Federal Register / Vol. 75, No. 24 / Friday, February 5, 2010 / Proposed Rules 5909 

standards would be inconsistent with 

applicable law or otherwise impractical. 

Voluntary consensus standards are 

technical standards (e.g., specifications 

of materials, performance, design, or 

operation; test methods; sampling 

procedures; and related management 

systems practices) that are developed or 

adopted by voluntary consensus 

standards bodies. 

This proposed rule does not use 

technical standards. Therefore, we did 

not consider the use of voluntary 

consensus standards. 

Environment 

We have analyzed this proposed rule 

under Department of Homeland 

Security Management Directive 023–01 

and Commandant Instruction 

M16475.lD, which guide the Coast 

Guard in complying with the National 

Environmental Policy Act of 1969 

(NEPA) (42 U.S.C. 4321–4370f), and 

have made a preliminary determination 

that this action is one of a category of 

actions which do not individually or 

cumulatively have a significant effect on 

the human environment. A preliminary 

environmental analysis checklist 

supporting this determination is 

available in the docket where indicated 

under ADDRESSES. This rule would be 

categorically excluded, under figure 2– 

1, paragraph (34)(g), of the Instruction 

because it would establish a safety zone. 

We seek any comments or information 

that may lead to the discovery of a 

significant environmental impact from 

this proposed rule. 

List of Subjects in 33 CFR Part 165 

Harbors, Marine safety, Navigation 

(water), Reporting and recordkeeping 

requirements, Security measures, 

Waterways. 

For the reasons discussed in the 

preamble, the Coast Guard proposes to 

amend 33 CFR part 165 as follows: 

PART 165—REGULATED NAVIGATION 

AREAS AND LIMITED ACCESS AREAS 

1. The authority citation for part 165 

continues to read as follows: 

Authority: 33 U.S.C. 1226, 1231; 46 U.S.C. 

Chapter 701, 3306, 3703; 50 U.S.C. 191, 195; 

33 CFR 1.05–1, 6.04–1, 6.04–6, and 160.5; 

Pub. L. 107–295, 116 Stat. 2064; Department 

of Homeland Security Delegation No. 0170.1. 

2. Add § 165.T14–199 to read as 

follows: 

§ 165.T14–199 Safety Zone; Dive Platform 

Vessel, Pago Pago Harbor, American 

Samoa. 

(a) Location. The following area is a 

temporary safety zone: All waters 

within a 200 foot (67 meter) radius 

around the dive platform vessel while it 

is performing dive operations in and 

around the CHEHALIS wreck. This 

safety zone extends from the surface of 

the water to the ocean floor. The wreck’s 

approximate position is 14°16.52′ S, 

170°40.56′ W, which is approximately 

350 feet north of the fuel dock in Pago 

Pago Harbor, American Samoa. These 

coordinates are based upon the National 

Oceanic and Atmospheric 

Administration Coast Survey, Pacific 

Ocean, Samoa Islands, chart 83484. 

(b) Prohibited activities. (1) Entry into 

or remaining in the safety zone 

described in paragraph (a) of this 

section is prohibited unless authorized 

by the Coast Guard Captain of the Port 

Honolulu. 

(2) Persons desiring to transit the 

safety zone may contact the Captain of 

the Port at telephone number 1–808– 

842–2600, the U.S. Coast Guard Marine 

Safety Detachment American Samoa at 

telephone number 1–684–633–2299, or 

the dive platform vessel on VHF 

channel 16 (156.800 MHz) or VHF 

channel 13 (156.650 MHz) to seek 

permission to transit the area. If 

permission is granted, all persons and 

vessels must comply with the 

instructions of the Captain of the Port or 

his designated representative. 

(c) Effective period. This rule is 

effective from 6 a.m. local American 

Samoa time on March 29, 2010 through 

8 p.m. local American Samoa time on 

April 17, 2010. 

(d) Regulations. In accordance with 

the general regulations in 33 CFR part 

165, subpart C, no person or vessel may 

enter or remain in the zone except for 

support vessels/aircraft and support 

personnel, or other vessels authorized 

by the Captain of the Port or his 

designated representatives. 

(e) Penalties. Vessels or persons 

violating this rule would be subject to 

the penalties set forth in 33 U.S.C. 1232 

and 50 U.S.C. 192. 

Dated: January 11, 2010. 

B.A. Compagnoni, 

Captain, U.S. Coast Guard, Captain of the 

Port Honolulu. 

[FR Doc. 2010–2470 Filed 2–4–10; 8:45 am] 

BILLING CODE 9110–04–P 

DEPARTMENT OF HOMELAND 

SECURITY 

Federal Emergency Management 

Agency 

44 CFR Part 67 

[Docket ID FEMA–2010–0003; Internal 

Agency Docket No. FEMA–B–1085] 

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 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 May 6, 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–1085, 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 

WReier-Aviles on DSKGBLS3C1PROD with PROPOSALS

5910 Federal Register / Vol. 75, No. 24 / Friday, February 5, 2010 / Proposed Rules 

determinations of BFEs and modified 

BFEs for each community listed below, 

in accordance with section 110 of the 

Flood Disaster Protection Act of 1973, 

42 U.S.C. 4104, and 44 CFR 67.4(a). 

These proposed BFEs and modified 

BFEs, together with the floodplain 

management criteria required by 44 CFR 

60.3, are the minimum that are required. 

They should not be construed to mean 

that the community must change any 

existing ordinances that are more 

stringent in their floodplain 

management requirements. The 

community may at any time enact 

stricter requirements of its own, or 

pursuant to policies established by other 

Federal, State, or regional entities. 

These proposed elevations are used to 

meet the floodplain management 

requirements of the NFIP and are also 

used to calculate the appropriate flood 

insurance premium rates for new 

buildings built after these elevations are 

made final, and for the contents in these 

buildings. 

Comments on any aspect of the Flood 

Insurance Study and FIRM, other than 

the proposed BFEs, will be considered. 

A letter acknowledging receipt of any 

comments will not be sent. 

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: 

State City/town/county Source of flooding Location ** 

* Elevation in feet (NGVD) 

+ Elevation in feet (NAVD) 

# Depth in feet above 

ground 

∧Elevation in meters 

(MSL) 

Existing Modified 

Village of Yellow Springs, Ohio 

Ohio ....................... Village of Yellow 

Springs.

Yellow Springs Creek ....... Approximately 0.8 mile upstream of 

Grinnell Road.

None +886 

Approximately 0.7 mile downstream of 

Fairfield Road.

None +905 

* 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 

Village of Yellow Springs 

Maps are available for inspection at 100 Dayton Street, Yellow Springs, OH 45387. 

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 

Chambers County, Alabama, and Incorporated Areas 

Hardley Creek (Backwater effects from Chattahoochee 

River).

From the confluence with the Chattahoochee River to 

approximately 0.53 mile upstream of Stateline Road.

+580 +579 Unincorporated Areas of 

Chambers County. 

Oseligee Creek ..................... Approximately 1.5 mile downstream of Fredonia Highway.+577 +576 Unincorporated Areas of 

Chambers County. 

Just downstream of Fredonia Highway ........................ +578 +576 

WReier-Aviles on DSKGBLS3C1PROD with PROPOSALS

Federal Register / Vol. 75, No. 24 / Friday, February 5, 2010 / Proposed Rules 5911 

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 

* 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 Chambers County 

Maps are available for inspection at 2 South LaFayette Street, Alabama, AL 36862. 

Ashley County, Arkansas, and Incorporated Areas 

Snake Creek ......................... Approximately 1,400 feet downstream of Main Street None +131 City of Crossett. 

Approximately 1,200 feet downstream of Main Street None +131 

* 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 Crossett 

Maps are available for inspection at City Hall, Main Street, Crossett, AR 71635. 

Hempstead County, Arkansas, and Incorporated Areas 

Black Branch ......................... Approximately 0.60 mile downstream of County Highway 118.None +318 Unincorporated Areas of 

Hempstead County. 

Approximately 1,850 feet upstream of Patmos Road .. None +364 

North Tributary to Caney 

Creek.

Approximately 1,200 feet downstream of Interstate 

Highway 30.

None +288 Unincorporated Areas of 

Hempstead County. 

Approximately 1,700 feet upstream of Interstate Highway 30.None +302 

Pate Creek ............................ Approximately 0.62 mile downstream of South Phillips 

Drive.

None +278 Unincorporated Areas of 

Hempstead County. 

Just upstream of County Highway 248 ........................ None +311 

Tributary to Caney Creek ..... Approximately 0.41 mile downstream of West 3rd 

Street.

None +285 Unincorporated Areas of 

Hempstead County. 

Approximately 1,800 feet upstream of West 3rd Street None +299 

Tributary to Pate Creek ........ At the confluence with Pate Creek ............................... None +301 Unincorporated Areas of 

Hempstead County. 

Approximately 700 feet downstream of Bill Clinton 

Drive.

None +319 

* 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 Hempstead County 

Maps are available for inspection at the County Courthouse, 400 South Washington Street, Hope, AR 71801. 

WReier-Aviles on DSKGBLS3C1PROD with PROPOSALS

5912 Federal Register / Vol. 75, No. 24 / Friday, February 5, 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 

Cumberland County, Illinois, and Incorporated Areas 

Embarras River ..................... Approximately 600 feet downstream of River Road 

extended.

None +517 Village of Jewett. 

Approximately 1,150 feet upstream of River Road extended.None +518 

* 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 

Village of Jewett 

Maps are available for inspection at the Village Hall, 2 North 12th Avenue, Jewett, IL 62436. 

Fulton County, Illinois, and Incorporated Areas 

Copperas Creek .................... Approximately 0.52 mile downstream of U.S. Highway 

24.

+455 +454 Unincorporated Areas of 

Fulton County, Village of 

Banner. 

Approximately 0.51 mile upstream of U.S. Highway 

24.

+455 +454 

Illinois River ........................... Approximately 0.88 mile downstream of County Highway 9 extended.+454 +453 Unincorporated Areas of 

Fulton County, Village of 

Banner, Village of Liverpool. 

Approximately 1.09 mile upstream of Marsh Road extended.+455 +454 

* 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 Fulton County 

Maps are available for inspection at the County Courthouse, Supervisor’s Office, 100 North Main Street, Lewistown, IL 61542. 

Village of Banner 

Maps are available for inspection at the Village Hall, 396 South Fulton Street, Banner, IL 61520. 

Village of Liverpool 

Maps are available for inspection at the Village Hall, 116 South State Street, Liverpool, IL 61543. 

Putnam County, Illinois, and Incorporated Areas 

Illinois River ........................... Approximately 0.83 mile downstream of the I–180 

bridge.

+463 +462 Unincorporated Areas of 

Putnam County, Village 

of Hennepin. 

Approximately 1.93 mile upstream of the IL–89 bridge +466 +463 

* 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. 

WReier-Aviles on DSKGBLS3C1PROD with PROPOSALS

Federal Register / Vol. 75, No. 24 / Friday, February 5, 2010 / Proposed Rules 5913 

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 

Unincorporated Areas of Putnam County 

Maps are available for inspection at the County Courthouse, 120 North 4th Street, Hennepin, IL 61327. 

Village of Hennepin 

Maps are available for inspection at the Village Hall, 627 East High Street, Hennepin, IL 61327. 

Ballard County, Kentucky, and Incorporated Areas 

Cane Creek (Backwater effects from Mississippi 

River).

From the confluence with Shawnee Creek Slough to 

approximately 2.3 miles upstream of the confluence 

with Shawnee Creek Slough.

+331 +330 Unincorporated Areas of 

Ballard County. 

Hazel Creek (Backwater effects from Ohio River).From the confluence with Brushy Pond Creek to approximately 3.2 miles upstream of the confluence 

with Brushy Pond Creek.

+332 +331 Unincorporated Areas of 

Ballard County. 

Humphrey Creek (Backwater 

effects from Ohio River).

From the confluence with Lucy Creek to approximately 2,007 feet upstream of the confluence with 

Lucy Creek.

+332 +331 Unincorporated Areas of 

Ballard County. 

Humphrey Creek Tributary 9 

(Backwater effects from 

Ohio River).

From the confluence with Humphrey Creek to approximately 1,320 feet upstream of the confluence 

with Humphrey Creek.

+332 +331 Unincorporated Areas of 

Ballard County. 

Lucy Creek (Backwater effects from Ohio River).From the confluence with Humphrey Creek to approximately 0.45 mile upstream of the confluence 

with Humphrey Creek.

+332 +331 Unincorporated Areas of 

Ballard County. 

Mississippi River ................... Approximately 3.5 miles downstream of the confluence with the Ohio River.+330 +329 Unincorporated Areas of 

Ballard County. 

Approximately 0.5 mile upstream of the confluence 

with the Ohio River.

+331 +330 

Ohio River ............................. Approximately 3.0 miles upstream of the confluence 

with the Mississippi River.

+331 +330 Unincorporated Areas of 

Ballard County. 

Approximately 6.3 miles upstream of Lock and Dam 

53.

+335 +334 

Stovall Creek (Backwater effects from Mississippi 

River).

From the confluence with the Mississippi River to approximately 1 mile upstream of Mayfield Road.+330 +329 Unincorporated Areas of 

Ballard 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 Ballard County 

Maps are available for inspection at 134 North 4th Street, Wickliffe, KY 42087. 

Hickman County, Kentucky, and Incorporated Areas 

Bayou de Chien (Backwater 

effects from Mississippi 

River).

From the confluence with Bayou de Chien Tributary 

12 to approximately 0.52 mile upstream of the confluence with Bayou de Chien Tributary 12.

None +321 Unincorporated Areas of 

Hickman County. 

Bayou de Chien Tributary 12 

(Backwater effects from 

Mississippi River).

From the confluence with Bayou de Chien to approximately 1,900 feet upstream of the confluence with 

Bayou de Chien.

None +321 Unincorporated Areas of 

Hickman County. 

Bowles Creek (Backwater effects from Mississippi 

River).

From the confluence with Obion Creek to approximately 1.1 mile upstream of the confluence with 

Obion Creek.

None +322 Unincorporated Areas of 

Hickman County. 

Cane Creek (Backwater effects from Mississippi 

River).

From the confluence with Obion Creek to approximately 3.1 miles upstream of the confluence with 

Obion Creek.

None +322 Unincorporated Areas of 

Hickman County. 

WReier-Aviles on DSKGBLS3C1PROD with PROPOSALS

5914 Federal Register / Vol. 75, No. 24 / Friday, February 5, 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 Creek II (Backwater effects from Mississippi 

River).

From the confluence with Bayou de Chien to approximately 0.8 mile upstream of the confluence with 

Bayou de Chien.

None +321 Unincorporated Areas of 

Hickman County. 

Cane Creek II Tributary 1.3 

(Backwater effects from 

Mississippi River).

From the confluence with Cane Creek II to approximately 0.6 mile upstream of the confluence with 

Cane Creek II.

None +321 Unincorporated Areas of 

Hickman County. 

Hollingsworth Creek (Backwater effects from Mississippi River).From the confluence with Obion Creek to approximately 1.4 mile upstream of the confluence with 

Obion Creek.

None +322 Unincorporated Areas of 

Hickman County. 

Hurricane Branch (Backwater 

effects from Mississippi 

River).

From the confluence with Bayou de Chien to approximately 1.1 miles upstream of the confluence with 

Bayou de Chien.

None +321 Unincorporated Areas of 

Hickman County. 

Mississippi River ................... Approximately 6.3 miles upstream of the confluence 

of Obion Creek in Fulton County.

None +322 Unincorporated Areas of 

Hickman County. 

Approximately 0.5 mile upstream of the confluence 

with Sandy Branch.

None +325 

Obion Creek (Backwater effects from Mississippi 

River).

Approximately 1.2 mile downstream of the confluence 

with Whayne Branch.

None +322 Unincorporated Areas of 

Hickman County. 

Obion Creek Tributary 18 

(Backwater effects from 

Mississippi River).

From the confluence with Obion Creek to approximately 1.9 mile upstream of the confluence with 

Obion Creek.

None +322 Unincorporated Areas of 

Hickman County. 

Whayne Branch (Backwater 

effects from Mississippi 

River).

From the confluence with Obion Creek to approximately 5.2 miles upstream of the confluence with 

Obion Creek.

None +322 Unincorporated Areas of 

Hickman 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 Hickman County 

Maps are available for inspection at 110 East Clay Street, Clinton, KY 42031. 

Webster County, Kentucky, and Incorporated Areas 

Bailey Ditch (Backwater effects from Green River).From the confluence with Knoblick Creek to approximately 0.93 mile upstream of the confluence with 

Knoblick Creek.

None +387 Unincorporated Areas of 

Webster County. 

Deer Creek (Backwater effects from Green River).From the confluence with East Fork Deer Creek to 

approximately 1.5 mile upstream of the confluence 

with East Fork Deer Creek.

None +387 Unincorporated Areas of 

Webster County. 

East Fork Deer Creek Tributary 1 (Backwater effects 

from Green River).

From the confluence with Deer Creek to approximately 2.7 miles upstream of the confluence with 

Deer Creek.

None +387 Unincorporated Areas of 

Webster County. 

Green River ........................... At approximately 1.5 mile downstream of the confluence with Groves Creek.None +386 Unincorporated Areas of 

Webster County. 

At approximately 5.2 miles upstream of the confluence with Deer Creek.None +388 

Green River Tributary 219 

(Backwater effects from 

Green River).

From the confluence with the Green River to approximately 1.5 mile upstream of the confluence with the 

Green River.

None +387 Unincorporated Areas of 

Webster County. 

Groves Creek (Backwater effects from Green River).From the confluence with the Green River to approximately 5.9 miles upstream of the confluence with 

the Green River.

None +386 Unincorporated Areas of 

Webster County. 

Knoblick Creek (Backwater 

effects from Green River).

From the confluence with Deer Creek to approximately 2.8 miles upstream of the confluence with 

Deer Creek.

None +387 Unincorporated Areas of 

Webster County. 

Mock Roy Creek (Backwater 

effects from Green River).

From the confluence with the Green River to approximately 2.5 miles upstream of the confluence with 

the Green River.

None +386 Unincorporated Areas of 

Webster County. 

WReier-Aviles on DSKGBLS3C1PROD with PROPOSALS

Federal Register / Vol. 75, No. 24 / Friday, February 5, 2010 / Proposed Rules 5915 

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).Approximately 1,690 feet upstream of State Highway 

KY–370.

None +388 Unincorporated Areas of 

Webster County. 

At approximately 3.8 miles upstream of the confluence with the Green River.None +388 

* 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 Webster County 

Maps are available for inspection at 35 South U.S. 41A, Dixon, KY 42409. 

Assumption Parish, Louisiana, and Incorporated Areas 

Flooding Effects of Lake 

Verret.

Approximately 1.14 mile south of the intersection of 

69 State Highway and 70 State Highway.

+6 +3 Unincorporated Areas of 

Assumption Parish. 

Approximately 2.46 miles south of the intersection of 

182 State Highway and 662 State Highway.

+6 +8 

Lake Verret ........................... At the intersection of U.S. Highway 90 and State 

Highway 662.

None +3 Unincorporated Areas of 

Assumption Parish. 

Along shoreline 2.5 miles east of State Highway 70 ... None +8 

* 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 Assumption Parish 

Maps are available for inspection at the Assumption Parish Hall, 4813 Highway 1, Napoleonville, LA 70390. 

East Feliciana Parish, Louisiana, and Incorporated Areas 

Amite River ........................... Approximately 2.0 miles downstream of State Highway 37.None +110 Unincorporated Areas of 

East Feliciana Parish. 

Just downstream from the northeast corner of the 

county line.

None +205 

Pretty Creek .......................... Flooding effects from Pretty Creek extending 1.0 mile 

west and 1.0 mile east from the confluence with the 

Comite River.

None +170 Unincorporated Areas of 

East Feliciana Parish. 

Flooding effects from Pretty Creek extending 1.5 mile 

west from State Highway 10.

None +183 

* 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. 

WReier-Aviles on DSKGBLS3C1PROD with PROPOSALS

5916 Federal Register / Vol. 75, No. 24 / Friday, February 5, 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 

ADDRESSES 

Unincorporated Areas of East Feliciana Parish 

Maps are available for inspection at 12064 Marston Street, Clinton, LA 70722. 

Wicomico County, Maryland, and Incorporated Areas 

Andrews Branch .................... Approximately 50 feet upstream of Gordy Mill Road ... None +42 Unincorporated Areas of 

Wicomico County. 

Approximately 350 feet upstream of Gordy Mill Road None +42 

Beaglin Branch ...................... Just upstream of Mount Hermon Road ........................ None +34 Unincorporated Areas of 

Wicomico County, City 

of Salisbury. 

Just upstream of Tilghman Road ................................. None +35 

Brewington Branch ................ Just upstream of Conrail .............................................. +28 +31 Unincorporated Areas of 

Wicomico County, City 

of Salisbury. 

Approximately 1,000 feet upstream of Salisbury Bypass (U.S. Routes 50 and 13).None +34 

Coty Cox Branch ................... Approximately 100 feet upstream of Jersey Road ....... None +29 Unincorporated Areas of 

Wicomico County. 

Approximately 1,700 feet upstream of Jersey Road .... None +30 

Mayer Branch ........................ Just upstream of Gordy Mill Road ............................... None +40 Unincorporated Areas of 

Wicomico County, Town 

of Delmar. 

Approximately 1,480 feet upstream of Gordy Mill 

Road.

None +43 

Middle Neck Branch .............. Approximately 200 feet upstream of the confluence 

with Johnson Pond.

+13 +15 Unincorporated Areas of 

Wicomico County, City 

of Salisbury. 

Approximately 2,000 feet upstream of Salisbury Bypass (U.S. Routes 50 and 13).None +37 

Morris Prong ......................... At Jackson Road .......................................................... +34 +38 Unincorporated Areas of 

Wicomico County. 

Approximately 200 feet upstream of Jackson Road .... None +38 

Owens Branch ...................... Just upstream of Private Drive (located approximately 

700 feet upstream of Nanticoke Road).

None +13 Unincorporated Areas of 

Wicomico County. 

Approximately 2,100 feet upstream of Private Drive 

(located approximately 700 feet upstream of Nanticoke Road).

None +16 

Peggy Branch ....................... At the confluence with Middle Neck Branch ................ +30 +32 Unincorporated Areas of 

Wicomico County, City 

of Salisbury. 

Just downstream of Aydelotte Road ............................ +30 +32 

Slab Bridge Creek ................. Just upstream of Division Street .................................. +21 +22 Unincorporated Areas of 

Wicomico County, City 

of Fruitland. 

Just downstream of Salisbury Bypass (U.S. Routes 

13 and 50).

+23 +25 

Tonytank Creek ..................... Just downstream of Riverside Drive ............................ +7 +9 Unincorporated Areas of 

Wicomico County. 

At Nutters Cross Road ................................................. +35 +40 

Tuxents Branch ..................... At the confluence with Tonytank Creek ....................... +7 +9 Unincorporated Areas of 

Wicomico County, City 

of Fruitland. 

Approximately 700 feet upstream of Camden Avenue None +19 

Unnamed Tributary to 

Beaglin Branch.

At Mount Hermon Road ............................................... +30 +36 Unincorporated Areas of 

Wicomico County, City 

of Salisbury. 

Approximately 100 feet upstream of Mount Hermon 

Road.

None +36 

White Marsh Creek ............... Just upstream of Nutters Cross Road .......................... None +40 Unincorporated Areas of 

Wicomico County. 

Approximately 600 feet upstream of Nutters Cross 

Road.

None +40 

* National Geodetic Vertical Datum. 

+ North American Vertical Datum. 

# Depth in feet above ground. 

WReier-Aviles on DSKGBLS3C1PROD with PROPOSALS

Federal Register / Vol. 75, No. 24 / Friday, February 5, 2010 / Proposed Rules 5917 

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 

∧ 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 Fruitland 

Maps are available for inspection at City Hall, 20 Shady Lane, Fruitland, MD 21826. 

City of Salisbury 

Maps are available for inspection at City Hall, 125 North Division Street, Salisbury, MD 21801. 

Town of Delmar 

Maps are available for inspection at the Town Hall, East Saint Penn Avenue, Delmar, MD 21875. 

Unincorporated Areas of Wicomico County 

Maps are available for inspection at the Government Office Building, 125 North Division Street, Room 203, Salisbury, MD 21803. 

Calhoun County, Michigan, and Incorporated Areas 

Duck Lake ............................. Entire shoreline ............................................................. None +930 Township of Clarence. 

Kalamazoo River ................... Approximately 705 feet downstream of 20th Street ..... None +807 City of Springfield. 

Approximately 0.33 mile upstream of Angell Street ..... None +808 

Kalamazoo River ................... Approximately 5 miles upstream of Interstate 69 North None +881 Township of Marshall. 

Approximately 200 feet downstream of Kalamazoo 

Avenue.

None +885 

Kalamazoo River ................... Approximately 1.08 mile upstream of 23 Mile Road .... None +919 Township of Sheridan. 

Approximately 1.1 mile upstream of 23 Mile Road ...... None +919 

Approximately 1.08 mile downstream of Albion Street None +929 

Approximately 0.7 mile downstream of Albion Street .. None +930 

Lyon Lake ............................. Entire shoreline ............................................................. None +941 Township of Frendonia. 

North Branch Kalamazoo 

River.

Approximately 225 feet upstream of 291⁄2 Mile Road .. None +947 Township of Sheridan. 

Approximately 0.75 mile upstream of 291⁄2 Mile Road None +947 

* 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 Springfield 

Maps are available for inspection at 601 Avenue A, Springfield, MI 49037. 

Township of Clarence 

Maps are available for inspection at 27052 R Drive North, Albion, MI 49224. 

Township of Frendonia 

Maps are available for inspection at 8803 17 Mile Road, Marshall, MI 49068. 

Township of Marshall 

Maps are available for inspection at 13551 Myron Avery Drive, Marshall, MI 49068. 

Township of Sheridan 

Maps are available for inspection at 13355 29th Mile Road, Albion, MI 49224. 

Fulton County, Ohio, and Incorporated Areas 

Bad Creek ............................. Approximately 1,200 feet downstream of State Highway 109.None +694 Village of Delta. 

Approximately 50 feet downstream of State Highway 

109.

None +697 

Brush Creek .......................... Approximately 0.5 mile upstream of County Highway 

24.

None +713 Village of Archbold. 

Approximately 100 feet upstream of County Highway 

22.

None +724 

WReier-Aviles on DSKGBLS3C1PROD with PROPOSALS

5918 Federal Register / Vol. 75, No. 24 / Friday, February 5, 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 

North Turkeyfoot Creek ........ Approximately 0.7 mile upstream of County Highway 

13.

None +742 City of Wauseon. 

Approximately 0.8 mile upstream of County Highway 

13.

None +743 

* 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 Wauseon 

Maps are available for inspection at City Hall, 230 Clinton Street, Wauseon, OH 43567. 

Village of Archbold 

Maps are available for inspection at the Municipal Building, 300 North Defiance Street, Archbold, OH 43502. 

Village of Delta 

Maps are available for inspection at Memorial Hall, 401 Main Street, Delta, OH 43515. 

Highland County, Ohio, and Incorporated Areas 

.

Clear Creek ........................... Approximately 1.4 mile upstream of State Route 138 None +938 City of Hillsboro, Unincorporated Areas of Highland County. 

Approximately 2.0 miles upstream of State Route 138 None +943 

Turtle Creek .......................... At the confluence with East Fork Little Miami River .... None +985 Unincorporated Areas of 

Highland County. 

Just downstream of Sycamore Street .......................... None +991 

Approximately 1,840 feet upstream of Sycamore 

Street.

None +996 

Approximately 0.4 mile upstream of Sycamore Street None +996 

* 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 Hillsboro 

Maps are available for inspection at City Hall, 130 North High Street, Hillsboro, OH 45133. 

Unincorporated Areas of Highland County 

Maps are available for inspection at 119 Governor Forraker Place, Second Floor, Suite 206, Highland, OH 45133. 

Perry County, Ohio, and Incorporated Areas 

Black Fork (Backwater effects from Moxahala 

Creek).

Upstream side of Ceramic Road .................................. None +755 Unincorporated Areas of 

Perry County. 

Confluence with Moxahala Creek ................................ None +755 

Brehm Run ............................ Confluence with Center Branch Rush Creek ............... None +824 Unincorporated Areas of 

Perry County. 

Approximately 1,640 feet upstream of Toll Gate Road None +838 

Buckeye Lake ....................... Entire shoreline ............................................................. None +893 Unincorporated Areas of 

Perry County. 

Center Branch Rush Creek .. Confluence with Rush Creek ........................................ +812 +811 Unincorporated Areas of 

Perry County. 

Approximately 0.9 mile upstream of State Route 668 None +856 

WReier-Aviles on DSKGBLS3C1PROD with PROPOSALS

Federal Register / Vol. 75, No. 24 / Friday, February 5, 2010 / Proposed Rules 5919 

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 

Clark Run .............................. Approximately 0.7 mile downstream of the confluence 

with Salem Run.

None +805 Unincorporated Areas of 

Perry County. 

Approximately 0.9 mile upstream of Mainesville Road None +819 

Jonathan Creek ..................... Approximately 900 feet downstream of Main Street in 

the Village of Glenford.

None +843 Unincorporated Areas of 

Perry County. 

Approximately 830 feet upstream of State Route 204 None +847 

Lideys Run ............................ Confluence with Center Branch Rush Creek ............... None +813 Unincorporated Areas of 

Perry County. 

Approximately 220 feet upstream of Pen Road ........... None +817 

Moxahala Creek .................... Confluence with Black Fork .......................................... None +755 Unincorporated Areas of 

Perry County, Village of 

Crooksville. 

Approximately 1,380 feet upstream of State Route 

669.

None +760 

Rush Creek ........................... Approximately 1.0 mile downstream of Flagdale Road +806 +805 Unincorporated Areas of 

Perry County. 

Approximately 240 feet downstream of the confluence 

with Center Branch Rush Creek.

+811 +810 

Salem Run ............................ Confluence with Clark Run ........................................... None +806 Unincorporated Areas of 

Perry County. 

Approximately 0.6 mile upstream of Flagdale Road .... None +824 

Sunday Creek ....................... Approximately 0.8 mile downstream of Main Street in 

the Village of Corning.

None +724 Unincorporated Areas of 

Perry County, Village of 

Corning. 

Approximately 890 feet upstream of Adams Street in 

the Village of Corning.

None +735 

West Branch Sunday Creek Approximately 1,760 feet downstream of Main Street 

in the Village of Hemlock.

None +760 Unincorporated Areas of 

Perry County, Village of 

Hemlock. 

Approximately 1,700 feet upstream of Main Street in 

the Village of Hemlock.

None +767 

* 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 Perry County 

Maps are available for inspection at 109–A East Gay Street, Somerset, OH 43783. 

Village of Corning 

Maps are available for inspection at 115 South Corning Avenue, Corning, OH 43730. 

Village of Crooksville 

Maps are available for inspection at 98 South Buckeye Street, Crooksville, OH 43731. 

Village of Hemlock 

Maps are available for inspection at 8810 Main Street Southeast, Hemlock, OH 43730. 

Sandusky County, Ohio, and Incorporated Areas 

Flag Run ............................... Approximately 0.4 mile downstream of North Broadway Street.None +669 Unincorporated Areas of 

Sandusky County, Village of Green Springs. 

Approximately 1,700 feet downstream of North Broadway Street.None +670 

Portage River ........................ Approximately 0.7 mile downstream of railroad ........... None +625 Unincorporated Areas of 

Sandusky County. 

Approximately 1,800 feet downstream of railroad ....... None +626 

Approximately 1,300 feet upstream of South Cherry 

Street.

None +631 

Approximately 0.5 mile upstream of South Cherry 

Street.

None +632 

Sandusky River ..................... Approximately 1,800 feet upstream of U.S. Route 20 None +586 City of Fremont. 

WReier-Aviles on DSKGBLS3C1PROD with PROPOSALS

5920 Federal Register / Vol. 75, No. 24 / Friday, February 5, 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 0.4 mile downstream of Tiffin Road ..... None +596 

Victoria Creek ....................... Approximately 200 feet upstream of Fort Findlay 

Road.

+630 +629 Village of Woodville. 

Approximately 100 feet downstream of Grand Avenue +630 +629 

* 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 Fremont 

Maps are available for inspection at 323 South Front Street, Fremont, OH 43420. 

Unincorporated Areas of Sandusky County 

Maps are available for inspection at 606 West State Street, Fremont, OH 43420. 

Village of Green Springs 

Maps are available for inspection at 120 Catherine Street, Green Springs, OH 44836. 

Village of Woodville 

Maps are available for inspection at 219 West Main Street, Woodville, OH 43469. 

Scioto County, Ohio, and Incorporated Areas 

Bonser Run (Backwater effects from Ohio River).Approximately 1,240 feet upstream of Milldale Road .. None +538 Unincorporated Areas of 

Scioto County. 

Approximately 620 feet upstream of Elliot Hill Road ... None +538 

Candy Run (Backwater effects from Scioto River).Confluence with the Scioto River ................................. None +535 Unincorporated Areas of 

Scioto County. 

Approximately 0.5 mile upstream of Huston HollowLong Run Road.None +535 

Duck Run (Backwater effects 

from Scioto River).

Approximately 547 feet upstream of Duck Run-Otway 

Road.

None +535 Unincorporated Areas of 

Scioto County. 

Just downstream of McDermott Pond Creek Road ..... None +535 

Lick Run (Backwater effects 

from Ohio River).

Approximately 0.5 mile upstream of State Route 522 None +538 Unincorporated Areas of 

Scioto County. 

Confluence with Pine Creek ......................................... None +538 

Little Scioto River (Backwater 

effects from Ohio River).

Approximately 4.6 miles upstream of Dixon Mill Road None +538 Unincorporated Areas of 

Scioto County. 

Approximately 447 feet upstream of Slocum Avenue .. None +538 

Little Scioto River Tributary 3 

(Backwater effects from 

Ohio River).

Confluence with the Little Scioto River ........................ None +538 Unincorporated Areas of 

Scioto County. 

Approximately 680 feet upstream of ChesapeakeOhio Railway.None +538 

Munn Run ............................. Just upstream of U.S. 52 Westbound (Gallia Street) .. None +536 City of Portsmouth, Village 

of New Boston. 

Approximately 860 feet upstream of Valley Street ...... None +551 

Oven Lick Run (Backwater 

effects from Ohio River).

Approximately 0.4 mile upstream of State Route 140 None +538 Unincorporated Areas of 

Scioto County. 

Confluence with Wards Run ......................................... None +538 

Scioto Brush Creek (Backwater effects from Scioto 

River).

Approximately 840 feet downstream of McDermott 

Pond Creek Road.

None +535 Unincorporated Areas of 

Scioto County. 

Approximately 0.5 mile downstream of State Route 

104.

None +535 

Swaugar Valley Run (Backwater effects from Ohio 

River).

Approximately 1,250 feet downstream of Elliot Hill 

Road.

None +538 Unincorporated Areas of 

Scioto County. 

Approximately 1,200 feet upstream of Elliot Hill Road None +538 

Swaugar Valley Run Tributary 1 (Backwater effects 

from Ohio River).

Confluence with Swaugar Valley Run .......................... None +538 Unincorporated Areas of 

Scioto County. 

WReier-Aviles on DSKGBLS3C1PROD with PROPOSALS

Federal Register / Vol. 75, No. 24 / Friday, February 5, 2010 / Proposed Rules 5921 

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 600 feet upstream of Swaugar Valley 

Road.

None +538 

Wards Run (Backwater effects from Ohio River).Confluence with the Little Scioto River ........................ None +538 Unincorporated Areas of 

Scioto County. 

Approximately 0.7 mile upstream of State Route 140 None +538 

* 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 Portsmouth 

Maps are available for inspection at 728 2nd Street, Portsmouth, OH 45662. 

Unincorporated Areas of Scioto County 

Maps are available for inspection at 617 Court Street, Portsmouth, OH 45662. 

Village of New Boston 

Maps are available for inspection at 3980 Rhodes Avenue, New Boston, OH 45662. 

Seneca County, Ohio, and Incorporated Areas 

Morrison Creek (Backwater 

from Sandusky River).

At the confluence with the Sandusky River ................. None +717 Unincorporated Areas of 

Seneca County. 

Approximately 700 feet upstream of the confluence 

with the Sandusky River.

None +717 

Sandusky River ..................... Approximately 1.0 mile downstream of Huss Street .... None +709 City of Tiffin, Unincorporated Areas of Seneca County. 

Approximately 1,600 feet downstream of U.S. Route 

224.

None +745 

* 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 Tiffin 

Maps are available for inspection at 51 East Market Street, Tiffin, OH 44883. 

Unincorporated Areas of Seneca County 

Maps are available for inspection at 109 South Washington Street, Suite 2002, Tiffin, OH 44883. 

Grady County, Oklahoma, and Incorporated Areas 

Congo Creek ......................... At the confluence with Washita River .......................... +1,077 +1,078 City of Chickasha, Unincorporated Areas of 

Grady County. 

Just upstream of Grand Avenue .................................. +1,115 +1,117 

Line Creek ............................. At the confluence with Washita River .......................... None +1,085 City of Chickasha, Unincorporated Areas of 

Grady County. 

Just downstream of Highway 62 .................................. +1,097 +1,099 

Line Creek Split .................... Just upstream of Burlington Northern Railroad ............ None +1,093 City of Chickasha, Unincorporated Areas of 

Grady County. 

At the confluence with Line Creek ............................... None +1,099 

WReier-Aviles on DSKGBLS3C1PROD with PROPOSALS

5922 Federal Register / Vol. 75, No. 24 / Friday, February 5, 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 

Washita River ........................ Approximately 1.98 mile downstream of confluence 

with Congo River.

None +1,078 City of Chickasha, Unincorporated Areas of 

Grady County. 

Approximately 0.81 mile upstream of N2840 ............... None +1,095 

* 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 Chickasha 

Maps are available for inspection at City Hall, 101 North 6th Street, Chickasha, OK 73018. 

Unincorporated Areas of Grady County 

Maps are available for inspection at the Grady County Floodplain Management Board, 315 West Pennsylvania Avenue, Chickasha, OK 73092. 

Jackson County, Oregon, and Incorporated Areas 

Daisy Creek .......................... At the confluence with Griffin Creek ............................ None +1,274 Unincorporated Areas of 

Jackson County, City of 

Central Point. 

Just upstream of Beall Lane ........................................ None +1,299 

Elk Creek .............................. At the confluence with Bear Creek .............................. None +1,271 Unincorporated Areas of 

Jackson County, City of 

Central Point. 

Just upstream of Beall Lane ........................................ None +1,297 

Griffin Creek .......................... At the confluence with Bear Creek .............................. None +1,214 Unincorporated Areas of 

Jackson County, City of 

Central Point. 

Just downstream of Taylor Road ................................. +1,265 +1,267 

Just upstream of Beall Lane ........................................ *1,297 +1,301 

Horn Creek ............................ At the confluence with Jackson Creek ......................... None +1,264 Unincorporated Areas of 

Jackson County, City of 

Central Point. 

Just downstream of Mendolia Way .............................. None +1,281 

Just upstream of Grant Road ....................................... None +1,290 

Jackson Creek ...................... Just downstream of Scenic Avenue ............................. None +1,235 Unincorporated Areas of 

Jackson County, City of 

Central Point. 

Just downstream of Taylor Road ................................. None +1,266 

Just upstream of Beall Lane ........................................ None +1,301 

Jackson Creek Overbank ..... At the confluence with Jackson Creek ......................... None +1,238 Unincorporated Areas of 

Jackson County, City of 

Central Point. 

At the divergence from Griffin Creek ........................... None +1,258 

Mingus Creek ........................ Just downstream of Pine Street ................................... None +1,261 Unincorporated Areas of 

Jackson County, City of 

Central Point. 

Just upstream of Highway 99 ....................................... None +1,295 

Rouge River .......................... Approximately 500 feet upstream of Savage Rapids 

Dam.

+978 +975 Unincorporated Areas of 

Jackson County. 

Approximately 1.02 mile upstream of the confluence 

with Little Savage Creek.

+992 +987 

* 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. 

WReier-Aviles on DSKGBLS3C1PROD with PROPOSALS

Federal Register / Vol. 75, No. 24 / Friday, February 5, 2010 / Proposed Rules 5923 

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 Central Point 

Maps are available for inspection at City Hall, 140 South 3rd Street, Central Point, OR 97502. 

Unincorporated Areas of Jackson County 

Maps are available for inspection at City Hall, 10 South Oakdale, Room 200, Medford, OR 97501. 

Abbeville County, South Carolina, and Incorporated Areas 

Blue Hill Creek ...................... Approximately 1,546 feet downstream of South Main 

Street.

+468 +462 City of Abbeville. 

Approximately 1,484 feet upstream of Vienna Street .. +500 +501 

Blue Hill Creek Tributary ....... Approximately 315 feet upstream of the confluence 

with Blue Hill Creek.

+493 +494 City of Abbeville. 

Approximately 100 feet upstream of Haigler Street 

Extended.

+556 +559 

* 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 Abbeville 

Maps are available for inspection at the Fire Department, 102 South Main Street, Abbeville, SC 29620. 

Edgefield County, South Carolina, and Incorporated Areas 

Stevens Creek ...................... Approximately 200 feet downstream of Woodland 

Road.

None +191 Unincorporated Areas of 

Edgefield County. 

At the confluence with the Savannah River ................. None +191 

* 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 Edgefield County 

Maps are available for inspection at the County Courthouse, 124 Courthouse Square, Edgefield, SC 29824. 

Brazos County, Texas, and Incorporated Areas 

Bee Creek Tributary B .......... Approximately 1,700 feet downstream of Christine 

Lane.

None +286 City of College Station. 

Just downstream of Southwest Parkway ..................... None +292 

Lick Creek ............................. Approximately 1,000 feet downstream of Mission Hills 

Drive.

+219 +216 City of College Station. 

Approximately 1.0 mile upstream of William D. Fitch 

Parkway.

None +253 

South Fork of Turkey Creek At the confluence with Turkey Creek ........................... None +262 City of Bryan. 

Approximately 650 feet downstream of Farm-to-Market 2818.None +282 

Turkey Creek ........................ Approximately 2 miles downstream from Jones Road None +226 City of Bryan, Unincorporated Areas of Brazos 

County. 

WReier-Aviles on DSKGBLS3C1PROD with PROPOSALS

5924 Federal Register / Vol. 75, No. 24 / Friday, February 5, 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 

Just downstream of Farm-to-Market 1688 ................... None +333 

Turkey Creek Tributary B ..... At the confluence with Turkey Creek ........................... None +250 City of Bryan. 

Approximately 0.6 mile upstream of the confluence 

with Turkey Creek Tributary B1.

None +292 

Turkey Creek Tributary B1 ... At the confluence with Turkey Creek Tributary B ........ None +268 City of Bryan. 

Approximately 0.5 mile upstream of the confluence 

with Turkey Creek Tributary B.

None +290 

Turkey Creek Tributary C ..... At the confluence with Turkey Creek ........................... None +240 City of Bryan. 

Approximately 0.5 mile upstream of Villa Maria Road None +260 

Turkey Creek Tributary D ..... At the confluence with Turkey Creek ........................... None +239 City of Bryan. 

Just downstream of Traditions Drive ............................ None +273 

Turkey Creek Tributary D1 ... At the confluence with Turkey Creek Tributary D ........ None +252 City of Bryan. 

Approximately 1,950 feet upstream of the confluence 

with Turkey Creek Tributary D.

None +276 

Unnamed Tributary to Bee 

Creek Tributary B.

At the confluence with Bee Creek Tributary B ............. None +291 City of College Station. 

Approximately 613 feet upstream of the confluence 

with Bee Creek Tributary B.

None +293 

Unnamed Tributary to White 

Creek.

Approximately 573 feet upstream of the confluence 

with Unnamed Tributary to White Creek Tributary 3.

None +277 City of College Station. 

Approximately 1,800 feet downstream of the confluence with White Creek Tributary 1.None +302 

Unnamed Tributary to White 

Creek Tributary 1.

At the confluence with Unnamed Tributary to White 

Creek.

None +289 City of College Station. 

Approximately 1,180 feet upstream of the confluence 

with Unnamed Tributary to White Creek.

None +300 

Unnamed Tributary to White 

Creek Tributary 2.

At the confluence with Unnamed Tributary to White 

Creek.

None +295 City of College Station. 

Approximately 600 feet upstream of Farm-to-Market 

2818.

None +308 

Unnamed Tributary to White 

Creek Tributary 3.

At the confluence with Unnamed Tributary to White 

Creek.

None +300 City of College Station. 

Approximately 280 feet upstream of the confluence 

with Unnamed Tributary to White Creek.

None +303 

Wickson Creek Tributary 23 At the confluence with Wickson Creek ........................ None +267 Unincorporated Areas of 

Brazos County. 

Approximately 284 feet downstream of Old Reliance 

Road.

None +268 

* 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 Bryan 

Maps are available for inspection at 300 South Texas Avenue, 1st Floor, Engineering Services Department, Bryan, TX 77803. 

City of College Station 

Maps are available for inspection at 1101 Texas Avenue, Development Engineering Division, College Station, TX 77842. 

Unincorporated Areas of Brazos County 

Maps are available for inspection at 2617 Highway 21 West, Brazos County Road and Bridge Department, Bryan, TX 77803. 

Llano County, Texas, and Incorporated Areas 

Colorado River ...................... Just upstream of the confluence with Spring Branch 

Creek.

+831 +830 Unincorporated Areas of 

Llano County, City of 

Sunrise Beach Village. 

Approximately 1.2 mile upstream of County Highway 

222.

+1,029 +1,025 

Dry Creek .............................. At the confluence with the Llano River ........................ +857 +858 Unincorporated Areas of 

Llano County. 

WReier-Aviles on DSKGBLS3C1PROD with PROPOSALS

Federal Register / Vol. 75, No. 24 / Friday, February 5, 2010 / Proposed Rules 5925 

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 

Just downstream of County Highway 3404 ................. None +860 

* 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 Sunrise Beach Village 

Maps are available for inspection at 124 Sunrise Drive, Sunrise Beach Village, TX 78643. 

Unincorporated Areas of Llano County 

Maps are available for inspection at 801 Ford Street, Llano, TX 78643. 

Maverick County, Texas, and Incorporated Areas 

Tributary to Seco Creek ........ Approximately 115 feet downstream of U.S. Highway 

277.

+736 +737 City of Eagle Pass, Unincorporated Areas of 

Maverick County. 

Approximately 200 feet upstream of U.S. Highway 

277.

+739 +740 

Unnamed Tributary of Rio 

Grande.

Approximately 200 feet upstream of Laura Street ....... +736 +737 Unincorporated Areas of 

Maverick County. 

Just downstream of Montemayor Street ...................... None +749 

* 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 Eagle Pass 

Maps are available for inspection at 500 Quarry Street, Suite 3, Eagle Pass, TX 78852. 

Unincorporated Areas of Maverick County 

Maps are available for inspection at 100 South Monroe Street, Eagle Pass, TX 78852. 

(Catalog of Federal Domestic Assistance No. 

97.022, ‘‘Flood Insurance.’’) 

Sandra K. Knight, 

Deputy Assistant Administrator for 

Mitigation, Department of Homeland 

Security, Federal Emergency Management 

Agency. 

[FR Doc. 2010–2478 Filed 2–4–10; 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–1091] 

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 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 

WReier-Aviles on DSKGBLS3C1PROD with PROPOSALS