Proposed Flood Elevation Determinations, 70386-70397 [2011-29197]
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70386
Federal Register / Vol. 76, No. 219 / Monday, November 14, 2011 / Proposed Rules
Collection of Information
This proposed rule would call for no
new collection of information under the
Paperwork Reduction Act of 1995 (44
U.S.C. 3501–3520).
between the Federal Government and
Indian tribes, or on the distribution of
power and responsibilities between the
Federal Government and Indian tribes.
Federalism
A rule has implications for federalism
under Executive Order 13132,
Federalism, if it has a substantial direct
effect on State or local governments and
would either preempt State law or
impose a substantial direct cost of
compliance on them. We have analyzed
this proposed rule under that Order and
have determined that it does not have
implications for federalism.
We have analyzed this proposed rule
under Executive Order 13211, Actions
Concerning Regulations That
Significantly Affect Energy Supply,
Distribution, or Use. We have
determined that it is not a ‘‘significant
energy action’’ under that order because
it is not a ‘‘significant regulatory action’’
under Executive Order 12866 and is not
likely to have a significant adverse effect
on the supply, distribution, or use of
energy. The Administrator of the Office
of Information and Regulatory Affairs
has not designated it as a significant
energy action. Therefore, it does not
require a Statement of Energy Effects
under Executive Order 13211.
Unfunded Mandates Reform Act
The Unfunded Mandates Reform Act
of 1995 (2 U.S.C. 1531–1538) requires
Federal agencies to assess the effects of
their discretionary regulatory actions. In
particular, the Act addresses actions
that may result in the expenditure by a
State, local, or tribal government, in the
aggregate, or by the private sector of
$100,000,000 (adjusted for inflation) or
more in any one year. Though this
proposed rule will not result in such an
expenditure, we do discuss the effects of
this rule elsewhere in this preamble.
Taking of Private Property
This proposed rule would not cause a
taking of private property or otherwise
have taking implications under
Executive Order 12630, Governmental
Actions and Interference with
Constitutionally Protected Property
Rights.
Civil Justice Reform
This proposed rule meets applicable
standards in sections 3(a) and 3(b)(2) of
Executive Order 12988, Civil Justice
Reform, to minimize litigation,
eliminate ambiguity, and reduce
burden.
jlentini on DSK4TPTVN1PROD with PROPOSALS
Protection of Children
We have analyzed this proposed rule
under Executive Order 13045,
Protection of Children from
Environmental Health Risks and Safety
Risks. This rule is not an economically
significant rule and would not create an
environmental risk to health or risk to
safety that might disproportionately
affect children.
Indian Tribal Governments
This proposed rule does not have
tribal implications under Executive
Order 13175, Consultation and
Coordination with Indian Tribal
Governments, because it would not have
a substantial direct effect on one or
more Indian tribes, on the relationship
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Energy Effects
Technical Standards
The National Technology Transfer
and Advancement Act (NTTAA) (15
U.S.C. 272 note) directs agencies to use
voluntary consensus standards in their
regulatory activities unless the agency
provides Congress, through the Office of
Management and Budget, with an
explanation of why using these
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
Frm 00022
Bridges.
For the reasons discussed in the
preamble, the Coast Guard proposes to
amend 33 CFR part 117 as follows:
PART 117—DRAWBRIDGE
OPERATION REGULATIONS
1. The authority citation for part 117
continues to read as follows:
Authority: 33 U.S.C. 499; 33 CFR 1.05–1;
Department of Homeland Security Delegation
No. 0170.1.
2. Revise § 117.1081 to read as
follows:
§ 117.1081
Black River.
The drawspan of the Canadian Pacific
Railroad bridge, mile 1.0 at La Crosse,
is operated by remote operator located
at the Canadian Pacific Railway
Minneapolis Operations Center, in
Minneapolis, Minnesota. Drawspan
shall open upon demand by contacting
remote operator via VHF–FM Channel
16 or telephone (507) 895–6087.
Dated: November 2, 2011.
Roy A. Nash,
Rear Admiral, Commander, U.S. Coast Guard,
Eighth Coast Guard District.
[FR Doc. 2011–29240 Filed 11–10–11; 8:45 am]
BILLING CODE 9110–04–P
DEPARTMENT OF HOMELAND
SECURITY
Federal Emergency Management
Agency
44 CFR Part 67
[Docket ID FEMA–2011–0002; Internal
Agency Docket No. FEMA–B–1223]
Proposed Flood Elevation
Determinations
Federal Emergency
Management Agency, DHS.
ACTION: Proposed rule.
AGENCY:
We have analyzed this proposed rule
under Department of Homeland
Security Management Directive 023–01,
and Commandant Instruction
M16475.lD which guides 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 because it
simply promulgates the operating
regulations or procedures for
drawbridges. We seek any comments or
information that may lead to the
discovery of a significant environmental
impact from this proposed rule.
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List of Subjects in 33 CFR Part 117
Fmt 4702
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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 proposed rule 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
SUMMARY:
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Federal Register / Vol. 76, No. 219 / Monday, November 14, 2011 / Proposed Rules
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 February 13, 2012.
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–1223, to Luis
Rodriguez, Chief, Engineering
Management Branch, Federal Insurance
and Mitigation Administration, Federal
Emergency Management Agency, 500 C
Street SW., Washington, DC 20472,
(202) 646–4064, or (email)
Luis.Rodriguez3@fema.dhs.gov.
FOR FURTHER INFORMATION CONTACT:
Luis
Rodriguez, Chief, Engineering
Management Branch, Federal Insurance
and Mitigation Administration, Federal
Emergency Management Agency, 500 C
Street SW., Washington, DC 20472,
(202) 646–4064, or (email)
Luis.Rodriguez3@fema.dhs.gov.
The
Federal Emergency Management Agency
(FEMA) proposes to make
determinations of BFEs and modified
SUPPLEMENTARY INFORMATION:
State
City/town/county
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
Source of flooding
70387
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:
* Elevation in feet
(NGVD)
+ Elevation in feet
(NAVD)
# Depth in feet above
ground
∧ Elevation in meters
(MSL)
Location **
Existing
Modified
Town of Carrollton, Mississippi
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Mississippi .............
Town of Carrollton
Big Sand Creek ................
Approximately 0.6 mile downstream of
State Route 35.
Approximately 800 feet upstream of State
Route 35.
None
+214
None
+222
* 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 Luis Rodriguez, Chief, Engineering Management Branch, Federal Insurance and Mitigation Administration, Federal Emergency Management Agency, 500 C Street SW., Washington, DC 20472.
ADDRESSES
Town of Carrollton
Maps are available for inspection at the Town Hall, 701 Lexington Street, Carrollton, MS 38917.
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70388
Federal Register / Vol. 76, No. 219 / Monday, November 14, 2011 / Proposed Rules
Flooding Source(s)
* Elevation in feet
(NGVD)
+ Elevation in feet
(NAVD)
# Depth in feet above
ground
∧ Elevation in meters
(MSL)
Location of referenced elevation **
Effective
Communities affected
Modified
Montgomery County, Alabama, and Incorporated Areas
Audubon Ditch .......................
Baskins Mill Creek .................
Baskins Mill Creek Tributary
10 (backwater effects from
Baskins Mill Creek).
Baskins Mill Creek Tributary 7
Baskins Mill Creek Tributary 8
(backwater effects from
Baskins Mill Creek).
Baskins Mill Creek Tributary
8_2 (backwater effects from
Baskins Mill Creek).
Baskins Mill Creek Tributary 9
(backwater effects from
Baskins Mill Creek).
Camp Creek ..........................
Camp Creek Tributary ...........
Camp Creek Tributary 2 ........
Camp Creek Tributary 5
(backwater effects from
Camp Creek).
Caney Branch Tributary 8
(backwater effects from
Caney Branch).
jlentini on DSK4TPTVN1PROD with PROPOSALS
Catoma Creek Tributary 1
Branch 4 (backwater effects from Catoma Creek
Tributary 1).
Dry Creek ..............................
Dry Creek Tributary 2 (backwater effects from Dry
Creek).
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+185
None
None
+184
+209
+196
At the downstream side of Halifax Lane ......................
At the Little Sandy Creek confluence ..........................
None
None
+196
+252
Approximately 3.3 miles upstream of Goodwyn Road
At the Baskins Mill Creek confluence ..........................
None
None
+280
+256
At the downstream side of Woodley Road ..................
At the Baskins Mill Creek confluence ..........................
None
None
+256
+276
Approximately 0.4 mile upstream of the Baskins Mill
Creek confluence.
At the Thompson Creek confluence ............................
None
+278
None
+264
Approximately 1,000 feet upstream of the Thompson
Creek confluence.
At the Thompson Creek confluence ............................
None
+264
None
+263
Approximately 860 feet upstream of the Thompson
Creek confluence.
At the Baskins Mill Creek confluence ..........................
None
+263
None
+257
Approximately 640 feet upstream of the Baskins Mill
Creek confluence.
Approximately 1,400 feet downstream of Troy Highway (U.S. Route 231).
At the downstream side of Vaughn Road ....................
Approximately 360 feet upstream of the Camp Creek
confluence.
Approximately 0.5 mile upstream of Bell Road ...........
At the Camp Creek confluence ....................................
Approximately 300 feet downstream of Vaughn Road
Approximately 840 feet upstream of the Camp Creek
confluence.
None
+257
+202
+203
City of Montgomery.
+240
+214
+241
+213
City of Montgomery.
+226
+236
+238
+226
+225
+238
+239
+225
City of Montgomery.
Approximately 0.5 mile upstream of the Camp Creek
confluence.
At the Caney Branch confluence .................................
None
+225
None
+174
Approximately 2,000 feet upstream of the Caney
Branch confluence.
Approximately 1.0 mile upstream of the Catoma
Creek Tributary 1 confluence.
None
+174
+200
+199
At the downstream side of Woodley Road ..................
Approximately 0.9 mile upstream of Canty Road ........
+200
None
+199
+271
At the downstream side of Greenwood Road .............
At the Dry Creek confluence ........................................
None
None
+302
+281
Approximately 880 feet upstream of the Dry Creek
confluence.
Baldwin Slough Tributary 2
(backwater effects from
Baldwin Slough).
At the upstream side of Norman Bridge Road ............
Approximately 600 feet upstream of Augusta Avenue
At the Baldwin Slough confluence ...............................
None
+281
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City of Montgomery.
City of Montgomery.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
City of Montgomery.
City of Montgomery.
City of Montgomery, Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Federal Register / Vol. 76, No. 219 / Monday, November 14, 2011 / Proposed Rules
Flooding Source(s)
* Elevation in feet
(NGVD)
+ Elevation in feet
(NAVD)
# Depth in feet above
ground
∧ Elevation in meters
(MSL)
Location of referenced elevation **
Effective
Dry Creek Tributary 4 (backwater effects from Dry
Creek).
Communities affected
Modified
At the Dry Creek confluence ........................................
None
+281
Approximately 530 feet upstream of the Dry Creek
confluence.
At the Dry Creek confluence ........................................
None
+281
None
+278
None
+278
+175
+173
None
None
+239
+373
Hog Creek .............................
Approximately 740 feet upstream of the Dry Creek
confluence.
Approximately 1.0 mile upstream of West South Boulevard (U.S. Route 80).
At the downstream side of South Jackson Street .......
Approximately 600 feet upstream of the Olustee
Creek confluence.
Approximately 0.6 mile upstream of Centerpoint Road
At the Pintlalla Creek confluence .................................
None
None
+390
+261
None
+297
Jackson Creek .......................
Approximately 1.1 miles upstream of Smiley Ferry
Road.
Approximately 0.5 mile downstream of Gardner Road
None
+373
At the downstream side of Curtis Road .......................
At the Jackson Creek Tributary 1_1 confluence ..........
None
None
+455
+423
None
+423
Jackson Creek Tributary 1_1
Approximately 580 feet upstream of the Jackson
Creek Tributary 1_1 confluence.
At the Jackson Creek confluence ................................
None
+423
None
+424
Jackson Creek Tributary 3 ....
Approximately 1,100 feet upstream of the Jackson
Creek confluence.
At the Jackson Creek confluence ................................
None
+407
None
+408
Jackson Creek Tributary 4 ....
Approximately 790 feet upstream of the Jackson
Creek confluence.
At the Jackson Creek confluence ................................
None
+387
None
+390
Jackson Creek Tributary 5 ....
Approximately 1,800 feet upstream of the Jackson
Creek confluence.
At the Jackson Creek confluence ................................
None
+378
Dry Creek Tributary 5 (backwater effects from Dry
Creek).
Genetta Ditch .........................
Greenbrier Creek ...................
Jackson Creek Tributary 1
(backwater effects from
Jackson Creek).
Jenkins Creek Tributary ........
Approximately 520 feet upstream of Gardner Road ....
Approximately 1,400 feet downstream of Chantilly
Parkway (State Route 110).
None
None
+380
+205
Approximately 1,400 feet upstream of Wynlakes Boulevard.
Approximately 1,300 feet upstream of the Mathews
Slough confluence.
Approximately 2.7 miles upstream of Flowers Road ...
At the Johnsons Creek confluence ..............................
None
+208
+207
None
None
+258
+256
Approximately 1,200 feet upstream of the Johnsons
Creek confluence.
Approximately 840 feet upstream of the Johnsons
Creek confluence.
None
+210
At the downstream side of Macon County Road .........
Approximately 0.6 mile downstream of Troy Highway
(U.S. Route 231).
None
+210
+210
+211
Approximately 0.5 mile upstream of Hayneville Ridge
Road (Old Hayneville Road).
None
+268
Unincorporated Areas of
Montgomery County.
City of Montgomery.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
+257
None
Unincorporated Areas of
Montgomery County.
+229
Johnsons Creek .....................
Johnsons Creek Tributary 1 ..
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70389
Johnsons Creek Tributary 4
(backwater effects from
Johnsons Creek).
Little Catoma Creek ...............
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City of Montgomery, Town
of Pike Road, Unincorporated Areas of Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Town of Pike Road, Unincorporated Areas of
Montgomery County.
70390
Federal Register / Vol. 76, No. 219 / Monday, November 14, 2011 / Proposed Rules
Flooding Source(s)
* Elevation in feet
(NGVD)
+ Elevation in feet
(NAVD)
# Depth in feet above
ground
∧ Elevation in meters
(MSL)
Location of referenced elevation **
Effective
Little Sandy Creek .................
Modified
At the Baskins Mill Creek confluence ..........................
None
+252
Approximately 0.7 mile upstream of Goodwyn Road ..
At the Little Sandy Creek confluence ..........................
None
None
+264
+262
Approximately 0.6 mile upstream of the Little Sandy
Creek confluence.
Approximately 1,500 feet upstream of the Johnsons
Creek confluence.
None
+262
+208
+207
Approximately 800 feet upstream of London Road .....
At the Mathews Slough confluence .............................
None
None
+261
+260
None
+260
Mathews Slough Tributary 10
Approximately 600 feet upstream of the Mathews
Slough confluence.
At the Mathews Slough confluence .............................
None
+236
None
+237
Mathews Slough Tributary 11
Approximately 1,400 feet upstream of the Mathews
Slough confluence.
At the Mathews Slough confluence .............................
None
+238
Approximately 0.4 mile upstream of the Mathews
Slough confluence.
At the Mathews Slough confluence .............................
None
+241
None
+247
None
+247
Mathews Slough Tributary 5 ..
Approximately 820 feet upstream of the Mathews
Slough confluence.
At the Mathews Slough confluence .............................
None
+228
Mathews Slough Tributary 7 ..
Approximately 1,500 feet upstream of Flowers Road
At the Mathews Slough confluence .............................
None
+213
+230
+214
Approximately 0.7 mile upstream of the Mathews
Slough confluence.
At the Mathews Slough Tributary 7 confluence ...........
+214
+215
+214
+215
Approximately 0.7 mile upstream of the Mathews
Slough Tributary 7 confluence.
At the downstream side of Flowers Road ...................
+216
+215
None
+238
Approximately 2 miles upstream of Plantation Bend
Road.
At the McDowell Creek confluence ..............................
None
+268
None
+256
Approximately 750 feet upstream of the McDowell
Creek confluence.
At the McDowell Creek confluence ..............................
None
+256
None
+247
At Lawson Road ...........................................................
Approximately 1,610 feet upstream of the Millies
Creek confluence.
None
+229
+247
+228
Approximately 2,000 feet upstream of the Millies
Creek confluence.
+229
+228
Little Sandy Creek Tributary
10 (backwater effects from
Baskins Mill Creek).
Mathews Slough ....................
Mathews Slough Tributary 1
(backwater effects from
Mathews Slough).
Mathews Slough Tributary 12
(backwater effects from
Mathews Slough).
Mathews Slough Tributary
7_1 (backwater effects from
Mathews Slough).
McDowell Creek ....................
McDowell Creek Tributary 1
(backwater effects from
McDowell Creek).
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Communities affected
McDowell Creek Tributary 2
(backwater effects from
McDowell Creek).
Millies Creek Tributary 2
(backwater effects from
Millies Creek).
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14NOP1
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
City of Montgomery, Town
of Pike Road, Unincorporated Areas of Montgomery County.
City of Montgomery, Unincorporated Areas of
Montgomery County.
Town of Pike Road, Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Town of Pike Road, Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
City of Montgomery, Town
of Pike Road, Unincorporated Areas of Montgomery County.
Federal Register / Vol. 76, No. 219 / Monday, November 14, 2011 / Proposed Rules
Flooding Source(s)
* Elevation in feet
(NGVD)
+ Elevation in feet
(NAVD)
# Depth in feet above
ground
∧ Elevation in meters
(MSL)
Location of referenced elevation **
Effective
Millies Creek Tributary 3
(backwater effects from
Millies Creek).
Millies Creek Tributary 4
(backwater effects from
Millies Creek).
Oliver Creek ...........................
Oliver Creek Tributary ...........
Oliver Creek Tributary 2
(backwater effects from Oliver Creek).
Communities affected
Modified
Approximately 870 feet upstream of the Millies Creek
confluence.
+217
+216
Approximately 0.5 mile upstream of the Millies Creek
confluence.
Approximately 1.0 mile upstream of the Millies Creek
confluence.
+217
+216
+199
+198
Approximately 1.3 miles upstream of the Millies
Creek confluence.
Approximately 0.3 mile downstream of Countryside
Lane.
At the upstream side of I–85 .......................................
At the Oliver Creek confluence ....................................
Approximately 300 feet upstream of Burbank Road ...
At the Oliver Creek confluence ....................................
+199
+198
+174
+173
City of Montgomery.
+238
+184
None
+220
+237
+185
+221
+225
City of Montgomery.
+220
+225
None
+374
None
None
+404
+394
Olustee Creek Tributary 5 .....
Approximately 800 feet upstream of the Oliver Creek
confluence.
Approximately 700 feet upstream of the Greenbrier
Creek confluence.
At the downstream side of State Highway 94 .............
At the Olustee Creek confluence .................................
None
None
+395
None
None
+393
None
None
+394
Approximately 1,300 feet upstream of the Olustee
Creek Tributary 6 confluence.
Approximately 3 miles upstream of the Line Creek
confluence.
None
+395
None
+219
Approximately 4.5 miles upstream of the Line Creek
confluence.
Approximately 200 feet upstream of Clover Field
Road.
None
+226
None
+204
Approximately 1,500 feet upstream of Clover Field
Road.
Approximately 200 feet upstream of Clover Field
Road.
None
+204
None
+204
Approximately 1,100 feet upstream of Clover Field
Road.
Approximately 1,220 feet upstream of the Pinchony
Creek confluence.
None
+204
None
+219
At the downstream side of Tabernacle Road ..............
Approximately 1.3 miles downstream of County Highway 14 (Union Academy Ada Road).
Approximately 300 feet upstream of County Highway
12 (West Hickory Grove Road).
At the Pintlalla Creek confluence .................................
None
None
+219
+255
None
+291
None
+285
Approximately 0.6 mile upstream of the Pintlalla
Creek confluence.
None
+291
City of Montgomery.
+395
Olustee Creek Tributary 6_1
Approximately 2,000 feet upstream of the Olustee
Creek confluence.
At the Olustee Creek Tributary 6 confluence ..............
City of Montgomery, Unincorporated Areas of
Montgomery County.
+397
Olustee Creek Tributary 6 .....
Approximately 1,300 feet upstream of the Olustee
Creek Tributary 5 confluence.
At the Olustee Creek confluence .................................
City of Montgomery, Unincorporated Areas of
Montgomery County.
+395
Olustee Creek Tributary 5_1
Approximately 0.6 mile upstream of the Olustee
Creek confluence.
At the Olustee Creek Tributary 5 confluence ..............
Olustee Creek ........................
Panther Creek .......................
Pinchony Creek Tributary 4
(backwater effects from
Pinchony Creek).
Pinchony Creek Tributary 4_1
(backwater effects from
Pinchony Creek).
Pinchony Creek Tributary 8
(backwater effects from
Pinchony Creek).
jlentini on DSK4TPTVN1PROD with PROPOSALS
70391
Pintlalla Creek .......................
Pintlalla Creek Tributary 2 .....
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Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Town of Pike Road, Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
70392
Federal Register / Vol. 76, No. 219 / Monday, November 14, 2011 / Proposed Rules
Flooding Source(s)
* Elevation in feet
(NGVD)
+ Elevation in feet
(NAVD)
# Depth in feet above
ground
∧ Elevation in meters
(MSL)
Location of referenced elevation **
Effective
Pintlalla Creek Tributary 24 ...
Modified
Approximately 0.5 mile upstream of the Pintlalla
Creek confluence.
Approximately 1.8 miles upstream of the Pintlalla
Creek confluence.
At the Pintlalla Creek confluence .................................
+169
+170
+169
+171
Pintlalla Creek Tributary 26 ...
+163
+164
Approximately 2 miles upstream of the Pintlalla Creek
confluence.
At the Pintlalla Creek confluence .................................
+164
+165
Pintlalla Creek Tributary 3 .....
None
+278
Approximately 1.1 miles upstream of the Pintlalla
Creek confluence.
Approximately 0.5 mile upstream of the Pintlalla
Creek confluence.
None
+287
None
+168
Approximately 0.8 mile upstream of the Pintlalla
Creek confluence.
At the Pintlalla Creek Tributary 3 confluence ..............
None
+168
None
+285
Approximately 0.6 mile upstream of the Pintlalla
Creek Tributary 3 confluence.
At the Pintlalla Creek confluence .................................
None
+287
None
+274
Approximately 1,300 feet upstream of the Pintlalla
Creek confluence.
At the Hog Creek confluence .......................................
None
+274
None
+286
Approximately 1,800 feet upstream of the Hog Creek
confluence.
At the Pintlalla Creek Tributary 5_2 confluence ..........
None
+290
None
+289
None
+291
Pintlalla Creek Tributary 5_3
Approximately 600 feet upstream of the Hog Creek
confluence.
At the Hog Creek confluence .......................................
None
+273
None
+277
Pintlalla Creek Tributary 5_4
Approximately 0.6 mile upstream of the Hog Creek
confluence.
At the Hog Creek confluence .......................................
None
+263
Approximately 2,000 feet upstream of the Hog Creek
confluence.
At the Pintlalla Creek confluence .................................
None
+264
None
+267
Approximately 1,300 feet upstream of the Pintlalla
Creek confluence.
Approximately 800 feet upstream of the Pintlalla
Creek confluence.
At the downstream side of County Highway 14 (Union
Academy Ada Road).
Approximately 1,250 feet downstream of Woodley
Road.
Approximately 1.8 miles upstream of County Highway
39 (Mount Zion Road).
At the Sandy Creek confluence ...................................
None
+267
None
+255
None
+257
None
+247
None
+338
None
+307
Approximately 0.7 mile upstream of the Sandy Creek
confluence.
At the Sandy Creek Tributary 10 confluence ..............
None
+315
None
+310
Approximately 730 feet upstream of the Sandy Creek
Tributary 10 confluence.
At the Sandy Creek confluence ...................................
None
+310
None
+318
Pintlalla Creek Tributary 32
(backwater effects from
Pintlalla Creek).
Pintlalla Creek Tributary 3_1
Pintlalla Creek Tributary 4
(backwater effects from
Pintlalla Creek).
Pintlalla Creek Tributary 5_2
Pintlalla Creek Tributary
5_2_1.
Pintlalla Creek Tributary 6
(backwater effects from
Pintlalla Creek).
Pintlalla Creek Tributary 7 .....
Sandy Creek ..........................
Sandy Creek Tributary 10 .....
jlentini on DSK4TPTVN1PROD with PROPOSALS
Communities affected
Sandy Creek Tributary 10_1
(backwater effects from
Sandy Creek).
Sandy Creek Tributary 11 .....
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14NOP1
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Federal Register / Vol. 76, No. 219 / Monday, November 14, 2011 / Proposed Rules
Flooding Source(s)
* Elevation in feet
(NGVD)
+ Elevation in feet
(NAVD)
# Depth in feet above
ground
∧ Elevation in meters
(MSL)
Location of referenced elevation **
Effective
Sandy Creek Tributary 12
(backwater effects from
Sandy Creek).
Sandy Creek Tributary 13
(backwater effects from
Sandy Creek).
Sandy Creek Tributary 2
(backwater effects from
Sandy Creek).
Sandy Creek Tributary 3 .......
Sandy Creek Tributary 5
(backwater effects from
Sandy Creek).
Sandy Creek Tributary 9
(backwater effects from
Sandy Creek).
Sherwood Ditch .....................
Thompson Creek ...................
Thompson Creek Tributary 4
Three Mile Branch Tributary 1
(backwater effects from
Three Mile Branch).
Wares Ferry Ditch .................
Wares Ferry Ditch Left Fork ..
Wares Ferry Ditch Tributary ..
jlentini on DSK4TPTVN1PROD with PROPOSALS
Whites Slough .......................
Whites Slough Tributary 1
(backwater effects from
Whites Slough).
Wiley Creek ...........................
16:39 Nov 10, 2011
Communities affected
Modified
Approximately 1,300 feet upstream of the Sandy
Creek confluence.
At the Sandy Creek confluence ...................................
None
+322
None
+330
Approximately 750 feet upstream of the Sandy Creek
confluence.
At the Sandy Creek confluence ...................................
None
+330
None
+335
Approximately 750 feet upstream of the Sandy Creek
confluence.
At the Sandy Creek confluence ...................................
None
+335
None
+290
Approximately 700 feet upstream of the Sandy Creek
confluence.
At the Sandy Creek confluence ...................................
None
+290
None
+281
Approximately 1,100 feet upstream of the Sandy
Creek confluence.
At the Sandy Creek confluence ...................................
None
+283
None
+253
Approximately 1,800 feet upstream of the Sandy
Creek confluence.
At the Sandy Creek confluence ...................................
None
+253
None
+279
Approximately 700 feet upstream of the Sandy Creek
confluence.
At the upstream side of East Haven Road ..................
At the upstream side of I–85 .......................................
Approximately 0.6 mile downstream of Goodwyn
Road.
Approximately 1.3 miles upstream of Woodley Road
At the Thompson Creek confluence ............................
None
+279
+219
None
None
+221
+268
+257
None
None
+279
+278
Approximately 1,400 feet upstream of the Thompson
Creek confluence.
At the Three Mile Branch confluence ..........................
None
+279
+180
+179
Approximately 1,500 feet upstream of the Three Mile
Branch confluence.
At the upstream side of U.S. Route 231 .....................
At the downstream side of Atlanta Highway ................
At the Wares Ferry Ditch confluence ...........................
Approximately 300 feet downstream of Atlanta Highway.
Approximately 500 feet downstream of Hilda Drive ....
Approximately 700 feet downstream of Jule Drive ......
At the downstream side of Narrow Lane Road ...........
None
+179
None
None
None
None
+177
+233
+217
+240
+204
None
+189
+203
+217
+187
Approximately 500 feet upstream of Vaughn Road ....
Approximately 1,300 feet downstream of Carriage
Brook Road.
+240
None
+244
+234
Approximately 200 feet downstream of Carriage
Brook Road.
Approximately 1.6 miles upstream of the Catoma
Creek confluence.
At the downstream side of Hyundai Boulevard ...........
None
+234
+177
+176
+195
+189
* National Geodetic Vertical Datum.
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Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
City of Montgomery.
Unincorporated Areas of
Montgomery County.
Unincorporated Areas of
Montgomery County.
City of Montgomery.
City of Montgomery.
City of Montgomery.
City of Montgomery.
City of Montgomery, Unincorporated Areas of
Montgomery County.
City of Montgomery.
City of Montgomery.
70394
Federal Register / Vol. 76, No. 219 / Monday, November 14, 2011 / Proposed Rules
Flooding Source(s)
* Elevation in feet
(NGVD)
+ Elevation in feet
(NAVD)
# Depth in feet above
ground
∧ Elevation in meters
(MSL)
Location of referenced elevation **
Effective
Communities affected
Modified
+ 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 Luis Rodriguez, Chief, Engineering Management Branch, Federal Insurance and Mitigation Administration, Federal Emergency Management Agency, 500 C Street SW., Washington, DC 20472.
ADDRESSES
City of Montgomery
Maps are available for inspection at 103 North Perry Street, Montgomery, AL 36104.
Town of Pike Road
Maps are available for inspection at 9575 Vaughn Road, Montgomery, AL 36064.
Unincorporated Areas of Montgomery County
Maps are available for inspection at 101 South Lawrence Street, Montgomery, AL 36104.
Dickinson County, Michigan (All Jurisdictions)
Menominee River ..................
Approximately 1.1 miles downstream of Little
Quinnesec Dam.
At the Iron County boundary ........................................
None
+888
None
City of Kingsford, Township of Breitung.
+1118
* 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 Luis Rodriguez, Chief, Engineering Management Branch, Federal Insurance and Mitigation Administration, Federal Emergency Management Agency, 500 C Street SW., Washington, DC 20472.
ADDRESSES
City of Kingsford
Maps are available for inspection at City Hall, 305 South Carpenter Avenue, Kingsford, MI 49802.
Township of Breitung
Maps are available for inspection at the Breitung Township Hall, 3851 Menominee Street, Quinnesec, MI 49876.
Macomb County, Michigan (All Jurisdictions)
Anchor Bay ............................
Entire shoreline within community ...............................
+580
+579
Auvase Creek/SutherlandOemig Drain.
Approximately
nue.
Approximately
Road.
Approximately
Approximately
Approximately
Road.
Approximately
Approximately
nue.
Approximately
960 feet downstream of Jefferson Ave-
+580
+579
850 feet downstream of Sugarbush
+580
+579
860 feet downstream of Main Street ...
340 feet downstream of Perrin Street ..
1,170 feet downstream of Callens
+580
+580
+580
+579
+579
+579
1,585 feet upstream of Callens Road ..
0.5 mile downstream of Jefferson Ave-
+580
+580
+579
+579
70 feet downstream of 23 Mile Road ..
+580
+579
Crapaud Creek ......................
Fish Creek .............................
jlentini on DSK4TPTVN1PROD with PROPOSALS
Salt River ...............................
City of New Baltimore,
Township of Chesterfield, Township of Harrison.
Township of Chesterfield.
City of New Baltimore.
Township of Chesterfield.
Township of Chesterfield.
* 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 Luis Rodriguez, Chief, Engineering Management Branch, Federal Insurance and Mitigation Administration, Federal Emergency Management Agency, 500 C Street SW., Washington, DC 20472.
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Federal Register / Vol. 76, No. 219 / Monday, November 14, 2011 / Proposed Rules
Flooding Source(s)
* Elevation in feet
(NGVD)
+ Elevation in feet
(NAVD)
# Depth in feet above
ground
∧ Elevation in meters
(MSL)
Location of referenced elevation **
Effective
70395
Communities affected
Modified
ADDRESSES
City of New Baltimore
Maps are available for inspection at 36535 Green Street, New Baltimore, MI 48047.
Township of Chesterfield
Maps are available for inspection at 47275 Sugarbush Road, Chesterfield, MI 48047.
Township of Harrison
Maps are available for inspection at 38151 L’Anse Creuse Street, Harrison Township, MI 48045.
Midland County, Michigan (All Jurisdictions)
Tittabawassee River ..............
Approximately 0.43 mile upstream of Pere Marquette
Rail-Trail of Mid-Michigan.
None
+631
Tobacco River .......................
Approximately 1 mile upstream of Meridian Road ......
At the Tittabawassee River confluence .......................
Approximately
0.85
mile
upstream
of
the
Tittabawassee River confluence.
None
None
None
+638
+638
+640
Township of Edenville,
Township of Jerome,
Village of Sanford.
Township of Edenville.
* 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 Luis Rodriguez, Chief, Engineering Management Branch, Federal Insurance and Mitigation Administration, Federal Emergency Management Agency, 500 C Street SW., Washington, DC 20472.
ADDRESSES
Township of Edenville
Maps are available for inspection at the Township Hall, 467 Moore Street, Edenville, MI 48620.
Township of Jerome
Maps are available for inspection at the Jerome Township Hall, 3243 North West River Road, Sanford, MI 48657.
Village of Sanford
Maps are available for inspection at the Village Hall, 106 Lincoln Street, Sanford, MI 48657.
Wayne County, Pennsylvania (All Jurisdictions)
Ariel Creek .............................
Approximately 400 feet downstream of Goose Pond
Road.
Approximately 1,500 feet upstream of Lake Ariel
Highway.
At the West Branch Delaware River confluence .........
+1256
+1255
None
+1434
None
+940
Approximately 1.5 miles upstream of Carl Sands
Road.
At the Delaware River confluence ...............................
Approximately 4.1 miles upstream of Buckley Lane ...
Approximately 200 feet upstream of the Lackawaxen
River confluence.
None
+1277
+733
None
None
+734
+1158
+957
Delaware River ......................
Approximately 0.5 mile upstream of Highhouse Road
At the Pike County boundary .......................................
None
+693
+1150
+691
Equinunk Creek .....................
At the West Branch Delaware River confluence .........
At the Delaware River confluence ...............................
+903
None
+904
+871
Approximately 1,300 feet upstream of Crooked Creek
Road.
None
+1108
Balls Creek ............................
Beaverdam Creek ..................
jlentini on DSK4TPTVN1PROD with PROPOSALS
Carley Brook ..........................
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14NOP1
Township of Lake, Township of Salem.
Township of Buckingham,
Township of Scott.
Township of Damascus.
Borough of Honesdale,
Township of Berlin,
Township of Dyberry,
Township of Oregon,
Township of Texas.
Township of Berlin, Township of Buckingham,
Township of Damascus,
Township of Manchester.
Township of Buckingham,
Township of Manchester.
70396
Federal Register / Vol. 76, No. 219 / Monday, November 14, 2011 / Proposed Rules
Flooding Source(s)
* Elevation in feet
(NGVD)
+ Elevation in feet
(NAVD)
# Depth in feet above
ground
∧ Elevation in meters
(MSL)
Location of referenced elevation **
Effective
Holbert Creek ........................
Communities affected
Modified
Approximately 400 feet upstream of the Lackawaxen
River confluence.
Approximately 0.6 mile upstream of Garrett Hill Road
From the Delaware River confluence to approximately
1,230 feet upstream of the Delaware River confluence.
Approximately 1.3 miles downstream of Middle Creek
Road.
None
+942
Township of Berlin, Township of Texas.
None
+816
+1177
+815
Township of Manchester.
None
+1145
Approximately 0.5 mile upstream of Cortez Road .......
Approximately
50
feet
upstream
of
the
Wallenpaupack Creek confluence.
Approximately 1.2 miles upstream of South Sterling
Road.
Approximately 0.3 mile upstream of the West Branch
Wallenpaupack Creek confluence.
Approximately 1.8 miles upstream of Ledgedale Road
At the Equinunk Creek confluence ..............................
None
None
+1357
+1375
None
+1601
+1290
+1289
Township of Salem.
None
None
+1383
+908
Township of Manchester.
None
+910
Tributary to Middle Creek ......
Approximately 100 feet upstream of the Equinunk
Creek confluence.
At the Middle Creek confluence ...................................
None
+1205
None
+1396
Van Auken Creek ..................
Approximately 1.4 miles upstream of South Baker
Road.
At the Lake Ladore confluence ....................................
None
+1369
None
+1864
West Branch Delaware River
Approximately 1,360 feet upstream of Roosevelt
Highway.
At the Delaware River confluence ...............................
+903
+904
At the Delaware County boundary ...............................
None
+952
Little Equinunk Creek (backwater effects from Delaware River).
Middle Creek .........................
Mill Creek ...............................
Moss Hollow Creek ................
jlentini on DSK4TPTVN1PROD with PROPOSALS
South Branch Equinunk
Creek.
Township of Cherry Ridge,
Township of Lake,
Township of South
Canaan.
Township of Dreher.
Township of South
Canaan.
Borough of Waymart,
Township of Canaan.
Township of Buckingham,
Township of Scott.
* 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 Luis Rodriguez, Chief, Engineering Management Branch, Federal Insurance and Mitigation Administration, Federal Emergency Management Agency, 500 C Street SW., Washington, DC 20472.
ADDRESSES
Borough of Honesdale
Maps are available for inspection at the Borough Municipal Building, 958 Main Street, Honesdale, PA 18431.
Borough of Waymart
Maps are available for inspection at the Borough Municipal Building, 116 South Street, Waymart, PA 18472.
Township of Berlin
Maps are available for inspection at the Berlin Township Municipal Building, 50 Milanville Road, Beach Lake, PA 18405.
Township of Buckingham
Maps are available for inspection at the Buckingham Township Municipal Building, 177 Travis Road, Starrucca, PA 18462.
Township of Canaan
Maps are available for inspection at the Canaan Township Municipal Building, 46 Gallik Road, Waymart, PA 18472.
Township of Cherry Ridge
Maps are available for inspection at the Cherry Ridge Township Municipal Building, 269 Spinner Road, Honesdale, PA 18431.
Township of Damascus
Maps are available for inspection at the Township Municipal Building, 60 Conklin Hill Road, Damascus, PA 18415.
Township of Dreher
Maps are available for inspection at the Dreher Township Municipal Building, 899 Main Street, Newfoundland, PA 18445.
Township of Dyberry
Maps are available for inspection at the Dyberry Township Municipal Building, 44 Cabin Corner, Honesdale, PA 18431.
Township of Lake
Maps are available for inspection at the Lake Township Municipal Building, 1270 Easton Turnpike, Lake Ariel, PA 18436.
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Federal Register / Vol. 76, No. 219 / Monday, November 14, 2011 / Proposed Rules
Flooding Source(s)
* Elevation in feet
(NGVD)
+ Elevation in feet
(NAVD)
# Depth in feet above
ground
∧ Elevation in meters
(MSL)
Location of referenced elevation **
Effective
Township of Manchester
Maps are available for inspection
Township of Oregon
Maps are available for inspection
Township of Salem
Maps are available for inspection
Township of Scott
Maps are available for inspection
Township of South Canaan
Maps are available for inspection
Township of Texas
Maps are available for inspection
at the Salem Township Municipal Building, 3 Savitz Road, Moscow, PA 18444.
at the Scott Township Municipal Building, 197 Sherman Road, Susquehanna, PA 18847.
at the South Canaan Township Municipal Building, 46 Lake Quinn Road, Waymart, PA 18472.
at the Texas Township Municipal Building, 320 Shady Lane, Honesdale, PA 18431.
[FR Doc. 2011–29197 Filed 11–10–11; 8:45 am]
BILLING CODE 9110–12–P
DEPARTMENT OF HOMELAND
SECURITY
Federal Emergency Management
Agency
44 CFR Part 67
[Docket ID FEMA–2011–0002; Internal
Agency Docket No. FEMA–B–1229]
Proposed Flood Elevation
Determinations
Federal Emergency
Management Agency, DHS.
ACTION: Proposed rule.
AGENCY:
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 February 13, 2012.
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–1229, to Luis
Rodriguez, Chief, Engineering
Management Branch, Federal Insurance
and Mitigation Administration, Federal
Emergency Management Agency, 500 C
Street SW., Washington, DC 20472,
(202) 646–4064, or (email)
Luis.Rodriguez3@fema.dhs.gov.
Luis
Rodriguez, Chief, Engineering
Management Branch, Federal Insurance
and Mitigation Administration, Federal
Emergency Management Agency, 500 C
Street SW., Washington, DC 20472,
(202) 646–4064, or (email)
Luis.Rodriguez3@fema.dhs.gov.
FOR FURTHER INFORMATION CONTACT:
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 proposed rule 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
SUMMARY:
jlentini on DSK4TPTVN1PROD with PROPOSALS
Modified
at the Oregon Township Municipal Building, 474 Fox Hill Road, Honesdale, PA 18431.
Dated: October 17, 2011.
Sandra K. Knight,
Deputy Associate Administrator for
Mitigation, Department of Homeland
Security, Federal Emergency Management
Agency.
16:39 Nov 10, 2011
Communities affected
at the Manchester Township Municipal Building, 3881 Hancock Highway, Equinunk, PA 18417.
(Catalog of Federal Domestic Assistance No.
97.022, ‘‘Flood Insurance.’’)
VerDate Mar<15>2010
70397
Jkt 226001
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.
SUPPLEMENTARY INFORMATION:
PO 00000
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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
E:\FR\FM\14NOP1.SGM
14NOP1
]]>Agencies
[Federal Register Volume 76, Number 219 (Monday, November 14, 2011)]
[Proposed Rules]
[Pages 70386-70397]
From the Federal Register Online via the Government Printing Office [www.gpo.gov]
[FR Doc No: 2011-29197]
-----------------------------------------------------------------------
DEPARTMENT OF HOMELAND SECURITY
Federal Emergency Management Agency
44 CFR Part 67
[Docket ID FEMA-2011-0002; Internal Agency Docket No. FEMA-B-1223]
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 proposed
rule 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
[[Page 70387]]
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 February 13, 2012.
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-1223, to
Luis Rodriguez, Chief, Engineering Management Branch, Federal Insurance
and Mitigation Administration, Federal Emergency Management Agency, 500
C Street SW., Washington, DC 20472, (202) 646-4064, or (email)
Luis.Rodriguez3@fema.dhs.gov.
FOR FURTHER INFORMATION CONTACT: Luis Rodriguez, Chief, Engineering
Management Branch, Federal Insurance and Mitigation Administration,
Federal Emergency Management Agency, 500 C Street SW., Washington, DC
20472, (202) 646-4064, or (email) Luis.Rodriguez3@fema.dhs.gov.
SUPPLEMENTARY INFORMATION: The Federal Emergency Management Agency
(FEMA) proposes to make determinations of BFEs and modified BFEs for
each community listed below, in accordance with section 110 of the
Flood Disaster Protection Act of 1973, 42 U.S.C. 4104, and 44 CFR
67.4(a).
These proposed BFEs and modified BFEs, together with the floodplain
management criteria required by 44 CFR 60.3, are the minimum that are
required. They should not be construed to mean that the community must
change any existing ordinances that are more stringent in their
floodplain management requirements. The community may at any time enact
stricter requirements of its own or pursuant to policies established by
other Federal, State, or regional entities. These proposed elevations
are used to meet the floodplain management requirements of the NFIP and
also are used to calculate the appropriate flood insurance premium
rates for new buildings built after these elevations are made final,
and for the contents in those buildings.
Comments on any aspect of the Flood Insurance Study and FIRM, other
than the proposed BFEs, will be considered. A letter acknowledging
receipt of any comments will not be sent.
National Environmental Policy Act. This proposed rule is
categorically excluded from the requirements of 44 CFR part 10,
Environmental Consideration. An environmental impact assessment has not
been prepared.
Regulatory Flexibility Act. As flood elevation determinations are
not within the scope of the Regulatory Flexibility Act, 5 U.S.C. 601-
612, a regulatory flexibility analysis is not required.
Executive Order 12866, Regulatory Planning and Review. This
proposed rule is not a significant regulatory action under the criteria
of section 3(f) of Executive Order 12866, as amended.
Executive Order 13132, Federalism. This proposed rule involves no
policies that have federalism implications under Executive Order 13132.
Executive Order 12988, Civil Justice Reform. This proposed rule
meets the applicable standards of Executive Order 12988.
List of Subjects in 44 CFR Part 67
Administrative practice and procedure, Flood insurance, Reporting
and recordkeeping requirements.
Accordingly, 44 CFR part 67 is proposed to be amended as follows:
PART 67--[AMENDED]
1. The authority citation for part 67 continues to read as follows:
Authority: 42 U.S.C. 4001 et seq.; Reorganization Plan No. 3 of
1978, 3 CFR, 1978 Comp., p. 329; E.O. 12127, 44 FR 19367, 3 CFR,
1979 Comp., p. 376.
Sec. 67.4 [Amended]
2. The tables published under the authority of Sec. 67.4 are
proposed to be amended as follows:
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
* Elevation in feet
(NGVD) + Elevation in
feet (NAVD)
Depth in feet above
State City/town/county Source of flooding Location ** ground [caret]
Elevation in meters
(MSL)
-------------------------
Existing Modified
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Town of Carrollton, Mississippi
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Mississippi.......................... Town of Carrollton...... Big Sand Creek........................... Approximately 0.6 mile downstream of State Route 35....... None +214
Approximately 800 feet upstream of State Route 35......... None +222
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
Depth in feet above ground.
[caret] Mean Sea Level, rounded to the nearest 0.1 meter.
** BFEs to be changed include the listed downstream and upstream BFEs, and include BFEs located on the stream reach between the referenced locations above. Please refer to the revised Flood
Insurance Rate Map located at the community map repository (see below) for exact locations of all BFEs to be changed.
Send comments to Luis Rodriguez, Chief, Engineering Management Branch, Federal Insurance and Mitigation Administration, Federal Emergency Management Agency, 500 C Street SW., Washington, DC
20472.
ADDRESSES
Town of Carrollton
Maps are available for inspection at the Town Hall, 701 Lexington Street, Carrollton, MS 38917.
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
[[Page 70388]]
* Elevation in feet
(NGVD) + Elevation in
feet (NAVD)
Depth in feet above
Flooding Source(s) Location of referenced ground [caret] Communities affected
elevation ** Elevation in meters
(MSL)
--------------------------
Effective Modified
----------------------------------------------------------------------------------------------------------------
Montgomery County, Alabama, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Audubon Ditch....................... At the upstream side of +185 +184 City of Montgomery.
Norman Bridge Road.
Approximately 600 feet None +209
upstream of Augusta
Avenue.
Baldwin Slough Tributary 2 At the Baldwin Slough None +196 City of Montgomery.
(backwater effects from Baldwin confluence.
Slough).
At the downstream side None +196
of Halifax Lane.
Baskins Mill Creek.................. At the Little Sandy None +252 Unincorporated Areas of
Creek confluence. Montgomery County.
Approximately 3.3 miles None +280
upstream of Goodwyn
Road.
Baskins Mill Creek Tributary 10 At the Baskins Mill None +256 Unincorporated Areas of
(backwater effects from Baskins Creek confluence. Montgomery County.
Mill Creek).
At the downstream side None +256
of Woodley Road.
Baskins Mill Creek Tributary 7...... At the Baskins Mill None +276 Unincorporated Areas of
Creek confluence. Montgomery County.
Approximately 0.4 mile None +278
upstream of the
Baskins Mill Creek
confluence.
Baskins Mill Creek Tributary 8 At the Thompson Creek None +264 Unincorporated Areas of
(backwater effects from Baskins confluence. Montgomery County.
Mill Creek).
Approximately 1,000 None +264
feet upstream of the
Thompson Creek
confluence.
Baskins Mill Creek Tributary 8--2 At the Thompson Creek None +263 Unincorporated Areas of
(backwater effects from Baskins confluence. Montgomery County.
Mill Creek).
Approximately 860 feet None +263
upstream of the
Thompson Creek
confluence.
Baskins Mill Creek Tributary 9 At the Baskins Mill None +257 Unincorporated Areas of
(backwater effects from Baskins Creek confluence. Montgomery County.
Mill Creek).
Approximately 640 feet None +257
upstream of the
Baskins Mill Creek
confluence.
Camp Creek.......................... Approximately 1,400 +202 +203 City of Montgomery.
feet downstream of
Troy Highway (U.S.
Route 231).
At the downstream side +240 +241
of Vaughn Road.
Camp Creek Tributary................ Approximately 360 feet +214 +213 City of Montgomery.
upstream of the Camp
Creek confluence.
Approximately 0.5 mile +226 +225
upstream of Bell Road.
Camp Creek Tributary 2.............. At the Camp Creek +236 +238 City of Montgomery.
confluence.
Approximately 300 feet +238 +239
downstream of Vaughn
Road.
Camp Creek Tributary 5 (backwater Approximately 840 feet +226 +225 City of Montgomery.
effects from Camp Creek). upstream of the Camp
Creek confluence.
Approximately 0.5 mile None +225
upstream of the Camp
Creek confluence.
Caney Branch Tributary 8 (backwater At the Caney Branch None +174 City of Montgomery.
effects from Caney Branch). confluence.
Approximately 2,000 None +174
feet upstream of the
Caney Branch
confluence.
Catoma Creek Tributary 1 Branch 4 Approximately 1.0 mile +200 +199 City of Montgomery,
(backwater effects from Catoma upstream of the Catoma Unincorporated Areas
Creek Tributary 1). Creek Tributary 1 of Montgomery County.
confluence.
At the downstream side +200 +199
of Woodley Road.
Dry Creek........................... Approximately 0.9 mile None +271 Unincorporated Areas of
upstream of Canty Road. Montgomery County.
At the downstream side None +302
of Greenwood Road.
Dry Creek Tributary 2 (backwater At the Dry Creek None +281 Unincorporated Areas of
effects from Dry Creek). confluence. Montgomery County.
Approximately 880 feet None +281
upstream of the Dry
Creek confluence.
[[Page 70389]]
Dry Creek Tributary 4 (backwater At the Dry Creek None +281 Unincorporated Areas of
effects from Dry Creek). confluence. Montgomery County.
Approximately 530 feet None +281
upstream of the Dry
Creek confluence.
Dry Creek Tributary 5 (backwater At the Dry Creek None +278 Unincorporated Areas of
effects from Dry Creek). confluence. Montgomery County.
Approximately 740 feet None +278
upstream of the Dry
Creek confluence.
Genetta Ditch....................... Approximately 1.0 mile +175 +173 City of Montgomery.
upstream of West South
Boulevard (U.S. Route
80).
At the downstream side None +239
of South Jackson
Street.
Greenbrier Creek.................... Approximately 600 feet None +373 Unincorporated Areas of
upstream of the Montgomery County.
Olustee Creek
confluence.
Approximately 0.6 mile None +390
upstream of
Centerpoint Road.
Hog Creek........................... At the Pintlalla Creek None +261 Unincorporated Areas of
confluence. Montgomery County.
Approximately 1.1 miles None +297
upstream of Smiley
Ferry Road.
Jackson Creek....................... Approximately 0.5 mile None +373 Unincorporated Areas of
downstream of Gardner Montgomery County.
Road.
At the downstream side None +455
of Curtis Road.
Jackson Creek Tributary 1 (backwater At the Jackson Creek None +423 Unincorporated Areas of
effects from Jackson Creek). Tributary 1--1 Montgomery County.
confluence.
Approximately 580 feet None +423
upstream of the
Jackson Creek
Tributary 1--1
confluence.
Jackson Creek Tributary 1--1........ At the Jackson Creek None +423 Unincorporated Areas of
confluence. Montgomery County.
Approximately 1,100 None +424
feet upstream of the
Jackson Creek
confluence.
Jackson Creek Tributary 3........... At the Jackson Creek None +407 Unincorporated Areas of
confluence. Montgomery County.
Approximately 790 feet None +408
upstream of the
Jackson Creek
confluence.
Jackson Creek Tributary 4........... At the Jackson Creek None +387 Unincorporated Areas of
confluence. Montgomery County.
Approximately 1,800 None +390
feet upstream of the
Jackson Creek
confluence.
Jackson Creek Tributary 5........... At the Jackson Creek None +378 Unincorporated Areas of
confluence. Montgomery County.
Approximately 520 feet None +380
upstream of Gardner
Road.
Jenkins Creek Tributary............. Approximately 1,400 None +205 City of Montgomery,
feet downstream of Town of Pike Road,
Chantilly Parkway Unincorporated Areas
(State Route 110). of Montgomery County.
Approximately 1,400 None +229
feet upstream of
Wynlakes Boulevard.
Johnsons Creek...................... Approximately 1,300 +208 +207 Unincorporated Areas of
feet upstream of the Montgomery County.
Mathews Slough
confluence.
Approximately 2.7 miles None +258
upstream of Flowers
Road.
Johnsons Creek Tributary 1.......... At the Johnsons Creek None +256 Unincorporated Areas of
confluence. Montgomery County.
Approximately 1,200 None +257
feet upstream of the
Johnsons Creek
confluence.
Johnsons Creek Tributary 4 Approximately 840 feet None +210 Unincorporated Areas of
(backwater effects from Johnsons upstream of the Montgomery County.
Creek). Johnsons Creek
confluence.
At the downstream side None +210
of Macon County Road.
Little Catoma Creek................. Approximately 0.6 mile +210 +211 Town of Pike Road,
downstream of Troy Unincorporated Areas
Highway (U.S. Route of Montgomery County.
231).
Approximately 0.5 mile None +268
upstream of Hayneville
Ridge Road (Old
Hayneville Road).
[[Page 70390]]
Little Sandy Creek.................. At the Baskins Mill None +252 Unincorporated Areas of
Creek confluence. Montgomery County.
Approximately 0.7 mile None +264
upstream of Goodwyn
Road.
Little Sandy Creek Tributary 10 At the Little Sandy None +262 Unincorporated Areas of
(backwater effects from Baskins Creek confluence. Montgomery County.
Mill Creek).
Approximately 0.6 mile None +262
upstream of the Little
Sandy Creek confluence.
Mathews Slough...................... Approximately 1,500 +208 +207 City of Montgomery,
feet upstream of the Town of Pike Road,
Johnsons Creek Unincorporated Areas
confluence. of Montgomery County.
Approximately 800 feet None +261
upstream of London
Road.
Mathews Slough Tributary 1 At the Mathews Slough None +260 City of Montgomery,
(backwater effects from Mathews confluence. Unincorporated Areas
Slough). of Montgomery County.
Approximately 600 feet None +260
upstream of the
Mathews Slough
confluence.
Mathews Slough Tributary 10......... At the Mathews Slough None +236 Town of Pike Road,
confluence. Unincorporated Areas
of Montgomery County.
Approximately 1,400 None +237
feet upstream of the
Mathews Slough
confluence.
Mathews Slough Tributary 11......... At the Mathews Slough None +238 Unincorporated Areas of
confluence. Montgomery County.
Approximately 0.4 mile None +241
upstream of the
Mathews Slough
confluence.
Mathews Slough Tributary 12 At the Mathews Slough None +247 Unincorporated Areas of
(backwater effects from Mathews confluence. Montgomery County.
Slough).
Approximately 820 feet None +247
upstream of the
Mathews Slough
confluence.
Mathews Slough Tributary 5.......... At the Mathews Slough None +228 Town of Pike Road,
confluence. Unincorporated Areas
of Montgomery County.
Approximately 1,500 None +230
feet upstream of
Flowers Road.
Mathews Slough Tributary 7.......... At the Mathews Slough +213 +214 Unincorporated Areas of
confluence. Montgomery County.
Approximately 0.7 mile +214 +215
upstream of the
Mathews Slough
confluence.
Mathews Slough Tributary 7--1 At the Mathews Slough +214 +215 Unincorporated Areas of
(backwater effects from Mathews Tributary 7 confluence. Montgomery County.
Slough).
Approximately 0.7 mile +216 +215
upstream of the
Mathews Slough
Tributary 7 confluence.
McDowell Creek...................... At the downstream side None +238 Unincorporated Areas of
of Flowers Road. Montgomery County.
Approximately 2 miles None +268
upstream of Plantation
Bend Road.
McDowell Creek Tributary 1 At the McDowell Creek None +256 Unincorporated Areas of
(backwater effects from McDowell confluence. Montgomery County.
Creek).
Approximately 750 feet None +256
upstream of the
McDowell Creek
confluence.
McDowell Creek Tributary 2 At the McDowell Creek None +247 Unincorporated Areas of
(backwater effects from McDowell confluence. Montgomery County.
Creek).
At Lawson Road......... None +247
Millies Creek Tributary 2 (backwater Approximately 1,610 +229 +228 City of Montgomery,
effects from Millies Creek). feet upstream of the Town of Pike Road,
Millies Creek Unincorporated Areas
confluence. of Montgomery County.
Approximately 2,000 +229 +228
feet upstream of the
Millies Creek
confluence.
[[Page 70391]]
Millies Creek Tributary 3 (backwater Approximately 870 feet +217 +216 City of Montgomery,
effects from Millies Creek). upstream of the Unincorporated Areas
Millies Creek of Montgomery County.
confluence.
Approximately 0.5 mile +217 +216
upstream of the
Millies Creek
confluence.
Millies Creek Tributary 4 (backwater Approximately 1.0 mile +199 +198 City of Montgomery,
effects from Millies Creek). upstream of the Unincorporated Areas
Millies Creek of Montgomery County.
confluence.
Approximately 1.3 miles +199 +198
upstream of the
Millies Creek
confluence.
Oliver Creek........................ Approximately 0.3 mile +174 +173 City of Montgomery.
downstream of
Countryside Lane.
At the upstream side of +238 +237
I-85.
Oliver Creek Tributary.............. At the Oliver Creek +184 +185 City of Montgomery.
confluence.
Approximately 300 feet None +221
upstream of Burbank
Road.
Oliver Creek Tributary 2 (backwater At the Oliver Creek +220 +225 City of Montgomery.
effects from Oliver Creek). confluence.
Approximately 800 feet +220 +225
upstream of the Oliver
Creek confluence.
Olustee Creek....................... Approximately 700 feet None +374 Unincorporated Areas of
upstream of the Montgomery County.
Greenbrier Creek
confluence.
At the downstream side None +404
of State Highway 94.
Olustee Creek Tributary 5........... At the Olustee Creek None +394 Unincorporated Areas of
confluence. Montgomery County.
Approximately 0.6 mile None +395
upstream of the
Olustee Creek
confluence.
Olustee Creek Tributary 5--1........ At the Olustee Creek None +395 Unincorporated Areas of
Tributary 5 confluence. Montgomery County.
Approximately 1,300 None +397
feet upstream of the
Olustee Creek
Tributary 5 confluence.
Olustee Creek Tributary 6........... At the Olustee Creek None +393 Unincorporated Areas of
confluence. Montgomery County.
Approximately 2,000 None +395
feet upstream of the
Olustee Creek
confluence.
Olustee Creek Tributary 6--1........ At the Olustee Creek None +394 Unincorporated Areas of
Tributary 6 confluence. Montgomery County.
Approximately 1,300 None +395
feet upstream of the
Olustee Creek
Tributary 6 confluence.
Panther Creek....................... Approximately 3 miles None +219 Town of Pike Road,
upstream of the Line Unincorporated Areas
Creek confluence. of Montgomery County.
Approximately 4.5 miles None +226
upstream of the Line
Creek confluence.
Pinchony Creek Tributary 4 Approximately 200 feet None +204 Unincorporated Areas of
(backwater effects from Pinchony upstream of Clover Montgomery County.
Creek). Field Road.
Approximately 1,500 None +204
feet upstream of
Clover Field Road.
Pinchony Creek Tributary 4--1 Approximately 200 feet None +204 Unincorporated Areas of
(backwater effects from Pinchony upstream of Clover Montgomery County.
Creek). Field Road.
Approximately 1,100 None +204
feet upstream of
Clover Field Road.
Pinchony Creek Tributary 8 Approximately 1,220 None +219 Unincorporated Areas of
(backwater effects from Pinchony feet upstream of the Montgomery County.
Creek). Pinchony Creek
confluence.
At the downstream side None +219
of Tabernacle Road.
Pintlalla Creek..................... Approximately 1.3 miles None +255 Unincorporated Areas of
downstream of County Montgomery County.
Highway 14 (Union
Academy Ada Road).
Approximately 300 feet None +291
upstream of County
Highway 12 (West
Hickory Grove Road).
Pintlalla Creek Tributary 2......... At the Pintlalla Creek None +285 Unincorporated Areas of
confluence. Montgomery County.
Approximately 0.6 mile None +291
upstream of the
Pintlalla Creek
confluence.
[[Page 70392]]
Pintlalla Creek Tributary 24........ Approximately 0.5 mile +169 +170 Unincorporated Areas of
upstream of the Montgomery County.
Pintlalla Creek
confluence.
Approximately 1.8 miles +169 +171
upstream of the
Pintlalla Creek
confluence.
Pintlalla Creek Tributary 26........ At the Pintlalla Creek +163 +164 Unincorporated Areas of
confluence. Montgomery County.
Approximately 2 miles +164 +165
upstream of the
Pintlalla Creek
confluence.
Pintlalla Creek Tributary 3......... At the Pintlalla Creek None +278 Unincorporated Areas of
confluence. Montgomery County.
Approximately 1.1 miles None +287
upstream of the
Pintlalla Creek
confluence.
Pintlalla Creek Tributary 32 Approximately 0.5 mile None +168 Unincorporated Areas of
(backwater effects from Pintlalla upstream of the Montgomery County.
Creek). Pintlalla Creek
confluence.
Approximately 0.8 mile None +168
upstream of the
Pintlalla Creek
confluence.
Pintlalla Creek Tributary 3--1...... At the Pintlalla Creek None +285 Unincorporated Areas of
Tributary 3 confluence. Montgomery County.
Approximately 0.6 mile None +287
upstream of the
Pintlalla Creek
Tributary 3 confluence.
Pintlalla Creek Tributary 4 At the Pintlalla Creek None +274 Unincorporated Areas of
(backwater effects from Pintlalla confluence. Montgomery County.
Creek).
Approximately 1,300 None +274
feet upstream of the
Pintlalla Creek
confluence.
Pintlalla Creek Tributary 5--2...... At the Hog Creek None +286 Unincorporated Areas of
confluence. Montgomery County.
Approximately 1,800 None +290
feet upstream of the
Hog Creek confluence.
Pintlalla Creek Tributary 5--2--1... At the Pintlalla Creek None +289 Unincorporated Areas of
Tributary 5--2 Montgomery County.
confluence.
Approximately 600 feet None +291
upstream of the Hog
Creek confluence.
Pintlalla Creek Tributary 5--3...... At the Hog Creek None +273 Unincorporated Areas of
confluence. Montgomery County.
Approximately 0.6 mile None +277
upstream of the Hog
Creek confluence.
Pintlalla Creek Tributary 5--4...... At the Hog Creek None +263 Unincorporated Areas of
confluence. Montgomery County.
Approximately 2,000 None +264
feet upstream of the
Hog Creek confluence.
Pintlalla Creek Tributary 6 At the Pintlalla Creek None +267 Unincorporated Areas of
(backwater effects from Pintlalla confluence. Montgomery County.
Creek).
Approximately 1,300 None +267
feet upstream of the
Pintlalla Creek
confluence.
Pintlalla Creek Tributary 7......... Approximately 800 feet None +255 Unincorporated Areas of
upstream of the Montgomery County.
Pintlalla Creek
confluence.
At the downstream side None +257
of County Highway 14
(Union Academy Ada
Road).
Sandy Creek......................... Approximately 1,250 None +247 Unincorporated Areas of
feet downstream of Montgomery County.
Woodley Road.
Approximately 1.8 miles None +338
upstream of County
Highway 39 (Mount Zion
Road).
Sandy Creek Tributary 10............ At the Sandy Creek None +307 Unincorporated Areas of
confluence. Montgomery County.
Approximately 0.7 mile None +315
upstream of the Sandy
Creek confluence.
Sandy Creek Tributary 10--1 At the Sandy Creek None +310 Unincorporated Areas of
(backwater effects from Sandy Tributary 10 Montgomery County.
Creek). confluence.
Approximately 730 feet None +310
upstream of the Sandy
Creek Tributary 10
confluence.
Sandy Creek Tributary 11............ At the Sandy Creek None +318 Unincorporated Areas of
confluence. Montgomery County.
[[Page 70393]]
Approximately 1,300 None +322
feet upstream of the
Sandy Creek confluence.
Sandy Creek Tributary 12 (backwater At the Sandy Creek None +330 Unincorporated Areas of
effects from Sandy Creek). confluence. Montgomery County.
Approximately 750 feet None +330
upstream of the Sandy
Creek confluence.
Sandy Creek Tributary 13 (backwater At the Sandy Creek None +335 Unincorporated Areas of
effects from Sandy Creek). confluence. Montgomery County.
Approximately 750 feet None +335
upstream of the Sandy
Creek confluence.
Sandy Creek Tributary 2 (backwater At the Sandy Creek None +290 Unincorporated Areas of
effects from Sandy Creek). confluence. Montgomery County.
Approximately 700 feet None +290
upstream of the Sandy
Creek confluence.
Sandy Creek Tributary 3............. At the Sandy Creek None +281 Unincorporated Areas of
confluence. Montgomery County.
Approximately 1,100 None +283
feet upstream of the
Sandy Creek confluence.
Sandy Creek Tributary 5 (backwater At the Sandy Creek None +253 Unincorporated Areas of
effects from Sandy Creek). confluence. Montgomery County.
Approximately 1,800 None +253
feet upstream of the
Sandy Creek confluence.
Sandy Creek Tributary 9 (backwater At the Sandy Creek None +279 Unincorporated Areas of
effects from Sandy Creek). confluence. Montgomery County.
Approximately 700 feet None +279
upstream of the Sandy
Creek confluence.
Sherwood Ditch...................... At the upstream side of +219 +221 City of Montgomery.
East Haven Road.
At the upstream side of None +268
I-85.
Thompson Creek...................... Approximately 0.6 mile None +257 Unincorporated Areas of
downstream of Goodwyn Montgomery County.
Road.
Approximately 1.3 miles None +279
upstream of Woodley
Road.
Thompson Creek Tributary 4.......... At the Thompson Creek None +278 Unincorporated Areas of
confluence. Montgomery County.
Approximately 1,400 None +279
feet upstream of the
Thompson Creek
confluence.
Three Mile Branch Tributary 1 At the Three Mile +180 +179 City of Montgomery.
(backwater effects from Three Mile Branch confluence.
Branch).
Approximately 1,500 None +179
feet upstream of the
Three Mile Branch
confluence.
Wares Ferry Ditch................... At the upstream side of None +177 City of Montgomery.
U.S. Route 231.
At the downstream side None +233
of Atlanta Highway.
Wares Ferry Ditch Left Fork......... At the Wares Ferry None +217 City of Montgomery.
Ditch confluence.
Approximately 300 feet None +240
downstream of Atlanta
Highway.
Wares Ferry Ditch Tributary......... Approximately 500 feet +204 +203 City of Montgomery.
downstream of Hilda
Drive.
Approximately 700 feet None +217
downstream of Jule
Drive.
Whites Slough....................... At the downstream side +189 +187 City of Montgomery,
of Narrow Lane Road. Unincorporated Areas
of Montgomery County.
Approximately 500 feet +240 +244
upstream of Vaughn
Road.
Whites Slough Tributary 1 (backwater Approximately 1,300 None +234 City of Montgomery.
effects from Whites Slough). feet downstream of
Carriage Brook Road.
Approximately 200 feet None +234
downstream of Carriage
Brook Road.
Wiley Creek......................... Approximately 1.6 miles +177 +176 City of Montgomery.
upstream of the Catoma
Creek confluence.
At the downstream side +195 +189
of Hyundai Boulevard.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
[[Page 70394]]
+ North American Vertical Datum.
Depth in feet above ground.
[caret] Mean Sea Level, rounded to the nearest 0.1 meter.
** BFEs to be changed include the listed downstream and upstream BFEs, and include BFEs located on the stream
reach between the referenced locations above. Please refer to the revised Flood Insurance Rate Map located at
the community map repository (see below) for exact locations of all BFEs to be changed.
Send comments to Luis Rodriguez, Chief, Engineering Management Branch, Federal Insurance and Mitigation
Administration, Federal Emergency Management Agency, 500 C Street SW., Washington, DC 20472.
ADDRESSES
City of Montgomery
Maps are available for inspection at 103 North Perry Street, Montgomery, AL 36104.
Town of Pike Road
Maps are available for inspection at 9575 Vaughn Road, Montgomery, AL 36064.
Unincorporated Areas of Montgomery County
Maps are available for inspection at 101 South Lawrence Street, Montgomery, AL 36104.
----------------------------------------------------------------------------------------------------------------
Dickinson County, Michigan (All Jurisdictions)
----------------------------------------------------------------------------------------------------------------
Menominee River..................... Approximately 1.1 miles None +888 City of Kingsford,
downstream of Little Township of Breitung.
Quinnesec Dam.
At the Iron County None +1118
boundary.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
Depth in feet above ground.
[caret] Mean Sea Level, rounded to the nearest 0.1 meter.
** BFEs to be changed include the listed downstream and upstream BFEs, and include BFEs located on the stream
reach between the referenced locations above. Please refer to the revised Flood Insurance Rate Map located at
the community map repository (see below) for exact locations of all BFEs to be changed.
Send comments to Luis Rodriguez, Chief, Engineering Management Branch, Federal Insurance and Mitigation
Administration, Federal Emergency Management Agency, 500 C Street SW., Washington, DC 20472.
ADDRESSES
City of Kingsford
Maps are available for inspection at City Hall, 305 South Carpenter Avenue, Kingsford, MI 49802.
Township of Breitung
Maps are available for inspection at the Breitung Township Hall, 3851 Menominee Street, Quinnesec, MI 49876.
----------------------------------------------------------------------------------------------------------------
Macomb County, Michigan (All Jurisdictions)
----------------------------------------------------------------------------------------------------------------
Anchor Bay.......................... Entire shoreline within +580 +579 City of New Baltimore,
community. Township of
Chesterfield, Township
of Harrison.
Auvase Creek/Sutherland-Oemig Drain. Approximately 960 feet +580 +579 Township of
downstream of Chesterfield.
Jefferson Avenue.
Approximately 850 feet +580 +579
downstream of
Sugarbush Road.
Crapaud Creek....................... Approximately 860 feet +580 +579 City of New Baltimore.
downstream of Main
Street.
Approximately 340 feet +580 +579
downstream of Perrin
Street.
Fish Creek.......................... Approximately 1,170 +580 +579 Township of
feet downstream of Chesterfield.
Callens Road.
Approximately 1,585 +580 +579
feet upstream of
Callens Road.
Salt River.......................... Approximately 0.5 mile +580 +579 Township of
downstream of Chesterfield.
Jefferson Avenue.
Approximately 70 feet +580 +579
downstream of 23 Mile
Road.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
Depth in feet above ground.
[caret] Mean Sea Level, rounded to the nearest 0.1 meter.
** BFEs to be changed include the listed downstream and upstream BFEs, and include BFEs located on the stream
reach between the referenced locations above. Please refer to the revised Flood Insurance Rate Map located at
the community map repository (see below) for exact locations of all BFEs to be changed.
Send comments to Luis Rodriguez, Chief, Engineering Management Branch, Federal Insurance and Mitigation
Administration, Federal Emergency Management Agency, 500 C Street SW., Washington, DC 20472.
[[Page 70395]]
ADDRESSES
City of New Baltimore
Maps are available for inspection at 36535 Green Street, New Baltimore, MI 48047.
Township of Chesterfield
Maps are available for inspection at 47275 Sugarbush Road, Chesterfield, MI 48047.
Township of Harrison
Maps are available for inspection at 38151 L'Anse Creuse Street, Harrison Township, MI 48045.
----------------------------------------------------------------------------------------------------------------
Midland County, Michigan (All Jurisdictions)
----------------------------------------------------------------------------------------------------------------
Tittabawassee River................. Approximately 0.43 mile None +631 Township of Edenville,
upstream of Pere Township of Jerome,
Marquette Rail-Trail Village of Sanford.
of Mid[dash]Michigan.
Approximately 1 mile None +638
upstream of Meridian
Road.
Tobacco River....................... At the Tittabawassee None +638 Township of Edenville.
River confluence.
Approximately 0.85 mile None +640
upstream of the
Tittabawassee River
confluence.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
Depth in feet above ground.
[caret] Mean Sea Level, rounded to the nearest 0.1 meter.
** BFEs to be changed include the listed downstream and upstream BFEs, and include BFEs located on the stream
reach between the referenced locations above. Please refer to the revised Flood Insurance Rate Map located at
the community map repository (see below) for exact locations of all BFEs to be changed.
Send comments to Luis Rodriguez, Chief, Engineering Management Branch, Federal Insurance and Mitigation
Administration, Federal Emergency Management Agency, 500 C Street SW., Washington, DC 20472.
ADDRESSES
Township of Edenville
Maps are available for inspection at the Township Hall, 467 Moore Street, Edenville, MI 48620.
Township of Jerome
Maps are available for inspection at the Jerome Township Hall, 3243 North West River Road, Sanford, MI 48657.
Village of Sanford
Maps are available for inspection at the Village Hall, 106 Lincoln Street, Sanford, MI 48657.
----------------------------------------------------------------------------------------------------------------
Wayne County, Pennsylvania (All Jurisdictions)
----------------------------------------------------------------------------------------------------------------
Ariel Creek......................... Approximately 400 feet +1256 +1255 Township of Lake,
downstream of Goose Township of Salem.
Pond Road.
Approximately 1,500 None +1434
feet upstream of Lake
Ariel Highway.
Balls Creek......................... At the West Branch None +940 Township of Buckingham,
Delaware River Township of Scott.
confluence.
Approximately 1.5 miles None +1277
upstream of Carl Sands
Road.
Beaverdam Creek..................... At the Delaware River +733 +734 Township of Damascus.
confluence.
Approximately 4.1 miles None +1158
upstream of Buckley
Lane.
Carley Brook........................ Approximately 200 feet None +957 Borough of Honesdale,
upstream of the Township of Berlin,
