. 

Approximately 925 feet downstream of Waketa Drive None +530 

South Big Creek Tributary .... Approximately 750 feet downstream of Jackson 

Spring Road.

None +549 Unincorporated Areas of 

Sharp County. 

Approximately 600 feet downstream of Levee Road ... None +659 

* National Geodetic Vertical Datum. 

+ North American Vertical Datum. 

# Depth in feet above ground. 

∧ 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 

Unincorporated Areas of Sharp County 

Maps are available for inspection at 718 Ash Flat Drive, Ash Flat, AR 72513. 

Mendocino County, California, and Incorporated Areas 

Ackerman Creek ................... Upstream side of North State Street ............................ None +626 Pinoleville Indian Reservation, Unincorporated 

Areas of Mendocino 

County. 

Approximately 0.7 mile upstream of U.S. Route 101 

southbound lanes.

None +643 

* National Geodetic Vertical Datum. 

+ North American Vertical Datum. 

# Depth in feet above ground. 

∧ 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. 

mstockstill on DSKH9S0YB1PROD with PROPOSALS

29222 Federal Register / Vol. 75, No. 100 / Tuesday, May 25, 2010 / Proposed Rules 

Flooding source(s) Location of referenced elevation 

* Elevation in feet (NGVD) 

+ Elevation in feet (NAVD) 

# Depth in feet above 

ground 

∧Elevation in meters 

(MSL) 

Communities affected 

Effective Modified 

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 

Pinoleville Indian Reservation 

Maps are available for inspection at 500 Pinoleville Drive, Suite B, Ukiah, CA 95482. 

Unincorporated Areas of Mendocino County 

Maps are available for inspection at 890 North Bush Street, Ukiah, CA 95482. 

St. Johns County, Florida, and Incorporated Areas 

Kendall Creek ....................... Approximately 300 feet upstream of Roberts Road ..... *24 *25 Unincorporated Areas of 

St. Johns County. 

Approximately 700 feet upstream of Roberts Road ..... *25 *26 

Orange Grove Branch ........... Approximately 4,600 feet upstream of Orange Branch 

Trail.

*25 *26 Unincorporated Areas of 

St. Johns County. 

Approximately 5,700 feet upstream of Orange Branch 

Trail.

*25 *27 

* National Geodetic Vertical Datum. 

+ North American Vertical Datum. 

# Depth in feet above ground. 

∧ 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 

Unincorporated Areas of St. Johns County 

Maps are available for inspection at 4020 Lewis Speedway, St. Augustine, FL 32084. 

Iowa County, Iowa, and Incorporated Areas 

Old Mans Creek .................... Approximately 1,800 feet downstream of the corporate limits of the City of Williamsburg.None +754 Unincorporated Areas of 

Iowa County. 

At the southernmost corporate limit of the City of Williamsburg.None +756 

Approximately 300 feet upstream of Industrial Park 

Road.

None +762 

Approximately 2,000 feet upstream of State Street ..... None +763 

Approximately 700 feet upstream of State Route 149 None +764 

Approximately 2,600 feet upstream of State Route 

149.

None +765 

Approximately 3,800 feet upstream of State Route 

149.

None +766 

* National Geodetic Vertical Datum. 

+ North American Vertical Datum. 

# Depth in feet above ground. 

∧ 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 

Unincorporated Areas of Iowa County 

Maps are available for inspection at 901 Court Avenue, Marengo, IA 52301. 

Muscatine County, Iowa, and Incorporated Areas 

Mississippi River ................... Approximately 7.1 miles downstream of State Route 

92.

+555 +554 City of Muscatine, Unincorporated Areas of 

Muscatine County. 

Approximately 3.3 miles upstream of the confluence 

with Pine Creek.

+561 +560 

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Federal Register / Vol. 75, No. 100 / Tuesday, May 25, 2010 / Proposed Rules 29223 

Flooding source(s) Location of referenced elevation 

* Elevation in feet (NGVD) 

+ Elevation in feet (NAVD) 

# Depth in feet above 

ground 

∧Elevation in meters 

(MSL) 

Communities affected 

Effective Modified 

Mud Creek ............................ Approximately 1.2 mile upstream of Story Avenue ...... None +658 City of Wilton. 

Approximately 1.4 mile upstream of Story Avenue ...... None +658 

* National Geodetic Vertical Datum. 

+ North American Vertical Datum. 

# Depth in feet above ground. 

∧ 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 Muscatine 

Maps are available for inspection at 215 Sycamore Street, Muscatine, IA 52761. 

City of Wilton 

Maps are available for inspection at 104 East 4th Street, Wilton, IA 52778. 

Unincorporated Areas of Muscatine County 

Maps are available for inspection at 3610 Park Avenue West, Muscatine, IA 52761. 

Crawford County, Illinois, and Incorporated Areas 

Mill Creek .............................. Approximately at 1800th Avenue ................................. None +452 Unincorporated Areas of 

Crawford County. 

Approximately 975 feet upstream of North Street ....... None +452 

Mill Creek Tributary ............... Approximately 800 feet upstream of the confluence 

with Mill Creek.

+459 +458 Unincorporated Areas of 

Crawford County, Village 

of Hutsonville. 

Approximately 2,300 feet upstream of the confluence 

with Mill Creek.

None +479 

Sugar Creek .......................... Approximately at Franklin Road ................................... +439 +442 Village of Palestine. 

Approximately 2,370 feet upstream of County Route 5 +445 +444 

* National Geodetic Vertical Datum. 

+ North American Vertical Datum. 

# Depth in feet above ground. 

∧ 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 

Unincorporated Areas of Crawford County 

Maps are available for inspection at the County Courthouse, 100 Douglas Street, Robinson, IL 62454. 

Village of Hutsonville 

Maps are available for inspection at the Village Hall, 113 South Main Street, Hutsonville, IL 62433. 

Village of Palestine 

Maps are available for inspection at the Village Hall, 301 South Main Street, Palestine, IL 62451. 

Butler County, Kentucky, and Incorporated Areas 

Barren River (Backwater effects from Green River).From the confluence with the Green River to approximately 0.6 mile upstream of the confluence with Little Muddy Creek.+423 +424 Unincorporated Areas of 

Butler County. 

Big Bull Creek (Backwater effects from Green River).From the confluence with the Green River to approximately 0.5 mile upstream of Johnson Cemetery 

Road.

None +428 Unincorporated Areas of 

Butler County. 

Big Reedy Creek (Backwater 

effects from Green River).

From the confluence with the Green River to approximately 1,202 feet downstream of the confluence 

with Big Reedy Creek Tributary 4.

None +433 Unincorporated Areas of 

Butler County. 

Deerlick Creek (Backwater 

effects from Green River).

From the confluence with the Mud River to approximately 935 feet upstream of Penrod Road.None +404 Unincorporated Areas of 

Butler County. 

Deerlick Creek Tributary 6 

(Backwater effects from 

Green River).

From the confluence with Deerlick Creek to approximately 765 feet upstream of the confluence with 

Deerlick Creek.

None +404 Unincorporated Areas of 

Butler County. 

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29224 Federal Register / Vol. 75, No. 100 / Tuesday, May 25, 2010 / Proposed Rules 

Flooding source(s) Location of referenced elevation 

* Elevation in feet (NGVD) 

+ Elevation in feet (NAVD) 

# Depth in feet above 

ground 

∧Elevation in meters 

(MSL) 

Communities affected 

Effective Modified 

East Prong Indian Camp 

Creek (Backwater effects 

from Green River).

From the confluence with Indian Camp Creek to approximately 1,179 feet downstream of the confluence with East Prong Indian Camp Creek.None +415 Unincorporated Areas of 

Butler County. 

Gary Creek (Backwater effects from Green River).From the confluence with Little Reedy Creek to approximately 0.9 mile upstream of the confluence 

with Little Reedy Creek.

None +429 Unincorporated Areas of 

Butler County. 

Grassy Lick Creek (Backwater effects from Green 

River).

From the confluence with Muddy Creek to approximately 1.1 mile downstream of Sandy Creek Road.None +407 Unincorporated Areas of 

Butler County. 

Green River ........................... At the confluence with the Mud River .......................... +403 +404 City of Morgantown, City 

of Rochester, Unincorporated Areas of Butler 

County. 

At approximately 1.7 mile upstream of Reedyville 

Road.

+437 +438 

Hickory Camp Creek (Backwater effects from Green 

River).

From the confluence with Panther Creek to approximately 478 feet upstream of the confluence with 

Hickory Camp Creek Tributary 1.

+403 +405 Unincorporated Areas of 

Butler County. 

Hickory Camp Creek Tributary 1 (Backwater effects 

from Green River).

From the confluence with Hickory Camp Creek to approximately 676 feet upstream of the confluence 

with Hickory Camp Creek.

None +405 Unincorporated Areas of 

Butler County. 

Indian Camp Creek (Backwater effects from Green 

River).

From the confluence with the Green River to approximately 1.1 mile downstream of Dexterville-Gilstrap 

Road.

None +415 Unincorporated Areas of 

Butler County. 

Lindsey Creek (Backwater effects from Green River).From the confluence with East Prong Indian Camp 

Creek to approximately 0.4 mile downstream of 

Brownsville Road.

None +415 Unincorporated Areas of 

Butler County. 

Little Bull Creek (Backwater 

effects from Green River).

From the confluence with the Green River to approximately 0.6 mile upstream of the confluence with 

Tallow Branch.

None +425 Unincorporated Areas of 

Butler County. 

Little Reedy Creek (Backwater effects from Green 

River).

From the confluence with the Green River to approximately 0.9 mile upstream of the confluence with 

Rosy Creek.

None +429 Unincorporated Areas of 

Butler County. 

Meffords Branch (Backwater 

effects from Green River).

From the confluence with the Mud River to approximately 1,425 feet upstream of Perry Harper Road.None +404 Unincorporated Areas of 

Butler County. 

Meffords Branch Tributary 4 

(Backwater effects from 

Green River).

From the confluence with Meffords Branch to approximately 0.6 mile upstream of the confluence with 

Meffords Branch.

None +404 Unincorporated Areas of 

Butler County. 

Mud River (Backwater effects 

from Green River).

From the confluence with the Green River to approximately 2.2 miles upstream of the confluence with 

Deerlick Creek.

+403 +404 Unincorporated Areas of 

Butler County, City of 

Rochester. 

Mud River Tributary 17 

(Backwater effects from 

Green River).

From the confluence with the Green River to approximately 314 feet upstream of Rochester Road.+403 +404 Unincorporated Areas of 

Butler County, City of 

Rochester. 

Mud River Tributary 17.2 

(Backwater effects from 

Green River).

From the confluence with Mud River Tributary 17 to 

approximately 312 feet upstream of Rochester 

Road.

None +404 Unincorporated Areas of 

Butler County. 

Muddy Creek (Backwater effects from Green River).From the confluence with the Green River to approximately 877 feet upstream of the confluence with 

Muddy Creek Tributary 18.

None +407 Unincorporated Areas of 

Butler County. 

Muddy Creek Tributary 18 

(Backwater effects from 

Green River).

From the confluence with Muddy Creek to approximately 1,306 feet upstream of the confluence with 

Muddy Creek.

None +407 Unincorporated Areas of 

Butler County. 

Muddy Creek Tributary 27 

(Backwater effects from 

Green River).

From the confluence with Muddy Creek to approximately 1,421 feet downstream of Muddy Creek 

Tributary 27.2.

None +407 Unincorporated Areas of 

Butler County. 

Muddy Creek Tributary 39.1 

(Backwater effects from 

Green River).

From the confluence with Muddy Creek to approximately 669 feet downstream of Muddy Creek Tributary 39.1.None +407 Unincorporated Areas of 

Butler County. 

Panther Creek (Backwater 

effects from Green River).

From the confluence with the Green River to approximately 1,550 feet downstream of G. Southerland 

Road.

+403 +405 Unincorporated Areas of 

Butler County. 

Pipe Spring Hollow (Backwater effects from Green 

River).

From the confluence with the Green River to just 

downstream of William H. Natcher Parkway.

+409 +408 Unincorporated Areas of 

Butler County. 

mstockstill on DSKH9S0YB1PROD with PROPOSALS

Federal Register / Vol. 75, No. 100 / Tuesday, May 25, 2010 / Proposed Rules 29225 

Flooding source(s) Location of referenced elevation 

* Elevation in feet (NGVD) 

+ Elevation in feet (NAVD) 

# Depth in feet above 

ground 

∧Elevation in meters 

(MSL) 

Communities affected 

Effective Modified 

Pitman Creek (Backwater effects from Green River).From the confluence with Welch Creek to approximately 554 feet upstream of the confluence with 

Pitman Creek Tributary 3.

None +419 Unincorporated Areas of 

Butler County. 

Pitman Creek Tributary 3 

(Backwater effects from 

Green River).

From the confluence with Pitman Creek to approximately 280 feet upstream of the confluence with 

Pitman Creek.

None +419 Unincorporated Areas of 

Butler County. 

Renfrow Creek (Backwater 

effects from Green River).

From the confluence with the Green River to approximately 177 feet downstream of Bowling Green 

Road.

None +419 Unincorporated Areas of 

Butler County. 

Renfrow Creek Tributary 6 

(Backwater effects from 

Green River).

From the confluence with Renfrow Creek to approximately 1,236 feet downstream of Embry Way.None +419 Unincorporated Areas of 

Butler County. 

Renfrow Creek Tributary 7 

(Backwater effects from 

Green River).

From the confluence with Renfrow Creek to just 

downstream of South Main Street.

None +419 Unincorporated Areas of 

Butler County. 

Renfrow Creek Tributary 8 

(Backwater effects from 

Green River).

From the confluence with Renfrow Creek to approximately 0.5 mile upstream of the confluence with 

Renfrow Creek.

None +419 Unincorporated Areas of 

Butler County. 

Renfrow Creek Tributary 9 

(Backwater effects from 

Green River).

From the confluence with Renfrow Creek to just upstream of East Whalen Road.None +419 Unincorporated Areas of 

Butler County. 

Rosy Creek (Backwater effects from Green River).From the confluence with Little Reedy Creek to approximately 0.7 mile upstream of the confluence 

with Little Reedy Creek.

None +429 Unincorporated Areas of 

Butler County. 

Sandy Creek (Backwater effects from Green River).From the confluence with Muddy Creek to approximately 494 feet downstream of Martin Road.None +407 Unincorporated Areas of 

Butler County. 

Sandy Creek Tributary 5 

(Backwater effects from 

Green River).

From the confluence with Sandy Creek to just upstream of Dunbar-Leetown Road.None +407 Unincorporated Areas of 

Butler County. 

Tallow Branch (Backwater effects from Green River).From the confluence with Little Bull Creek to approximately 0.5 mile upstream of the confluence with Little Bull Creek.None +426 Unincorporated Areas of 

Butler County. 

Welch Creek (Backwater effects from Green River).From the confluence with the Green River to just 

downstream of Brownsville Road.

None +419 Unincorporated Areas of 

Butler County. 

West Prong Indian Camp 

Creek (Backwater effects 

from Green River).

From the confluence with Indian Camp Creek to approximately 3.7 miles upstream of the confluence 

with Indian Camp Creek.

None +414 Unincorporated Areas of 

Butler County. 

Wolfpen Hollow (Backwater 

effects from Green River).

From the confluence with East Prong Indian Camp 

Creek to approximately 1,205 feet downstream of 

McKendree Chapel Road.

None +415 Unincorporated Areas of 

Butler County. 

* National Geodetic Vertical Datum. 

+ North American Vertical Datum. 

# Depth in feet above ground. 

∧ 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 Morgantown 

Maps are available for inspection at City Hall, 117 North Main Street, Morgantown, KY 42261. 

City of Rochester 

Maps are available for inspection at City Hall, 672 Russellville Street, Rochester, KY 42273. 

Unincorporated Areas of Butler County 

Maps are available for inspection at the County Courthouse, 110 North Main Street, Morgantown, KY 42261. 

Hart County, Kentucky, and Incorporated Areas 

Bacon Creek (Backwater effects from Nolin Lake).From the confluence with Nolin Lake to approximately 

0.7 mile upstream of Charles Jaggers Road.

None +560 Unincorporated Areas of 

Hart County. 

Bacon Creek Tributary 41 

(Backwater effects from 

Nolin Lake).

From the confluence with Bacon Creek to approximately 0.5 mile upstream of the confluence with 

Bacon Creek.

None +560 Unincorporated Areas of 

Hart County. 

mstockstill on DSKH9S0YB1PROD with PROPOSALS

29226 Federal Register / Vol. 75, No. 100 / Tuesday, May 25, 2010 / Proposed Rules 

Flooding source(s) Location of referenced elevation 

* Elevation in feet (NGVD) 

+ Elevation in feet (NAVD) 

# Depth in feet above 

ground 

∧Elevation in meters 

(MSL) 

Communities affected 

Effective Modified 

Cane Run (Backwater effects 

from Nolin Lake).

From the confluence with Nolin Lake to approximately 

0.5 mile upstream of the confluence with Cane Run 

Tributary 11.

None +560 Unincorporated Areas of 

Hart County. 

Cane Run Tributary 13 

(Backwater effects from 

Nolin Lake).

From the confluence with Nolin Lake to approximately 

0.8 mile upstream of the confluence with Nolin 

Lake.

None +560 Unincorporated Areas of 

Hart County. 

Little Dog Creek (Backwater 

effects from Nolin Lake).

From the confluence with Nolin Lake to approximately 

1.3 mile upstream of the confluence with Nolin 

Lake.

None +560 Unincorporated Areas of 

Hart County. 

Nolin Lake ............................. Entire shoreline ............................................................. None +560 Unincorporated Areas of 

Hart County. 

Nolin River (Backwater effects from Nolin Lake).From the confluence with Nolin Lake to approximately 

3.1 miles downstream of Wheelers Mill Road.

None +560 Unincorporated Areas of 

Hart County. 

Nolin River Tributary 2 

(Backwater effects from 

Nolin Lake).

From the confluence with Nolin Lake to approximately 

1,692 feet upstream of the confluence with Nolin 

Lake.

None +560 Unincorporated Areas of 

Hart County. 

Nolin River Tributary 24 

(Backwater effects from 

Nolin Lake).

From the confluence with Nolin Lake to approximately 

268 feet upstream of Robbin Lane.

None +560 Unincorporated Areas of 

Hart County. 

* National Geodetic Vertical Datum. 

+ North American Vertical Datum. 

# Depth in feet above ground. 

∧ 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 

Unincorporated Areas of Hart County 

Maps are available for inspection at the Hart County Courthouse, 200 Main Street, Munfordville, KY 42765. 

Lawrence County, Kentucky, and Incorporated Areas 

Big Branch (Backwater effects from Yatesville Lake).From the confluence with Brushy Creek to approximately 1.6 mile upstream of the confluence with 

Brushy Creek.

None +644 Unincorporated Areas of 

Lawrence County. 

Blaine Creek ......................... Just downstream of the confluence with Hood Creek None +650 City of Blaine. 

Approximately 0.5 mile upstream of the confluence 

with Hood Creek.

None +652 

Blaine Creek (Backwater effects from Yatesville Lake).From the confluence with Yatesville Lake to approximately 2.0 miles upstream of the confluence with 

Yatesville Lake.

None +644 Unincorporated Areas of 

Lawrence County. 

Borders Branch (Backwater 

effects from Levisa Fork).

From the confluence with Levisa Fork to approximately 0.4 mile upstream of the confluence with 

Levisa Fork.

None +598 Unincorporated Areas of 

Lawrence County. 

Brushy Creek (Backwater effects from Yatesville Lake).From the confluence with Yatesville Lake to approximately 1.6 mile upstream of the confluence with 

Yatesville Lake.

None +644 Unincorporated Areas of 

Lawrence County. 

Daniels Creek (Backwater effects from Yatesville Lake).From the confluence with Yatesville Lake to approximately 0.5 mile upstream of the confluence with 

Yatesville Lake.

None +644 Unincorporated Areas of 

Lawrence County. 

Greenbrier Creek (Backwater 

effects from Yatesville 

Lake).

From the confluence with Yatesville Lake to approximately 0.6 mile upstream of the confluence with 

Yatesville Lake.

None +644 Unincorporated Areas of 

Lawrence County. 

Harriet Branch (Backwater 

effects from Yatesville 

Lake).

From the confluence with Yatesville Lake to approximately 0.5 mile upstream of the confluence with 

Yatesville Lake.

None +644 Unincorporated Areas of 

Lawrence County. 

Hood Creek (Backwater effects from Blaine Creek).From the confluence with Blaine Creek to approximately 1,700 feet upstream of the confluence with 

Blaine Creek.

None +650 City of Blaine. 

Irish Creek (Backwater effects from Yatesville Lake).From the confluence with Blaine Creek to approximately 2.0 miles upstream of the confluence with 

Blaine Creek.

None +644 Unincorporated Areas of 

Lawrence County. 

mstockstill on DSKH9S0YB1PROD with PROPOSALS

Federal Register / Vol. 75, No. 100 / Tuesday, May 25, 2010 / Proposed Rules 29227 

Flooding source(s) Location of referenced elevation 

* Elevation in feet (NGVD) 

+ Elevation in feet (NAVD) 

# Depth in feet above 

ground 

∧Elevation in meters 

(MSL) 

Communities affected 

Effective Modified 

Left Fork Little Blaine Creek 

(Backwater effects from 

Yatesville Lake).

From the confluence with Yatesville Lake to approximately 0.9 mile upstream of the confluence with 

Yatesville Lake.

None +644 Unincorporated Areas of 

Lawrence County. 

Levisa Fork ........................... At the confluence with Lick Creek East ....................... None +575 City of Louisa. 

Approximately 1.5 mile downstream of KY–644 .......... None +575 

Lick Creek East (Backwater 

effects from Levisa Fork).

From the confluence with Levisa Fork to Locust 

Street.

None +567 City of Louisa. 

Newcomb Creek (Backwater 

effects from Blaine Creek).

From approximately 350 feet upstream of KY–707 to 

approximately 0.5 mile upstream of KY–707.

None +567 Unincorporated Areas of 

Lawrence County. 

Pleas Creek (Backwater effects from Yatesville Lake).From the confluence with Yatesville Lake to approximately 0.3 mile upstream of the confluence with 

Yatesville Lake.

None +644 Unincorporated Areas of 

Lawrence County. 

Rich Creek (Backwater effects from Yatesville Lake).From the confluence with Yatesville Lake to approximately 0.9 mile upstream of the confluence with 

Yatesville Lake.

None +644 Unincorporated Areas of 

Lawrence County. 

Right Fork Irish Creek (Backwater effects from 

Yatesville Lake).

From the confluence with Irish Creek to approximately 

1,100 feet upstream of the confluence with Irish 

Creek.

None +644 Unincorporated Areas of 

Lawrence County. 

Right Fork Little Blaine Creek 

(Backwater effects from 

Yatesville Lake).

From the confluence with Yatesville Lake to approximately 1.1 mile upstream of the confluence with 

Yatesville Lake.

None +644 Unincorporated Areas of 

Lawrence County. 

Rockcastle Creek (Backwater 

effects from Tug Fork).

From just upstream of the confluence with Tug Fork 

to approximately 2.2 miles upstream of the confluence with Tug Fork.

None +598 Unincorporated Areas of 

Lawrence County. 

Two Mile Creek (Backwater 

effects from Big Sandy 

River).

From CSX Railroad to approximately 600 feet upstream of CSX Railroad.None +572 City of Louisa. 

Upper Twin Branch (Backwater effects from 

Yatesville Lake).

From the confluence with Yatesville Lake to approximately 0.3 mile upstream of the confluence with 

Yatesville Lake.

None +644 Unincorporated Areas of 

Lawrence County. 

Yatesville Lake ...................... Entire shoreline ............................................................. None +644 Unincorporated Areas of 

Lawrence County. 

* National Geodetic Vertical Datum. 

+ North American Vertical Datum. 

# Depth in feet above ground. 

∧ 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 Blaine 

Maps are available for inspection at 591 KY–201 South, Blaine, KY 41124. 

City of Louisa 

Maps are available for inspection at 215 North Main Cross Street, Louisa, KY 41230. 

Unincorporated Areas of Lawrence County 

Maps are available for inspection at 122 Ricky Skaggs Boulevard, Louisa, KY 41230. 

Meade County, Kentucky, and Incorporated Areas 

Ohio River ............................. Approximately 2.8 miles upstream of the confluence 

with Watson Run (River Mile 683.25).

+420 +421 City of Brandenburg, Unincorporated Areas of 

Meade County. 

Approximately 0.7 mile downstream of Lock and Dam 

No. 43 (River Mile 634.0).

+441 +442 

* National Geodetic Vertical Datum. 

+ North American Vertical Datum. 

# Depth in feet above ground. 

∧ 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. 

mstockstill on DSKH9S0YB1PROD with PROPOSALS

29228 Federal Register / Vol. 75, No. 100 / Tuesday, May 25, 2010 / Proposed Rules 

Flooding source(s) Location of referenced elevation 

* Elevation in feet (NGVD) 

+ Elevation in feet (NAVD) 

# Depth in feet above 

ground 

∧Elevation in meters 

(MSL) 

Communities affected 

Effective Modified 

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 Brandenburg 

Maps are available for inspection at 737 High Street, Brandenburg, KY 40108. 

Unincorporated Areas of Meade County 

Maps are available for inspection at the Office of the Executive County Judge, 516 Fairway Drive, Brandenburg, KY 40108. 

Scott County, Kentucky, and Incorporated Areas 

Dry Run ................................. Approximately 0.5 mile upstream of the confluence 

with North Elkhorn Creek.

+800 +801 City of Georgetown, Unincorporated Areas of 

Scott County. 

Approximately 1.2 mile upstream of Burton Pike ......... None +880 

Dry Run Tributary 1 (Backwater effects from Dry 

Run).

From the confluence with Dry Run to approximately 

0.3 mile downstream of I–75.

None +828 Unincorporated Areas of 

Scott County. 

Hall Branch (Backwater effects from Eagle Creek).From the confluence with Eagle Creek to approximately 0.3 mile upstream of Hinton-Sadieville Road.None +780 Unincorporated Areas of 

Scott County. 

Lane Run .............................. At the confluence with North Elkhorn Creek ................ +812 +811 City of Georgetown, Unincorporated Areas of 

Scott County. 

Approximately 850 feet upstream of Delaplain Road .. None +889 

McCracken Creek (Backwater effects from North 

Elkhorn Creek).

From the confluence with North Elkhorn Creek to approximately 269 feet downstream of the confluence 

with McCracken Creek Tributary 2.

None +782 City of Georgetown, Unincorporated Areas of 

Scott County. 

Royal Springs Creek (Backwater effects from North 

Elkhorn Creek).

From the confluence with North Elkhorn Creek to approximately 0.4 mile upstream of Paddler Lane.None +798 City of Georgetown, Unincorporated Areas of 

Scott County. 

South Elkhorn Creek ............. Just downstream of South Weisenberger Mill Road .... None +813 Unincorporated Areas of 

Scott County. 

At the confluence with Town Branch ........................... None +816 

Spoon Branch (Backwater effects from Eagle Creek).From Sadieville Road to approximately 783 feet upstream of Sadieville Road.None +778 City of Georgetown, Unincorporated Areas of 

Scott County. 

Town Branch (Backwater effects from South Elkhorn 

Creek).

From the confluence with South Elkhorn Creek to approximately 0.4 mile upstream of the confluence 

with South Elkhorn Creek.

None +816 Unincorporated Areas of 

Scott County. 

* National Geodetic Vertical Datum. 

+ North American Vertical Datum. 

# Depth in feet above ground. 

∧ 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 Georgetown 

Maps are available for inspection at City Hall, 100 Court Street, Georgetown, KY 40324. 

Unincorporated Areas of Scott County 

Maps are available for inspection at 100 East Main Street, Georgetown, KY 40324. 

Avoyelles Parish, Louisiana, and Incorporated Areas 

Bayou Blanc .......................... At the confluence with the Petite Riviere ..................... None +63 Unincorporated Areas of 

Avoyelles Parish. 

Approximately 300 feet upstream of the confluence 

with the Petite Riviere.

None +63 

Bayou Perit ........................... Approximately 720 feet downstream of Garan Lane ... None +59 Unincorporated Areas of 

Avoyelles Parish. 

Just downstream of Garan Lane .................................. None +60 

* National Geodetic Vertical Datum. 

+ North American Vertical Datum. 

mstockstill on DSKH9S0YB1PROD with PROPOSALS

Federal Register / Vol. 75, No. 100 / Tuesday, May 25, 2010 / Proposed Rules 29229 

Flooding source(s) Location of referenced elevation 

* Elevation in feet (NGVD) 

+ Elevation in feet (NAVD) 

# Depth in feet above 

ground 

∧Elevation in meters 

(MSL) 

Communities affected 

Effective Modified 

# Depth in feet above ground. 

∧ 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 

Unincorporated Areas of Avoyelles Parish 

Maps are available for inspection at 312 North Main Street, Marksville, LA 71351. 

Ouachita Parish, Louisiana, and Incorporated Areas 

Black Bayou .......................... Just upstream of Glenwood Drive ................................ +74 +75 City of West Monroe, Unincorporated Areas of 

Ouachita Parish. 

Just downstream of Blanchard Street .......................... +80 +79 

Black Bayou Lake ................. Approximately 1.6 mile downstream of Swatz Fairbanks Road.+76 +75 Unincorporated Areas of 

Ouachita Parish. 

Just upstream of Swatz Fairbanks Road ..................... +96 +95 

Black Bayou Tributary ........... Approximately 500 feet downstream of McMillan Road +80 +79 City of West Monroe, Unincorporated Areas of 

Ouachita Parish. 

Approximately 1,320 feet upstream of Norris Road ..... None +115 

Canal L–11 ............................ Approximately 890 feet downstream of Stubbs Vinson 

Road.

+70 +69 Unincorporated Areas of 

Ouachita Parish. 

Approximately 430 feet downstream of Chauvin 

Bayou/Canal L–11 Control Structure.

+74 +73 

East Branch Oliver Road 

Canal.

Just downstream of the unnamed railroad ................... +74 +75 City of Monroe. 

Approximately 500 feet upstream of Emerson Street .. #1 +76 

Gravel Pit Branch .................. At the confluence with Black Bayou ............................. +80 +79 City of West Monroe. 

Just upstream of I–20 ................................................... +86 +89 

Oliver Road Canal ................ Just downstream of Breard Road ................................ +71 +72 City of West Monroe. 

Approximately 0.4 mile downstream of Oliver Road .... +75 +76 

Ouachita River ...................... Just upstream of Horseshoe Lake Road ..................... None +87 Town of Sterlington, Unincorporated Areas of 

Ouachita Parish. 

Approximately 1.0 mile upstream of Ouachita City 

Road.

None +88 

Tupawek Bayou .................... Approximately 1,000 feet downstream of Dean Chapel Road.None +97 Unincorporated Areas of 

Ouachita Parish. 

Approximately 680 feet downstream of Laird Road ..... None +139 

West Prong ........................... Just upstream of Millhaven Road ................................. +69 +70 City of Monroe. 

Youngs Bayou ....................... Just upstream of 18th Street ........................................ +75 +74 

* National Geodetic Vertical Datum. 

+ North American Vertical Datum. 

# Depth in feet above ground. 

∧ 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 Monroe 

Maps are available for inspection at the Engineering Department, 400 Lea Joyner Expressway, Monroe, LA 71210. 

City of West Monroe 

Maps are available for inspection at the Planning and Zoning Office, 2305 North 7th Street, West Monroe, LA 71291. 

Town of Sterlington 

Maps are available for inspection at the Public Works Department, 103 High Street, Sterlington, LA 71280. 

Unincorporated Areas of Ouachita Parish 

Maps are available for inspection at the Ouachita Parish Health Unit, 1650 Desiard Street, Suite 202, Monroe, LA 71201. 

mstockstill on DSKH9S0YB1PROD with PROPOSALS

29230 Federal Register / Vol. 75, No. 100 / Tuesday, May 25, 2010 / Proposed Rules 

Flooding source(s) Location of referenced elevation 

* Elevation in feet (NGVD) 

+ Elevation in feet (NAVD) 

# Depth in feet above 

ground 

∧Elevation in meters 

(MSL) 

Communities affected 

Effective Modified 

Ottawa County, Michigan (All Jurisdictions) 

Alward Drain ......................... At the confluence with Rush Creek .............................. None +615 Charter Township of 

Georgetown, City of 

Hudsonville. 

Approximately 80 feet upstream of 36th Avenue ......... None +623 

Bareman Drain ...................... At the confluence with County Drain No. 15 & 17 ....... None +615 Township of Holland. 

Approximately 80 feet upstream of Quincy Street ....... None +633 

Bark Creek ............................ At the confluence with Bruces Bayou .......................... None +590 Township of Crockery. 

Approximately 0.6 mile downstream of Cleveland 

Street.

None +590 

Bass Creek ........................... At the confluence with the Grand River ....................... None +595 Charter Township of

Allendale. 

Approximately 0.5 mile upstream of Bass Drive .......... None +595 

Bliss Creek Intercounty Drain Approximately 975 feet downstream of Port Sheldon 

Street.

+607 +608 Charter Township of 

Georgetown. 

At the confluence with Knight Intercounty Drain .......... +645 +646 

Bliss Creek Intercounty Drain 

Diversion Channel.

At the downstream side of Stonehenge Drive ............. +627 +628 Charter Township of 

Georgetown. 

At the divergence from Bliss Creek Intercounty Drain +632 +633 

Buttermilk Creek ................... Approximately 680 feet downstream of Oak Street ..... +617 +618 City of Hudsonville, Township of Jamestown. 

Approximately 155 feet upstream of Quincy Street ..... None +685 

Castle Creek ......................... At the confluence with the Grand River ....................... None +595 Charter Township of

Polkton. 

Approximately 0.6 mile upstream of Leonard Street ... None +595 

County Drain No. 15 & 17 .... At the confluence with County Drain No. 8, North Holland Drain, and County Drain No. 40.+612 +611 Township of Holland. 

Approximately 1,520 feet upstream of Riley Street ..... None +619 

County Drain No. 28 ............. At the confluence with County Drain No. 40 and 

Windmill Creek.

+596 +593 Township of Holland. 

Approximately 125 feet upstream of James Street ...... None +607 

County Drain No. 4 & 43 ...... At the confluence with Noordeloos Creek .................... +596 +597 Township of Holland. 

Approximately 0.4 mile upstream of 104th Avenue ..... +596 +597 

County Drain No. 40 ............. At the confluence with County Drain No. 28 and 

Windmill Creek.

+596 +593 Township of Holland. 

At the confluence with County Drain No. 8, North Holland Drain, and County Drain No. 15 & 17.+612 +611 

County Drain No. 8 and 

North Holland Drain.

At the confluence with County Drain No. 15 & 17 and 

County Drain No. 40.

+612 +611 Township of Holland. 

Approximately 130 feet upstream of Quincy Street ..... None +625 

Crockery Creek ..................... At the confluence with the Grand River ....................... None +591 Township of Crockery.

At the upstream side of Fitzgerald Street .................... None +591 

DeWeerd Drain ..................... At the confluence with Rush Creek .............................. +609 +610 Charter Township of 

Georgetown, City of 

Hudsonville, Township 

of Jamestown. 

Approximately 570 feet upstream of I-196 North ......... None +661 

Deer Creek ............................ At the upstream side of the I–96 West ........................ None +614 Charter Township of 

Polkton. 

Deer Creek ............................ At the confluence with the Grand River ....................... None +597 Charter Township of 

Polkton, Charter Township of Tallmadge. 

Approximately 1 mile upstream of Leonard Street ...... None +597 

Deer Creek of Crockery ........ At the confluence with Bruces Bayou .......................... None +589 Township of Crockery. 

At the downstream side of Leonard Road ................... None +589 

East Georgetown Shores 

Lake.

Entire shoreline ............................................................. None +609 Charter Township of 

Georgetown. 

Fort Village Creek ................. At the confluence with Crockery Creek ........................ None +591 Township of Crockery.

Approximately 1,300 feet downstream of 104th Avenue.None +591 

Grand River ........................... Approximately 0.6 mile upstream of the confluence 

with Mill House Bayou.

None +588 Charter Township of 

Allendale, Charter Township of Polkton, Township of Crockery, Township of Robinson, Charter Township of 

Tallmadge. 

mstockstill on DSKH9S0YB1PROD with PROPOSALS

Federal Register / Vol. 75, No. 100 / Tuesday, May 25, 2010 / Proposed Rules 29231 

Flooding source(s) Location of referenced elevation 

* Elevation in feet (NGVD) 

+ Elevation in feet (NAVD) 

# Depth in feet above 

ground 

∧Elevation in meters 

(MSL) 

Communities affected 

Effective Modified 

Approximately 350 feet upstream of Lake Michigan 

Drive.

+601 +600 

Huizenga Intercounty Drain .. At the confluence with Rush Creek .............................. +605 +606 Charter Township of 

Georgetown. 

At the downstream side of Kenowa Avenue Southwest.+615 +616 

Knight Intercounty Drain ....... At the confluence with Bliss Creek Intercounty Drain .. +645 +646 Charter Township of 

Georgetown, Township 

of Jamestown. 

At the downstream side of Kenowa Avenue Southwest.None +651 

Little Robinson Bayou ........... At the confluence with the Grand River ....................... None +588 Township of Robinson. 

At the downstream side of 128th Avenue .................... None +588 

Macatawa River/Black Creek 

of Zeeland Drain.

Approximately 0.8 mile upstream of River Avenue ...... +585 +584 City of Holland, Township 

of Holland, Township of 

Zeeland. 

Approximately 400 feet upstream of Felch Street ....... None +607 

Meadowbrook Drain .............. At the confluence with Bliss Creek Intercounty Drain .. None +616 Charter Township of 

Georgetown. 

Approximately 620 feet upstream of 8th Avenue ......... None +618 

Miller I.C. ............................... At the confluence with Bliss Creek, Intercounty Drain, 

and Knight Intercounty Drain.

+645 +646 Charter Township of 

Georgetown, Township 

of Jamestown. 

Approximately 600 feet downstream of Ransom 

Street Southwest.

None +650 

Morning Dew Lake ................ Entire shoreline ............................................................. None +610 Township of Holland. 

Noordeloos Creek ................. At the confluence with Black Creek of Zeeland Drain +596 +597 City of Holland, City of 

Zeeland, Township of 

Holland. 

Downstream side of Paw Paw Drive ............................ None +600 

Northwest Branch of Rush 

Creek.

Upstream side of 40th Avenue ..................................... None +615 Charter Township of 

Georgetown. 

Downstream side of 48th Avenue ................................ None +635 

Ottawa Creek & Ext. Drain/ 

Ottawa Creek/Curry Drain.

At the confluence with the Grand River ....................... +600 +599 Charter Township of 

Allendale. 

Approximately 125 feet downstream of 40th Avenue .. +600 +599 

Rush Creek ........................... Upstream side of Main Street ...................................... +604 +606 City of Hudsonville, Charter Township of Georgetown. 

Downstream side of 40th Avenue ................................ None +615 

South Branch ........................ At the confluence with Black Creek of Zeeland Drain None +602 Township of Zeeland. 

Approximately 0.6 mile downstream of Lizbeth Drive .. None +602 

Sterns Bayou and Sterns 

Creek.

At the downstream corporate limits of the Township of 

Robinson.

None +588 Township of Robinson. 

Downstream side of Ferris Street ................................ None +588 

Traders Creek ....................... At the confluence with the Grand River ....................... None +597 Charter Township of 

Allendale. 

Approximately 830 feet downstream of 60th Avenue .. None +597 

Trout Drain ............................ At the confluence with DeWeerd Drain ........................ None +612 Charter Township of 

Georgetown, City of 

Hudsonville. 

Approximately 315 feet west of 22nd Avenue ............. None +623 

Tulip Intercounty Drain .......... At the confluence with Black Creek of Zeeland Drain +598 +597 Township of Holland. 

Approximately 0.4 mile upstream of Adams Street ..... +598 +597 

Unnamed Tributary 1 to Buttermilk Creek.At the confluence with Buttermilk Creek ...................... None +651 City of Hudsonville. 

Approximately 105 feet upstream of northbound I–196 None +670 

Unnamed Tributary 1 to 

Crockery Creek.

At the confluence with Crockery Creek ........................ None +591 Township of Crockery. 

Approximately 850 feet downstream of Leonard Street None +591 

Unnamed Tributary 1 to 

Grand River.

At the confluence with Grand River ............................. None +594 Charter Township of 

Polkton. 

Approximately 1,900 feet upstream of the confluence 

with Grand River.

None +594 

Unnamed Tributary 2 to Buttermilk Creek.At the confluence with Buttermilk Creek ...................... None +673 Township of Jamestown. 

Approximately 100 feet downstream of Quincy Street None +702 

mstockstill on DSKH9S0YB1PROD with PROPOSALS

29232 Federal Register / Vol. 75, No. 100 / Tuesday, May 25, 2010 / Proposed Rules 

Flooding source(s) Location of referenced elevation 

* Elevation in feet (NGVD) 

+ Elevation in feet (NAVD) 

# Depth in feet above 

ground 

∧Elevation in meters 

(MSL) 

Communities affected 

Effective Modified 

Unnamed Tributary 2 to 

Crockery Creek.

At the confluence with Crockery Creek ........................ None +591 Township of Crockery. 

At the downstream side of I–96 East ........................... None +591 

Unnamed Tributary 2 to 

Grand River.

At the confluence with the Grand River ....................... None +596 Charter Township of 

Polkton. 

Approximately 780 feet upstream of Leonard Street ... None +596 

Unnamed Tributary 3 to 

Crockery Creek.

At the confluence with Crockery Creek ........................ None +591 Township of Crockery. 

At the downstream side of 104th Avenue .................... None +591 

Unnamed Tributary 3 to 

Grand River.

At the confluence with the Grand River ....................... None +596 Charter Township of 

Polkton. 

Approximately 930 feet upstream of Leonard Street ... None +596 

Unnamed Tributary 4 to 

Crockery Creek.

At the confluence with Crockery Creek ........................ None +591 Township of Crockery. 

Approximately 850 feet downstream of Fitzgerald 

Street.

None +591 

Unnamed Tributary 4 to 

Grand River.

At the confluence with the Grand River ....................... None +596 Charter Township of 

Polkton. 

Approximately 1,400 feet upstream of Leonard Street None +596 

Unnamed Tributary of Bruces 

Bayou.

At the confluence with Bruces Bayou .......................... None +589 Township of Crockery. 

Approximately 0.5 mile upstream of the confluence 

with Bruces Bayou.

None +589 

Unnamed Tributary to Bark 

Creek.

At the confluence with Bark Creek ............................... None +590 Township of Crockery. 

At the downstream side of Leonard Road ................... None +590 

Unnamed Tributary to Castle 

Creek.

At the confluence with Castle Creek ............................ None +595 Charter Township of 

Polkton. 

Approximately 1,200 feet upstream of the confluence 

with Castle Creek.

None +595 

Vans Bypass ......................... At the confluence with Bareman Drain ........................ None +618 Township of Holland. 

At the divergence from County Drain No. 15 & 17 ...... None +619 

West Georgetown Shores 

Lake.

Entire shoreline ............................................................. None +609 Charter Township of 

Georgetown. 

Windmill Creek ...................... At the confluence with the Macatawa River ................. +592 +593 Township of Holland. 

At the confluence with County Drain No. 28 and 

County Drain No. 40.

+596 +593 

* National Geodetic Vertical Datum. 

+ North American Vertical Datum. 

# Depth in feet above ground. 

∧ 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 

Charter Township of Allendale 

Maps are available for inspection at 6676 Lake Michigan Drive, Allendale, MI 49401. 

Charter Township of Georgetown 

Maps are available for inspection at 1515 Baldwin Street, Jenison, MI 49428. 

Charter Township of Polkton 

Maps are available for inspection at 6900 Arthur Street West, Coopersville, MI 49404. 

Charter Township of Tallmadge 

Maps are available for inspection at 0–1451 Leonard Street Northwest, Grand Rapids, MI 49534. 

City of Holland 

Maps are available for inspection at 270 River Avenue, Holland, MI 49423. 

City of Hudsonville 

Maps are available for inspection at 3275 Central Boulevard, Hudsonville, MI 49426. 

City of Zeeland 

Maps are available for inspection at 21 South Elm Street, Zeeland, MI 49464. 

Township of Crockery 

Maps are available for inspection at 17431 112th Avenue, Nunica, MI 49448. 

Township of Holland 

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Federal Register / Vol. 75, No. 100 / Tuesday, May 25, 2010 / Proposed Rules 29233 

Flooding source(s) Location of referenced elevation 

* Elevation in feet (NGVD) 

+ Elevation in feet (NAVD) 

# Depth in feet above 

ground 

∧Elevation in meters 

(MSL) 

Communities affected 

Effective Modified 

Maps are available for inspection at 353 North 120th Avenue, Holland, MI 49424. 

Township of Jamestown 

Maps are available for inspection at 2380 Riley Street, Jamestown, MI 49427. 

Township of Robinson 

Maps are available for inspection at 12010 120th Avenue, Grand Haven, MI 49417. 

Township of Zeeland 

Maps are available for inspection at 6582 Byron Road, Zeeland, MI 49464. 

Adams County, Mississippi, and Incorporated Areas 

Mississippi River ................... Approximately 1.9 mile downstream of John R. Junkin 

Drive.

None +76 Unincorporated Areas of 

Adams County. 

Approximately 1.3 mile downstream of John R. Junkin 

Drive.

None +76 

* National Geodetic Vertical Datum. 

+ North American Vertical Datum. 

# Depth in feet above ground. 

∧ 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 

Unincorporated Areas of Adams County 

Maps are available for inspection at 115 South Wall Street, Natchez, MS 39210. 

Noxubee County, Mississippi, and Incorporated Areas 

Tombigbee River ................... At the Lowndes County boundary ................................ None +155 Unincorporated Areas of 

Noxubee County. 

Approximately 3.1 miles upstream of the Lowndes 

County boundary.

None +156 

* National Geodetic Vertical Datum. 

+ North American Vertical Datum. 

# Depth in feet above ground. 

∧ 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 

Unincorporated Areas of Noxubee County 

Maps are available for inspection at the Noxubee County Courthouse, 505 South Jefferson Street, Macon, MS 39341. 

Camden County, Missouri, and Incorporated Areas 

Niangua River ....................... Approximately 0.9 mile downstream of U.S. Route 54 None +668 City of Camdenton. 

Approximately 0.7 mile downstream of U.S. Route 54 None +668 

* National Geodetic Vertical Datum. 

+ North American Vertical Datum. 

# Depth in feet above ground. 

∧ 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 Camdenton 

Maps are available for inspection at City Hall, 437 West U.S. Route 54, Camdenton, MO 65020. 

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29234 Federal Register / Vol. 75, No. 100 / Tuesday, May 25, 2010 / Proposed Rules 

Flooding source(s) Location of referenced elevation 

* Elevation in feet (NGVD) 

+ Elevation in feet (NAVD) 

# Depth in feet above 

ground 

∧Elevation in meters 

(MSL) 

Communities affected 

Effective Modified 

Cape Girardeau County, Missouri, and Incorporated Areas 

Apple Creek .......................... Approximately 1,010 feet downstream of U.S. Route 

61.

None +399 Village of Old Appleton. 

Approximately 200 feet upstream of U.S. Route 61 .... None +403 

Goose Creek ......................... Approximately 0.4 mile downstream of County Road 

302.

None +475 Unincorporated Areas of 

Cape Girardeau County. 

Approximately 0.5 mile upstream of County Road 302 None +503 

Goose Creek East Fork ........ Just upstream of the confluence with Goose Creek .... None +485 Unincorporated Areas of 

Cape Girardeau County. 

Approximately 1,490 feet upstream of the confluence 

with Goose Creek.

None +503 

Hubble Creek ........................ Approximately 0.5 mile upstream of Sunset Hills Drive None +449 Unincorporated Areas of 

Cape Girardeau County. 

Approximately 100 feet upstream of the Southbound 

Ramp of I–55.

None +508 

Unnamed Tributary to Hubble 

Creek (Backwater effects 

from Hubble Creek).

Approximately 500 feet upstream from the confluence 

with Hubble Creek.

None +441 Unincorporated Areas of 

Cape Girardeau County. 

Approximately 635 feet upstream from the confluence 

with Hubble Creek.

None +441 

Mississippi River ................... Approximately 4.6 miles downstream of State Route 

140.

+351 +348 City of Cape Girardeau, 

Unincorporated Areas of 

Cape Girardeau County. 

Approximately 24.6 miles upstream of State Route 

140.

+370 +368 

Ramsey Branch .................... Approximately 100 feet upstream of I–55 .................... None +355 City of Cape Girardeau, 

Unincorporated Areas of 

Cape Girardeau County. 

Approximately 1.5 mile upstream of County Road 314 None +474 

Rocky Branch ........................ Approximately 200 feet upstream of North Farmington 

Road.

None +470 Unincorporated Areas of 

Cape Girardeau County. 

Approximately 0.6 mile upstream of North Farmington 

Road.

None +488 

Rocky Branch West Fork ...... Just upstream of the confluence with Rocky Branch ... None +410 City of Jackson, Unincorporated Areas of Cape 

Girardeau County. 

Approximately 260 feet upstream of Old Toll Road ..... None +446 

Veterans Fork ....................... Approximately 1,775 feet downstream of State Highway K.None +395 City of Cape Girardeau, 

Unincorporated Areas of 

Cape Girardeau County. 

Approximately 1,575 feet upstream of County Road 

314.

None +453 

Williams Creek ...................... Just upstream of County Road 318 ............................. +405 +404 City of Jackson, Unincorporated Areas of Cape 

Girardeau County. 

Approximately 1,003 feet upstream of Bainbridge 

Road.

+438 +441 

* National Geodetic Vertical Datum. 

+ North American Vertical Datum. 

# Depth in feet above ground. 

∧ 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 Cape Girardeau 

Maps are available for inspection at City Hall, 401 Independence Street, Cape Girardeau, MO 63703. 

City of Jackson 

Maps are available for inspection at City Hall, 101 Court Street, Jackson, MO 63755. 

Unincorporated Areas of Cape Girardeau County 

Maps are available for inspection at the Cape Girardeau County Courthouse, 1 Barton Square, Jackson, MO 63755. 

Village of Old Appleton 

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Federal Register / Vol. 75, No. 100 / Tuesday, May 25, 2010 / Proposed Rules 29235 

Flooding source(s) Location of referenced elevation 

* Elevation in feet (NGVD) 

+ Elevation in feet (NAVD) 

# Depth in feet above 

ground 

∧Elevation in meters 

(MSL) 

Communities affected 

Effective Modified 

Maps are available for inspection at the Village of Old Appleton Town Hall, P.O. Box 61, Old Appleton, MO 63770. 

Tioga County, New York (All Jurisdictions) 

Apalachin Creek .................... At the confluence with the Susquehanna River ........... +825 +826 Town of Owego. 

Approximately 1,729 feet upstream of Main Street ..... +825 +826 

Owego Creek ........................ At the confluence with the Susquehanna River ........... +814 +813 Town of Tioga, Village of 

Owego. 

Approximately 3,529 feet upstream of Waverly Road/ 

West Main Street.

+814 +813 

Susquehanna River .............. Approximately 2.3 miles upstream of State Highway 

17.

+780 +781 Town of Barton, Town of 

Nichols, Town of 

Owego, Town of Tioga, 

Village of Nichols, Village 

of Owego. 

Approximately 2.4 miles upstream of Valley View 

Drive.

+828 +829 

West Branch Owego Creek .. Approximately 2.86 miles upstream of West Newark 

Cross Road.

None +1,028 Town of Berkshire. 

Approximately 2.95 miles upstream of West Newark 

Cross Road.

None +1,029 

* National Geodetic Vertical Datum. 

+ North American Vertical Datum. 

# Depth in feet above ground. 

∧ 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 Barton 

Maps are available for inspection at the Barton Town Hall, 304 Route 17C, Waverly, NY 14892. 

Town of Berkshire 

Maps are available for inspection at the Berkshire Town Hall, 18 Railroad Avenue, Berkshire, NY 13736. 

Town of Nichols 

Maps are available for inspection at the Nichols Town Hall, 54 East River Road, Nichols, NY 13812. 

Town of Owego 

Maps are available for inspection at the Owego Town Hall, 2354 State Route 434, Apalachin, NY 13812. 

Town of Tioga 

Maps are available for inspection at the Tioga Town Hall, 54 5th Avenue, Tioga Center, NY 13845. 

Village of Nichols 

Maps are available for inspection at the Nichols Town Hall, 54 East River Road, Nichols, NY 13812. 

Village of Owego 

Maps are available for inspection at the Owego Village Municipal Building, Old Jail, 178 Main Street, Owego, NY 13827. 

Guernsey County, Ohio, and Incorporated Areas 

Clear Fork ............................. Approximately 175 feet downstream of Birmingham 

Road.

None +830 Unincorporated Areas of 

Guernsey County. 

Approximately 0.5 mile upstream of Birmingham Road None +837 

Leatherwood Creek ............... Approximately 174 feet upstream of Linn Road .......... None +874 Unincorporated Areas of 

Guernsey County, Village of Quaker City. 

At the upstream side of Eldon Road ............................ None +880 

Wills Creek ............................ Approximately 115 feet downstream of CSX Railroad None +802 Unincorporated Areas of 

Guernsey County. 

Approximately 191 feet upstream of SR 313 ............... None +803 

Wills Creek and Buffalo 

Creek.

Approximately 0.4 mile downstream of SR 146 ........... None +803 Unincorporated Areas of 

Guernsey County, Village of Pleasant City. 

Approximately 0.5 mile upstream of SR 146 ............... None +806 

Wills Creek at Kimbolton ...... Approximately 375 feet downstream of Main Street .... None +776 Unincorporated Areas of 

Guernsey County. 

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29236 Federal Register / Vol. 75, No. 100 / Tuesday, May 25, 2010 / Proposed Rules 

Flooding source(s) Location of referenced elevation 

* Elevation in feet (NGVD) 

+ Elevation in feet (NAVD) 

# Depth in feet above 

ground 

∧Elevation in meters 

(MSL) 

Communities affected 

Effective Modified 

Approximately 0.8 mile upstream of Main Street ......... None +777 

* National Geodetic Vertical Datum. 

+ North American Vertical Datum. 

# Depth in feet above ground. 

∧ 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 

Unincorporated Areas of Guernsey County 

Maps are available for inspection at 62782 Bennett Avenue, Cambridge, OH 43725. 

Village of Pleasant City 

Maps are available for inspection at 62782 Bennett Avenue, Cambridge, OH 43725. 

Village of Quaker City 

Maps are available for inspection at 126 Fair Street, Quaker City, OH 43773. 

Rogers County, Oklahoma, and Incorporated Areas 

Spunky Creek ....................... Approximately 568 feet downstream of I–44 ............... None +580 Town of Fair Oaks. 

Approximately 1,036 feet upstream of I–44 ................. None +580 

Spunky Creek Tributary ........ At the confluence with Spunky Creek .......................... None +580 Town of Fair Oaks. 

Approximately 866 feet upstream of the confluence 

with Spunky Creek.

None +580 

Verdigris River and flooding 

effects of the Verdigris 

River.

Approximately 1,080 feet downstream of the confluence with Unnamed Stream.None +580 Town of Fair Oaks. 

Approximately 621 feet downstream of the confluence 

with Unnamed Stream.

None +580 

* National Geodetic Vertical Datum. 

+ North American Vertical Datum. 

# Depth in feet above ground. 

∧ 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 Fair Oaks 

Maps are available for inspection at 219 South Missouri Street, Claremore, OK 74017. 

Meade County, South Dakota, and Incorporated Areas 

Bear Butte Creek .................. Approximately 3,000 feet downstream of Blanche 

Street.

None +3,341 Unincorporated Areas of 

Meade County. 

Approximately 1,632 feet downstream of Blanche 

Street.

None +3,351 

Approximately 675 feet upstream of 14th Street ......... +3,472 +3,473 

Approximately 630 feet upstream of 13th Street ......... +3,482 +3,480 

Blackhawk Creek .................. Approximately 20 feet downstream of Deadwood Avenue North.None +3,382 Unincorporated Areas of 

Meade County. 

Approximately 3,800 feet upstream of Anderson Road None +3,754 

Cook Canyon Creek ............. Approximately 2,550 feet upstream of Short Track 

Road.

None +3,593 Unincorporated Areas of 

Meade County. 

Approximately 450 feet upstream of I–90 .................... None +3,596 

Deadman Gulch .................... Approximately 180 feet upstream of Ballpark Road .... +3,509 +3,506 Unincorporated Areas of 

Meade County. 

Approximately 250 feet downstream of I–90 West ...... +3,534 +3,530 

Approximately 50 feet upstream of Elk Road .............. None +3,604 

Approximately 100 feet upstream of Elk Road ............ None +3,808 

Dolan Creek .......................... Approximately 500 feet upstream of West Farley 

Street.

None +3,452 Unincorporated Areas of 

Meade County. 

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Federal Register / Vol. 75, No. 100 / Tuesday, May 25, 2010 / Proposed Rules 29237 

Flooding source(s) Location of referenced elevation 

* Elevation in feet (NGVD) 

+ Elevation in feet (NAVD) 

# Depth in feet above 

ground 

∧Elevation in meters 

(MSL) 

Communities affected 

Effective Modified 

Approximately 1,250 feet downstream of I–90 ............ None +3,466 

Approximately 80 feet upstream of Pine Glenn Drive None +3,579 

Approximately 160 feet upstream of Glenn Ridge 

Court.

None +3,615 

East Vanocker Creek ............ Approximately 50 feet downstream of Chicago and 

Northwestern Railroad.

None +3,555 Unincorporated Areas of 

Meade County. 

Approximately 1,660 feet upstream of Chicago and 

Northwestern Railroad.

None +3,564 

Middle Cook Canyon Creek .. Approximately 1,400 feet upstream of Short Track 

Road.

None +3,562 Unincorporated Areas of 

Meade County. 

Approximately 1,950 feet upstream of Short Track 

Road.

None +3,596 

South Cook Canyon Creek ... Approximately 1,050 feet upstream of Short Track 

Road.

None +3,552 Unincorporated Areas of 

Meade County. 

Approximately 1,835 feet upstream of Short Track 

Road.

None +3,582 

South Dolan Creek ............... Approximately 2,050 feet upstream of Dolan Creek 

Road.

None +3,572 Unincorporated Areas of 

Meade County. 

Approximately 2,400 feet upstream of Dolan Creek 

Road.

None +3,575 

Vanocker Creek .................... Approximately 900 feet downstream of Harmon Street None +3,462 Unincorporated Areas of 

Meade County. 

Approximately 125 feet downstream of Harmon Street None +3,472 

Approximately 30 feet upstream of Vanocker Canyon 

Road.

None +3,596 

Approximately 200 feet upstream of Vanocker Canyon Road.None +3,597 

* National Geodetic Vertical Datum. 

+ North American Vertical Datum. 

# Depth in feet above ground. 

∧ 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 

Unincorporated Areas of Meade County 

Maps are available for inspection at the Meade County Courthouse, 1425 Sherman Street, Sturgis, SD 57785. 

Grant County, Wisconsin, and Incorporated Areas 

Mississippi River ................... Approximately 2.4 miles downstream of Lock and 

Dam No. 11.

+611 +610 Unincorporated Areas of 

Grant County, Village of 

Potosi. 

Approximately 10.8 miles upstream of Lock and Dam 

No. 11.

+614 +613 

Mississippi River ................... Approximately 7.4 miles upstream of Lock and Dam 

No. 10.

None +625 Village of Bagley. 

Approximately 8.0 miles upstream of Lock and Dam 

No. 10.

None +625 

* National Geodetic Vertical Datum. 

+ North American Vertical Datum. 

# Depth in feet above ground. 

∧ 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 

Unincorporated Areas of Grant County 

Maps are available for inspection at 111 South Jefferson Street, Lancaster, WI 53813. 

Village of Bagley 

mstockstill on DSKH9S0YB1PROD with PROPOSALS

29238 Federal Register / Vol. 75, No. 100 / Tuesday, May 25, 2010 / Proposed Rules 

Flooding source(s) Location of referenced elevation 

* Elevation in feet (NGVD) 

+ Elevation in feet (NAVD) 

# Depth in feet above 

ground 

∧Elevation in meters 

(MSL) 

Communities affected 

Effective Modified 

Maps are available for inspection at 400 South Jackley Lane, Bagley, WI 53801. 

Village of Potosi 

Maps are available for inspection at 105 North Main Street, Potosi, WI 53820. 

(Catalog of Federal Domestic Assistance No. 

97.022, ‘‘Flood Insurance.’’) 

Dated: May 5, 2010. 

Sandra K. Knight, 

Deputy Federal Insurance and Mitigation 

Administrator, Mitigation, Department of 

Homeland Security, Federal Emergency 

Management Agency. 

[FR Doc. 2010–12462 Filed 5–24–10; 8:45 am] 

BILLING CODE 9110–12–P 

DEPARTMENT OF HOMELAND 

SECURITY 

Federal Emergency Management 

Agency 

44 CFR Part 67 

[Docket ID FEMA–2010–0003; Internal 

Agency Docket No. FEMA–B–1100] 

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 August 23, 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–1100, 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. 

§ 67.4 [Amended] 

2. The tables published under the 

authority of § 67.4 are proposed to be 

amended as follows: 

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