Intent To Prepare an Environmental Impact Statement for the Upper Ohio Navigation Study, PA, in Allegheny and Beaver Counties, 57487-57488 [06-8358]
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Federal Register / Vol. 71, No. 189 / Friday, September 29, 2006 / Notices
Daniel F. Willkens .............................................
Stephen D. Wilson .............................................
Shelton R. Young ...............................................
[FR Doc. 06–8360 Filed 9–28–05; 8:45am]
BILLING CODE 5001–06–M
DEPARTMENT OF DEFENSE
Department of the Army
Availability of Non-Exclusive,
Exclusive License or Partially
Exclusive Licensing of U.S. Patent
Concerning Conductive (Electrical,
Ionic, and Photoelectric) Polymer
Membrane Articles, and Method for
Producing Same
Department of the Army, DoD.
Notice.
AGENCY:
ACTION:
SUMMARY: In accordance with 37 CFR
Part 404.6, announcement is made of
the availability for licensing of U.S.
Patent No. US 7,109,136 B2 entitled
‘‘Conductive (Electrical, Ionic, and
Photoelectric) Polymer Membrane
Articles, and Method for Producing
Same’’ Issued September 19, 2006. This
patent has been assigned to the United
States Government as represented by the
Secretary of the Army.
FOR FURTHER INFORMATION CONTACT: Mr.
Arnold Boucher at U.S. Army Soldier
Systems Center, Kansas Street, Natick,
MA 01760, Phone; (508) 233–5431 or Email: Arnold.Boucher@natick.army.mil.
SUPPLEMENTARY INFORMATION: Any
licenses granted shall comply with 35
U.S.C. 209 and 37 CFR Part 404.
Brenda S. Bowen,
Army Federal Register Liaison Officer.
[FR Doc. 06–8356 Filed 9–28–06; 8:45 am]
BILLING CODE 3710–08–M
DEPARTMENT OF DEFENSE
Department of the Army, Corps of
Engineers
Intent To Prepare an Environmental
Impact Statement for the Upper Ohio
Navigation Study, PA, in Allegheny and
Beaver Counties
Department of the Army, U.S.
Army Corps of Engineers, DoD.
ACTION: Notice of intent.
jlentini on PROD1PC65 with NOTICES
AGENCY:
SUMMARY: Pursuant to the National
Environmental Policy Act (NEPA), the
Pittsburgh District of the U.S. Army
Corps of Engineers (Corps) is seeking
public comment on the environmental
scope of an upcoming study, named the
VerDate Aug<31>2005
20:43 Sep 28, 2006
Jkt 208001
57487
Acting Director, Defense Criminal Investigative Service, Assistant Inspector General for Investigations, ODIG–INV.
Assistant Inspector General for Administration and Management.
Deputy Inspector General for Intelligence.
‘‘Upper Ohio Navigation Study,
Pennsylvania.’’ This study will consider
and evaluate the feasibility of
alternatives for maintaining commercial
navigation on the Pennsylvania portion
of the Ohio River, and also consider and
evaluate the feasibility of ecosystem
restoration opportunities.
The focus of the upper Ohio River
navigation feasibility study is to develop
the best plan for maintaining safe,
environmentally sustainable, and
reliable navigation on the upper 40
miles of the Ohio River in Pennsylvania.
Navigation is currently provided
through three old lock and dam
facilities—Emsworth, Dashields and
Montgomery locks and dams—dating
from the 1920s. The study will consider
a 60-year period from 2010 to 2070.
Navigation alternatives will consider
facility operation and maintenance,
rehabilitation, and new construction
needs and opportunities.
In order to facilitate early public
involvement in the planning process,
the Corps will be conducting two
environmental scoping meetings open to
the public in the study area. The public
is invited to attend these meetings to
hear an overview of the study, and assist
in the identification of significant issues
to be considered during the study
process. (See DATES).
DATES: Public scoping meetings will be
held on:
1. October 24, 2006, 7 p.m. to 9 p.m.,
Monaca, PA.
2. October 25, 2006, 7 p.m. to 9 p.m.,
Coraopolis, PA.
ADDRESSES: The meeting locations are:
1. Monaca, PA—Community College
of Beaver County, Library Resource
Center, Conference Room 103, One
Campus Drive, Monaca, PA 15061.
2. Coraopolis, PA—Holiday Inn, 8256
University Boulevard, Coraopolis, PA
15108.
FOR FURTHER INFORMATION CONTACT: The
Corps’ point-of-contact for questions or
comments on the study and the
environmental impact statement is Mr.
Conrad Weiser, U.S. Army Corps of
Engineers, Pittsburgh District, 2200
William S. Moorhead Federal Building,
1000 Liberty Avenue, Pittsburgh, PA,
15222–4186. Telephone: (412) 395–
7220. E-mail:
Conrad.E.Weiser@usace.army.mil.
Requests to be placed on the study
mailing list should also be sent to this
address. General information on the
study is also posted on the Corps’
PO 00000
Frm 00028
Fmt 4703
Sfmt 4703
internet site: https://
www.Lrp.usace.army.mil/pm/
upper_ohio.htm.
SUPPLEMENTARY INFORMATION:
1. Authority: The proposed action is
being conducted under the authority of
United States Senate, Committee on
Public Works resolution dated May 16,
1955; and United States House of
Representatives, Committee on Public
Works and Transportation resolution
dated March 11, 1982.
2. Background: a. The Corps is
initiating a study to identify and
evaluate feasible alternatives to
maintain environmentally sustainable
commercial river navigation on the
upper 40 miles of the Ohio River in
Pennsylvania. Existing locks and dams
to be considered in this study are the
Emsworth, Dashields, and Montgomery
(EDM) locks and dams. The EDM
facilities are the uppermost three of the
19 facilities forming the Ohio River
Navigation System. This system
provides navigable depths the full 981mile length of the river between its
origin at the ‘‘Point’’ in Pittsburgh, PA,
to its mouth at Cairo, IL.
b. Emsworth is the oldest operating
facility of the Ohio River system. Its
locks date from 1921, while its original
fixed crest dams were replaced in 1938
with higher gated structures. Dashields
and Montgomery locks and dams were
placed into operation in 1929 and 1936,
respectively. Locks and Dams 52 and 53
near the river’s mouth are the only other
pre-World War II facilities on the Ohio
River system, and these are in the
process of being replaced by a single
facility, Olmsted Locks and Dam.
c. Emsworth, Dashields, and
Montgomery each have two lock
chambers, a main chamber measuring
110′ × 600′± and an auxiliary chamber
measuring 56′ × 360′. Compared to the
110′ × 1,200′ main lock chambers at the
modern Ohio River facilities, they are
the lowest capacity locks on the river.
They form a bottleneck between the
modern downstream Ohio River
navigation structures and the tributary
Monongahela River locks with their
720-foot chambers. The disparity in
capacity is magnified during main
chamber closures when all traffic must
use the small 56′ × 360′ chambers. These
small chambers can only process one
barge at a time, necessitating multiple
lockages for typical tows of as many as
15 barges, more or less. This study will
E:\FR\FM\29SEN1.SGM
29SEN1
jlentini on PROD1PC65 with NOTICES
57488
Federal Register / Vol. 71, No. 189 / Friday, September 29, 2006 / Notices
consider the potential benefits of larger
main lock chambers at EDM.
d. Additional concerns at EDM
involve the structural integrity of the
aged concrete lock walls. Internal cracks
throughout the concrete lock walls may
eventually propagate through entire
wall sections and lead to significant
movements of wall sections. A major
cause of cracking is concrete
deterioration. Because these three locks
and dams were constructed prior to the
advent of air-entrainment in concrete,
the concrete has been particularly
susceptible to weathering and freezethaw damage. Another source of
concern is that concrete construction
practices of the 1920’s and 1930’s,
including mix-design, placement,
consolidation, curing, and cold/hot
weather protection, were much less
stringent compared to the quality
control tolerances required for a similar
project constructed today. Still another
contributing factor is the raising of the
Emsworth Dams and pool in 1938,
which increased the head between the
upper and lower pools and increased
structural loads on the concrete lock
walls.
e. Major rehabilitations on the EDM
lock and approach walls undertaken in
the 1980s addressed short-term issues,
but there remains a concern about their
long-term effectiveness. Prior to these
major rehabilitation efforts, lock wall
surfaces were in advanced stages of
deterioration and there were concerns
about the stability of various wall
sections. Degraded concrete surfaces
were removed, and a 12-inch overlay of
new concrete was provided in an
attempt to retard deterioration rates by
preventing water from reaching the
interior concrete. However, despite
these efforts, water is apparently still
reaching the interior concrete and
causing it to become saturated and
susceptible to additional deterioration.
f. Following years of different
attempts at estimating concrete
structural reliability, including the
possible development of analytical
models and expert opinion, it was
decided that a condition assessment of
these three projects and expert opinion
were the appropriate tools to complete
this essential task. In September of 2000
a five-person panel of experts was
assembled to estimate the current and
future reliability of the structures on the
upper Ohio River. This panel of experts
established probabilities of failures, the
potential consequences for various
failure modes and estimated the impacts
to the expected service life of several
repair or replacement options for
concrete wall sections.
VerDate Aug<31>2005
20:43 Sep 28, 2006
Jkt 208001
g. The U.S. Army Corps of Engineers,
Great Lakes and Ohio River Division, is
nearing completion of a system-wide
study of Ohio river navigation projects.
The study was initiated in 1995 and is
referred to as the Ohio River Mainstem
System Study (ORMSS). ORMSS is
being conducted by a team of specialists
from the Corps’ Louisville, Huntington,
Nashville, and Pittsburgh districts. The
product of this study is a ‘‘System
Investment Plan,’’ which will be the
strategic ‘‘roadmap for reinvestment’’
establishing priorities for expenditure of
federal funds on the navigation system
and recommending site-specific
feasibility studies.
h. The ORMSS ‘‘System Investment
Plan’’ identifies the need for new main
locks at the EDM facilities. The Upper
Ohio River navigation feasibility study
of EDM is the site-specific feasibility
study that could lead to project
authorization in a future Water
Resources Development Act.
i. The ORMSS Report combines plan
formulation with a programmatic
environmental impact statement in a
main report and a series of appendices.
The ORMSS Environmental Appendix
includes environmental documentation
and a system-wide Cumulative Effects
Assessment (CEA). The CEA evaluates
past environmental impacts, current
conditions, and reasonably foreseeable
future actions by the Government and
others that may impact ‘‘Valued
Environmental Components’’ or
resources within and adjacent to the
Ohio River.
j. In accordance with the National
Environmental Policy Act (NEPA) of
1969, the anticipated environmental
scope and complexity of the Upper Ohio
River navigation feasibility study in
Pennsylvania will warrant that the
NEPA document be a tiered
environmental impact statement (EIS)
referencing the ORMSS Programmatic
EIS while anticipating future sitespecific, supplemental NEPA
documents for each recommended
project component.
3. Public Participation. a. The Corps
will conduct public meetings to gain
input from interested agencies,
organizations, and the general public
concerning the scope and content of the
EIS, alternatives that should be
analyzed, and related issues and
impacts to be addressed in the EIS (see
DATES).
b. The Corps invites full public
participation to promote open
communication and better decisionmaking. All persons and organizations
that have an interest in the Upper Ohio
Navigation Study, Pennsylvania, are
PO 00000
Frm 00029
Fmt 4703
Sfmt 4703
urged to participate in this NEPA
evaluation process.
c. Public comments are welcomed
anytime throughout the study process.
Formal opportunities for public and
agency participation include: (1) Public
meetings; (2) correspondence, telephone
or e-mail at any time throughout the
NEPA process; (3) review and comment
on the draft EIS; and (4) review of the
final EIS. Schedules and locations for
formal review periods will be
announced through the study’s mailing
list and in local news media. Anyone
who wishes to be included on the
mailing list for public distribution of
meeting announcements and documents
should contact Mr. Conrad Weiser.
4. Schedule: The draft EIS is
anticipated to be released for public
review and comment in May 2012. The
final report and final EIS are scheduled
to be completed in October 2012.
Brenda S. Bowen,
Army Federal Register Liaison Officer.
[FR Doc. 06–8358 Filed 9–28–06; 8:45 am]
BILLING CODE 3710–GM–M
DEPARTMENT OF DEFENSE
Department of the Army; Corps of
Engineers
Intent To Convey the ‘‘Drum Stick’’
Parcel of the Former Fort Ord, Located
in Monterey County, CA in Return for
the ‘‘Stillwell Kidney’’ Parcel Owned by
the City of Seaside
Department of the Army, U.S.
Army, U.S. Army Corps of Engineers,
DoD.
ACTION: Notice of intent.
AGENCY:
SUMMARY: Pursuant to 10 U.S.C.
2869(d)(1) the Department of the Army
(Army) is providing notice of its intent
to convey the ‘‘Drum Stick’’ parcel of
the former Fort Ord, located in
Monterey County, CA in return for the
‘‘Stillwell Kidney’’ parcel owned by the
City of Seaside. Fort Ord was selected
for closure by the Base Realignment and
Closure Commission in 1991. The Drum
Stick parcel is an undeveloped, denselyvegetated 11.28-acre property adjacent
to California State Route 1 on the former
Fort Ord. the Stillwell Kidney parcel
currently contains approximately 400
abandoned housing units. Under 10
U.S.C. 2869, the Army is authorized to
enter into an agreement to convey real
property, including any improvements
thereon, located on a military
installation that is closed or realigned
under a Base Realignment and Closure
(BRAC) Act to any person who agrees to
convey to the Army real property of at
E:\FR\FM\29SEN1.SGM
29SEN1
Agencies
[Federal Register Volume 71, Number 189 (Friday, September 29, 2006)]
[Notices]
[Pages 57487-57488]
From the Federal Register Online via the Government Printing Office [www.gpo.gov]
[FR Doc No: 06-8358]
-----------------------------------------------------------------------
DEPARTMENT OF DEFENSE
Department of the Army, Corps of Engineers
Intent To Prepare an Environmental Impact Statement for the Upper
Ohio Navigation Study, PA, in Allegheny and Beaver Counties
AGENCY: Department of the Army, U.S. Army Corps of Engineers, DoD.
ACTION: Notice of intent.
-----------------------------------------------------------------------
SUMMARY: Pursuant to the National Environmental Policy Act (NEPA), the
Pittsburgh District of the U.S. Army Corps of Engineers (Corps) is
seeking public comment on the environmental scope of an upcoming study,
named the ``Upper Ohio Navigation Study, Pennsylvania.'' This study
will consider and evaluate the feasibility of alternatives for
maintaining commercial navigation on the Pennsylvania portion of the
Ohio River, and also consider and evaluate the feasibility of ecosystem
restoration opportunities.
The focus of the upper Ohio River navigation feasibility study is
to develop the best plan for maintaining safe, environmentally
sustainable, and reliable navigation on the upper 40 miles of the Ohio
River in Pennsylvania. Navigation is currently provided through three
old lock and dam facilities--Emsworth, Dashields and Montgomery locks
and dams--dating from the 1920s. The study will consider a 60-year
period from 2010 to 2070. Navigation alternatives will consider
facility operation and maintenance, rehabilitation, and new
construction needs and opportunities.
In order to facilitate early public involvement in the planning
process, the Corps will be conducting two environmental scoping
meetings open to the public in the study area. The public is invited to
attend these meetings to hear an overview of the study, and assist in
the identification of significant issues to be considered during the
study process. (See DATES).
DATES: Public scoping meetings will be held on:
1. October 24, 2006, 7 p.m. to 9 p.m., Monaca, PA.
2. October 25, 2006, 7 p.m. to 9 p.m., Coraopolis, PA.
ADDRESSES: The meeting locations are:
1. Monaca, PA--Community College of Beaver County, Library Resource
Center, Conference Room 103, One Campus Drive, Monaca, PA 15061.
2. Coraopolis, PA--Holiday Inn, 8256 University Boulevard,
Coraopolis, PA 15108.
FOR FURTHER INFORMATION CONTACT: The Corps' point-of-contact for
questions or comments on the study and the environmental impact
statement is Mr. Conrad Weiser, U.S. Army Corps of Engineers,
Pittsburgh District, 2200 William S. Moorhead Federal Building, 1000
Liberty Avenue, Pittsburgh, PA, 15222-4186. Telephone: (412) 395-7220.
E-mail: Conrad.E.Weiser@usace.army.mil. Requests to be placed on the
study mailing list should also be sent to this address. General
information on the study is also posted on the Corps' internet site:
https://www.Lrp.usace.army.mil/pm/upper--ohio.htm.
SUPPLEMENTARY INFORMATION:
1. Authority: The proposed action is being conducted under the
authority of United States Senate, Committee on Public Works resolution
dated May 16, 1955; and United States House of Representatives,
Committee on Public Works and Transportation resolution dated March 11,
1982.
2. Background: a. The Corps is initiating a study to identify and
evaluate feasible alternatives to maintain environmentally sustainable
commercial river navigation on the upper 40 miles of the Ohio River in
Pennsylvania. Existing locks and dams to be considered in this study
are the Emsworth, Dashields, and Montgomery (EDM) locks and dams. The
EDM facilities are the uppermost three of the 19 facilities forming the
Ohio River Navigation System. This system provides navigable depths the
full 981-mile length of the river between its origin at the ``Point''
in Pittsburgh, PA, to its mouth at Cairo, IL.
b. Emsworth is the oldest operating facility of the Ohio River
system. Its locks date from 1921, while its original fixed crest dams
were replaced in 1938 with higher gated structures. Dashields and
Montgomery locks and dams were placed into operation in 1929 and 1936,
respectively. Locks and Dams 52 and 53 near the river's mouth are the
only other pre-World War II facilities on the Ohio River system, and
these are in the process of being replaced by a single facility,
Olmsted Locks and Dam.
c. Emsworth, Dashields, and Montgomery each have two lock chambers,
a main chamber measuring 110' x 600' and an auxiliary
chamber measuring 56' x 360'. Compared to the 110' x 1,200' main lock
chambers at the modern Ohio River facilities, they are the lowest
capacity locks on the river. They form a bottleneck between the modern
downstream Ohio River navigation structures and the tributary
Monongahela River locks with their 720-foot chambers. The disparity in
capacity is magnified during main chamber closures when all traffic
must use the small 56' x 360' chambers. These small chambers can only
process one barge at a time, necessitating multiple lockages for
typical tows of as many as 15 barges, more or less. This study will
[[Page 57488]]
consider the potential benefits of larger main lock chambers at EDM.
d. Additional concerns at EDM involve the structural integrity of
the aged concrete lock walls. Internal cracks throughout the concrete
lock walls may eventually propagate through entire wall sections and
lead to significant movements of wall sections. A major cause of
cracking is concrete deterioration. Because these three locks and dams
were constructed prior to the advent of air-entrainment in concrete,
the concrete has been particularly susceptible to weathering and
freeze-thaw damage. Another source of concern is that concrete
construction practices of the 1920's and 1930's, including mix-design,
placement, consolidation, curing, and cold/hot weather protection, were
much less stringent compared to the quality control tolerances required
for a similar project constructed today. Still another contributing
factor is the raising of the Emsworth Dams and pool in 1938, which
increased the head between the upper and lower pools and increased
structural loads on the concrete lock walls.
e. Major rehabilitations on the EDM lock and approach walls
undertaken in the 1980s addressed short-term issues, but there remains
a concern about their long-term effectiveness. Prior to these major
rehabilitation efforts, lock wall surfaces were in advanced stages of
deterioration and there were concerns about the stability of various
wall sections. Degraded concrete surfaces were removed, and a 12-inch
overlay of new concrete was provided in an attempt to retard
deterioration rates by preventing water from reaching the interior
concrete. However, despite these efforts, water is apparently still
reaching the interior concrete and causing it to become saturated and
susceptible to additional deterioration.
f. Following years of different attempts at estimating concrete
structural reliability, including the possible development of
analytical models and expert opinion, it was decided that a condition
assessment of these three projects and expert opinion were the
appropriate tools to complete this essential task. In September of 2000
a five-person panel of experts was assembled to estimate the current
and future reliability of the structures on the upper Ohio River. This
panel of experts established probabilities of failures, the potential
consequences for various failure modes and estimated the impacts to the
expected service life of several repair or replacement options for
concrete wall sections.
g. The U.S. Army Corps of Engineers, Great Lakes and Ohio River
Division, is nearing completion of a system-wide study of Ohio river
navigation projects. The study was initiated in 1995 and is referred to
as the Ohio River Mainstem System Study (ORMSS). ORMSS is being
conducted by a team of specialists from the Corps' Louisville,
Huntington, Nashville, and Pittsburgh districts. The product of this
study is a ``System Investment Plan,'' which will be the strategic
``roadmap for reinvestment'' establishing priorities for expenditure of
federal funds on the navigation system and recommending site-specific
feasibility studies.
h. The ORMSS ``System Investment Plan'' identifies the need for new
main locks at the EDM facilities. The Upper Ohio River navigation
feasibility study of EDM is the site-specific feasibility study that
could lead to project authorization in a future Water Resources
Development Act.
i. The ORMSS Report combines plan formulation with a programmatic
environmental impact statement in a main report and a series of
appendices. The ORMSS Environmental Appendix includes environmental
documentation and a system-wide Cumulative Effects Assessment (CEA).
The CEA evaluates past environmental impacts, current conditions, and
reasonably foreseeable future actions by the Government and others that
may impact ``Valued Environmental Components'' or resources within and
adjacent to the Ohio River.
j. In accordance with the National Environmental Policy Act (NEPA)
of 1969, the anticipated environmental scope and complexity of the
Upper Ohio River navigation feasibility study in Pennsylvania will
warrant that the NEPA document be a tiered environmental impact
statement (EIS) referencing the ORMSS Programmatic EIS while
anticipating future site-specific, supplemental NEPA documents for each
recommended project component.
3. Public Participation. a. The Corps will conduct public meetings
to gain input from interested agencies, organizations, and the general
public concerning the scope and content of the EIS, alternatives that
should be analyzed, and related issues and impacts to be addressed in
the EIS (see DATES).
b. The Corps invites full public participation to promote open
communication and better decision-making. All persons and organizations
that have an interest in the Upper Ohio Navigation Study, Pennsylvania,
are urged to participate in this NEPA evaluation process.
c. Public comments are welcomed anytime throughout the study
process. Formal opportunities for public and agency participation
include: (1) Public meetings; (2) correspondence, telephone or e-mail
at any time throughout the NEPA process; (3) review and comment on the
draft EIS; and (4) review of the final EIS. Schedules and locations for
formal review periods will be announced through the study's mailing
list and in local news media. Anyone who wishes to be included on the
mailing list for public distribution of meeting announcements and
documents should contact Mr. Conrad Weiser.
4. Schedule: The draft EIS is anticipated to be released for public
review and comment in May 2012. The final report and final EIS are
scheduled to be completed in October 2012.
Brenda S. Bowen,
Army Federal Register Liaison Officer.
[FR Doc. 06-8358 Filed 9-28-06; 8:45 am]
BILLING CODE 3710-GM-M