The document provides an overview of Honeywell's Hopewell, Virginia plant and its environmental performance. It describes the plant's history and products, including its position as the world's largest producer of caprolactam and ammonium sulfate. The plant ships over 900,000 tons of ammonium sulfate annually via its pier on the James River. It also discusses projects undertaken to reduce nutrient pollution to the river by over 85% while increasing production. The document highlights the plant's certified wildlife habitat and efforts to prevent water pollution and eliminate hydraulic oil from its loading equipment.
Huntsman Lake Dam Rehabilitation
Huntsman Lake Dredging and Restoration
Department of Public Works and Environmental Services Pardon Our Dust Meeting
Fairfax County, VA
Huntsman Lake Dam Rehabilitation
Huntsman Lake Dredging and Restoration
Department of Public Works and Environmental Services Pardon Our Dust Meeting
Fairfax County, VA
Lakeland Resources Inc. (TSXv: LK) announces the completion of its Phase 1 drilling program at the Gibbons Creek/ Star Property, Athabasca Basin region in Northern Saskatchewan. Phase 1 consisted of a total of 2,550 metres, totaling 14 holes at the Gibbons Creek – Star Property(s). In total, four drill holes encountered...
The California Central Valley Groundwater-Surface Water Simulation Model (C2VSim) simulates the monthly response of the Central Valley’s groundwater and surface water flow system to historical stresses, and can also be used to simulate the response to projected future stresses. C2VSim contains monthly historical stream inflows, surface water diversions, precipitation, land use and crop acreages from October 1921 through September 2009. The model dynamically calculates crop water demands, allocates contributions from precipitation, soil moisture and surface water diversions, and calculates the groundwater pumpage required to meet the remaining demand.
Modelling extreme conditions for wave overtopping at Weymouth - Oliver Way (H...Stephen Flood
2015 DHI UK & Ireland Symposium
Modelling of Extreme Conditions for Wave Overtopping at Weymouth Bay
Oliver Way (Hyder Consulting), Tuesday 21 April 2015 at 16:00 - 16:20
A wave model study of Weymouth Bay was undertaken for Weymouth and Portland Borough Council to investigate flooding in the historical centre of Weymouth which is understood to be caused by tidal and fluvial waters overtopping flood defences, groundwater rising above ground level in response to high tides and heavy rain and wave overtopping along the open coast / Esplanade. The wave modelling results in this study are used to provide input conditions to the overtopping calculations which will in turn be used as inputs to the models of overland flow to provide flood extents. MIKE 21 SW was applied to simulate extreme wave conditions with combined extreme water levels. The model domain extends from Chesil Beach in the west to Lulworth Cove in the east. Extreme water level data were supplied by the Environment Agency for Weymouth from the Coastal flood boundary conditions for UK mainland and islands report (Environment Agency, 2012). Extreme wave values were also obtained from this Environment Agency report at offshore locations on the model boundary. Extreme wave conditions were considered for three directional sectors: south west, south and south east. A joint probability approach was applied for a range of return periods and climate change epochs. Wave data were extracted at nearshore locations along the beach front of Weymouth Bay. These data were used as input conditions for wave overtopping calculations (EurOtop) at site specific points along the beach to determine overtopping discharge rates along the beach front.
The California Central Valley Groundwater-Surface Water Simulation Model (C2VSim) simulates the monthly response of the Central Valley’s groundwater and surface water flow system to historical stresses, and can also be used to simulate the response to projected future stresses. C2VSim contains monthly historical stream inflows, surface water diversions, precipitation, land use and crop acreages from October 1921 through September 2009. The model dynamically calculates crop water demands, allocates contributions from precipitation, soil moisture and surface water diversions, and calculates the groundwater pumpage required to meet the remaining demand.
Range Resources Voluntary Plan to Close Yeager Wastewater Impoundment in SWPAMarcellus Drilling News
A voluntary plan created and submitted by Range Resources to the Pennsylvania Dept. of Environmental Protection to permanently close (and restore) the Yeager wastewater impoundment (i.e. open pond) site in Amwell Township, located in Washington County, PA. The plan was tweaked by the DEP to require Range to test for certain compounds underneath the two liners in the impoundment--liners that, according to Range, had holes in both layers.
Assessment of Swan and Canning River Tidal and Storm Surge Water Levels - Ala...Stephen Flood
Assessment of Swan and Canning River Tidal and Storm Surge Water Levels - Alan Forster (URS).
Presented at the 2014 MIKE by DHI UK Symposium on 13th to 14th May 2014.
Use of MIKE 21/3 in the Hydraulic Analysis for the Dublin Port ABR Project - ...Stephen Flood
2015 DHI UK & Ireland Symposium
KEYNOTE: Use of MIKE 21/3 in the Hydraulic Analysis for the Dublin Port ABR Project
Adrian Bell (RPS),
Tuesday 21 April 2015 at 10:30 - 11:00
This project essentially looked at the stability of a deepened approach channel and examined the impact of the dredging and disposal for the scheme in support of a public planning hearing. The modelling used coupled MIKE 21 FM HD-SW-ST models as well as well as MIKE 21 and MIKE 3 FM HD and MT models.
We looked at the data. Here’s a breakdown of some key statistics about the nation’s incoming presidents’ addresses, how long they spoke, how well, and more.
Lakeland Resources Inc. (TSXv: LK) announces the completion of its Phase 1 drilling program at the Gibbons Creek/ Star Property, Athabasca Basin region in Northern Saskatchewan. Phase 1 consisted of a total of 2,550 metres, totaling 14 holes at the Gibbons Creek – Star Property(s). In total, four drill holes encountered...
The California Central Valley Groundwater-Surface Water Simulation Model (C2VSim) simulates the monthly response of the Central Valley’s groundwater and surface water flow system to historical stresses, and can also be used to simulate the response to projected future stresses. C2VSim contains monthly historical stream inflows, surface water diversions, precipitation, land use and crop acreages from October 1921 through September 2009. The model dynamically calculates crop water demands, allocates contributions from precipitation, soil moisture and surface water diversions, and calculates the groundwater pumpage required to meet the remaining demand.
Modelling extreme conditions for wave overtopping at Weymouth - Oliver Way (H...Stephen Flood
2015 DHI UK & Ireland Symposium
Modelling of Extreme Conditions for Wave Overtopping at Weymouth Bay
Oliver Way (Hyder Consulting), Tuesday 21 April 2015 at 16:00 - 16:20
A wave model study of Weymouth Bay was undertaken for Weymouth and Portland Borough Council to investigate flooding in the historical centre of Weymouth which is understood to be caused by tidal and fluvial waters overtopping flood defences, groundwater rising above ground level in response to high tides and heavy rain and wave overtopping along the open coast / Esplanade. The wave modelling results in this study are used to provide input conditions to the overtopping calculations which will in turn be used as inputs to the models of overland flow to provide flood extents. MIKE 21 SW was applied to simulate extreme wave conditions with combined extreme water levels. The model domain extends from Chesil Beach in the west to Lulworth Cove in the east. Extreme water level data were supplied by the Environment Agency for Weymouth from the Coastal flood boundary conditions for UK mainland and islands report (Environment Agency, 2012). Extreme wave values were also obtained from this Environment Agency report at offshore locations on the model boundary. Extreme wave conditions were considered for three directional sectors: south west, south and south east. A joint probability approach was applied for a range of return periods and climate change epochs. Wave data were extracted at nearshore locations along the beach front of Weymouth Bay. These data were used as input conditions for wave overtopping calculations (EurOtop) at site specific points along the beach to determine overtopping discharge rates along the beach front.
The California Central Valley Groundwater-Surface Water Simulation Model (C2VSim) simulates the monthly response of the Central Valley’s groundwater and surface water flow system to historical stresses, and can also be used to simulate the response to projected future stresses. C2VSim contains monthly historical stream inflows, surface water diversions, precipitation, land use and crop acreages from October 1921 through September 2009. The model dynamically calculates crop water demands, allocates contributions from precipitation, soil moisture and surface water diversions, and calculates the groundwater pumpage required to meet the remaining demand.
Range Resources Voluntary Plan to Close Yeager Wastewater Impoundment in SWPAMarcellus Drilling News
A voluntary plan created and submitted by Range Resources to the Pennsylvania Dept. of Environmental Protection to permanently close (and restore) the Yeager wastewater impoundment (i.e. open pond) site in Amwell Township, located in Washington County, PA. The plan was tweaked by the DEP to require Range to test for certain compounds underneath the two liners in the impoundment--liners that, according to Range, had holes in both layers.
Assessment of Swan and Canning River Tidal and Storm Surge Water Levels - Ala...Stephen Flood
Assessment of Swan and Canning River Tidal and Storm Surge Water Levels - Alan Forster (URS).
Presented at the 2014 MIKE by DHI UK Symposium on 13th to 14th May 2014.
Use of MIKE 21/3 in the Hydraulic Analysis for the Dublin Port ABR Project - ...Stephen Flood
2015 DHI UK & Ireland Symposium
KEYNOTE: Use of MIKE 21/3 in the Hydraulic Analysis for the Dublin Port ABR Project
Adrian Bell (RPS),
Tuesday 21 April 2015 at 10:30 - 11:00
This project essentially looked at the stability of a deepened approach channel and examined the impact of the dredging and disposal for the scheme in support of a public planning hearing. The modelling used coupled MIKE 21 FM HD-SW-ST models as well as well as MIKE 21 and MIKE 3 FM HD and MT models.
We looked at the data. Here’s a breakdown of some key statistics about the nation’s incoming presidents’ addresses, how long they spoke, how well, and more.
32 Ways a Digital Marketing Consultant Can Help Grow Your BusinessBarry Feldman
How can a digital marketing consultant help your business? In this resource we'll count the ways. 24 additional marketing resources are bundled for free.
My books- Hacking Digital Learning Strategies http://hackingdls.com & Learning to Go https://gum.co/learn2go
Resources at http://shellyterrell.com/emoji
Artificial intelligence (AI) is everywhere, promising self-driving cars, medical breakthroughs, and new ways of working. But how do you separate hype from reality? How can your company apply AI to solve real business problems?
Here’s what AI learnings your business should keep in mind for 2017.
Restore ~4,000 feet by returning the form and function of the channel to dynamic equilibrium and improve the ecological processes of the riparian corridor.
Watershed management along the Colorado River - Michael GabaldonYourAlberta
Michael is an Associate Vice-President with AECOM and a presenter at Alberta’s Watershed Management Symposium: Flood and Drought Mitigation. Using the Colorado River and recent flood events in the State of Colorado as backdrops, Michael talked about bringing diverse stakeholders together to create an effective total watershed management plan.
This presentation was given as part of the EPA-funded Catchment Science and Management Course focusing on Integrated Catchment Management, held in June 2015. This course was delivered by RPS Consultants. If you have any queries or comments, or wish to use the material in this presentation, please contact catchments@epa.ie
It is increasingly being recognised internationally that integrated catchment management (ICM) is a useful organising framework for tackling the ongoing challenge of balancing sustainable use and development of our natural resource, against achieving environmental goals. The basic principles of ICM (Williams, 2012) are to:
• Take a holistic and integrated approach to the management of land, biodiversity, water and community resources at the water catchment scale;
• Involve communities in planning and managing their landscapes; and
• Find a balance between resource use and resource conservation
ICM is now well established in Australia, New Zealand, and the United States. In Europe the ICM approach has been proposed as being required to achieve effective water and catchment management, and is the approach being promoted by DEFRA for the UK, where it is called the “Catchment Based Approach” (CaBA). The principles and methodologies behind ICM sit well within the context of the Water Framework Directive with its aims and objectives for good water quality, sustainable development and public participation in water resource management. In Ireland it is proposed that the ICM approach will underlie the work and philosophy in developing and implementing future River Basin Management Plans.
This presentation was given as part of the EPA-funded Catchment Science and Management Course focusing on Integrated Catchment Management, held in June 2015. This course was delivered by RPS Consultants. If you have any queries or comments, or wish to use the material in this presentation, please contact catchments@epa.ie
It is increasingly being recognised internationally that integrated catchment management (ICM) is a useful organising framework for tackling the ongoing challenge of balancing sustainable use and development of our natural resource, against achieving environmental goals. The basic principles of ICM (Williams, 2012) are to:
• Take a holistic and integrated approach to the management of land, biodiversity, water and community resources at the water catchment scale;
• Involve communities in planning and managing their landscapes; and
• Find a balance between resource use and resource conservation
ICM is now well established in Australia, New Zealand, and the United States. In Europe the ICM approach has been proposed as being required to achieve effective water and catchment management, and is the approach being promoted by DEFRA for the UK, where it is called the “Catchment Based Approach” (CaBA). The principles and methodologies behind ICM sit well within the context of the Water Framework Directive with its aims and objectives for good water quality, sustainable development and public participation in water resource management. In Ireland it is proposed that the ICM approach will underlie the work and philosophy in developing and implementing future River Basin Management Plans.
Developing best management practices for marinas and waterfront 1 25-11Mario Cruz
A Presentation giving at the International Marine and Boat Conference in 2011 to help Marinas meet environmental goals and help achieve a "Clean Marina" status.
spillcontainment.com
Regulatory Challenges to Alternative EnergyKevin Haroff
Presentation given on March 30, 2010, at Cornell Law School in Ithaca, New York. Titled “Environmental and Regulatory Challenges to Developing Energy Alternatives – a Case Study,” the presentation focused on difficulties companies face when seeking regulatory approvals for proposed solar thermal energy projects in Southern California.
Presentation on the Corps' budget process as it pertains to the James River Federal Navigation Channel. This presentation was presented by Richard Klein, P.E., at the James River Partnership Meeting XVIII
Vessel Traffic Update on the James River in Virginia for the 2014 James River Partnership Meeting, Presented by David Host, Chairman and CEO of T. Parker Host, Inc.
Cracking the Workplace Discipline Code Main.pptxWorkforce Group
Cultivating and maintaining discipline within teams is a critical differentiator for successful organisations.
Forward-thinking leaders and business managers understand the impact that discipline has on organisational success. A disciplined workforce operates with clarity, focus, and a shared understanding of expectations, ultimately driving better results, optimising productivity, and facilitating seamless collaboration.
Although discipline is not a one-size-fits-all approach, it can help create a work environment that encourages personal growth and accountability rather than solely relying on punitive measures.
In this deck, you will learn the significance of workplace discipline for organisational success. You’ll also learn
• Four (4) workplace discipline methods you should consider
• The best and most practical approach to implementing workplace discipline.
• Three (3) key tips to maintain a disciplined workplace.
Attending a job Interview for B1 and B2 Englsih learnersErika906060
It is a sample of an interview for a business english class for pre-intermediate and intermediate english students with emphasis on the speking ability.
Memorandum Of Association Constitution of Company.pptseri bangash
www.seribangash.com
A Memorandum of Association (MOA) is a legal document that outlines the fundamental principles and objectives upon which a company operates. It serves as the company's charter or constitution and defines the scope of its activities. Here's a detailed note on the MOA:
Contents of Memorandum of Association:
Name Clause: This clause states the name of the company, which should end with words like "Limited" or "Ltd." for a public limited company and "Private Limited" or "Pvt. Ltd." for a private limited company.
https://seribangash.com/article-of-association-is-legal-doc-of-company/
Registered Office Clause: It specifies the location where the company's registered office is situated. This office is where all official communications and notices are sent.
Objective Clause: This clause delineates the main objectives for which the company is formed. It's important to define these objectives clearly, as the company cannot undertake activities beyond those mentioned in this clause.
www.seribangash.com
Liability Clause: It outlines the extent of liability of the company's members. In the case of companies limited by shares, the liability of members is limited to the amount unpaid on their shares. For companies limited by guarantee, members' liability is limited to the amount they undertake to contribute if the company is wound up.
https://seribangash.com/promotors-is-person-conceived-formation-company/
Capital Clause: This clause specifies the authorized capital of the company, i.e., the maximum amount of share capital the company is authorized to issue. It also mentions the division of this capital into shares and their respective nominal value.
Association Clause: It simply states that the subscribers wish to form a company and agree to become members of it, in accordance with the terms of the MOA.
Importance of Memorandum of Association:
Legal Requirement: The MOA is a legal requirement for the formation of a company. It must be filed with the Registrar of Companies during the incorporation process.
Constitutional Document: It serves as the company's constitutional document, defining its scope, powers, and limitations.
Protection of Members: It protects the interests of the company's members by clearly defining the objectives and limiting their liability.
External Communication: It provides clarity to external parties, such as investors, creditors, and regulatory authorities, regarding the company's objectives and powers.
https://seribangash.com/difference-public-and-private-company-law/
Binding Authority: The company and its members are bound by the provisions of the MOA. Any action taken beyond its scope may be considered ultra vires (beyond the powers) of the company and therefore void.
Amendment of MOA:
While the MOA lays down the company's fundamental principles, it is not entirely immutable. It can be amended, but only under specific circumstances and in compliance with legal procedures. Amendments typically require shareholder
Personal Brand Statement:
As an Army veteran dedicated to lifelong learning, I bring a disciplined, strategic mindset to my pursuits. I am constantly expanding my knowledge to innovate and lead effectively. My journey is driven by a commitment to excellence, and to make a meaningful impact in the world.
What are the main advantages of using HR recruiter services.pdfHumanResourceDimensi1
HR recruiter services offer top talents to companies according to their specific needs. They handle all recruitment tasks from job posting to onboarding and help companies concentrate on their business growth. With their expertise and years of experience, they streamline the hiring process and save time and resources for the company.
Kseniya Leshchenko: Shared development support service model as the way to ma...Lviv Startup Club
Kseniya Leshchenko: Shared development support service model as the way to make small projects with small budgets profitable for the company (UA)
Kyiv PMDay 2024 Summer
Website – www.pmday.org
Youtube – https://www.youtube.com/startuplviv
FB – https://www.facebook.com/pmdayconference
The world of search engine optimization (SEO) is buzzing with discussions after Google confirmed that around 2,500 leaked internal documents related to its Search feature are indeed authentic. The revelation has sparked significant concerns within the SEO community. The leaked documents were initially reported by SEO experts Rand Fishkin and Mike King, igniting widespread analysis and discourse. For More Info:- https://news.arihantwebtech.com/search-disrupted-googles-leaked-documents-rock-the-seo-world/
Falcon stands out as a top-tier P2P Invoice Discounting platform in India, bridging esteemed blue-chip companies and eager investors. Our goal is to transform the investment landscape in India by establishing a comprehensive destination for borrowers and investors with diverse profiles and needs, all while minimizing risk. What sets Falcon apart is the elimination of intermediaries such as commercial banks and depository institutions, allowing investors to enjoy higher yields.
3.0 Project 2_ Developing My Brand Identity Kit.pptxtanyjahb
A personal brand exploration presentation summarizes an individual's unique qualities and goals, covering strengths, values, passions, and target audience. It helps individuals understand what makes them stand out, their desired image, and how they aim to achieve it.
5. James River Federal Navigation Project
Environmental Coordination
Review of Permit Issues
Betty Grey Waring
Chief, Technical Support Section
Operations Branch
US Army Corps of Engineers
Norfolk District
7. The Corps of Engineers navigation
mission carries out one of the primary
needs and uses of the James River.
It is our job to keep the channel open and
navigable.
9. In order to maintain the channel, the Corps
must obtain
» DEQ 401 Water Quality Certification
» VMRC permit
10. For permitting purposes, the 90 mile James
River navigation channel is separated into
three parts:
– Upper – Mile 90 to mile 70 (Richmond Harbor
to Hopewell)
– Middle – Mile 69 to mile 27 (Hopewell to Hog
Island)
– Lower – Mile 27 to mile 5 (Hog Island to the
river mouth)
11.
12.
13.
14. Each of these channel segments has distinct
engineering and environmental
characteristics that made separation into
three permits logical.
– For example:
•Middle James
–Finer material
–Overboard placement sites
–More industrial
•Lower James
–Fine material
–Higher salinity
–Oyster grounds
–Wider river
•Upper James
–Mostly granular material
–Upland placement sites
–Low salinity
15. The state permits must be renewed every 5
years (VMRC) or 10 years (DEQ).
In 2004, 3 permits will expire:
– Upper James – 401 Certificate
– Middle James – 401 Certificate & VMRC
permit
16. Conditions placed on previous permits
required to be completed before renewal.
– Middle James River Dredged Material
Placement Alternatives Study 2002
– Sediment Sampling/Testing City Point Channel
1999
– Before Dredging Benthic Surveys 1999-2000
– Richmond Harbor Core Sampling and Analysis
1993
17. Conditions continued:
– Richmond Deepwater Terminal Sediment Sampling
2002
– Sampling and Analysis Plan for Turkey Island Cut-off
and Richmond Deepwater Terminal 2003
– Navigation Project Evaluations & Sediment Fate
• City Point Channel
• Jordon Point-Harrison Bar-Windmill Point
• Goose Hill Channel
• Dancing Point-Swann Point
18. In addition, the Corps undertook the following
engineering and other studies in the James
River to learn more about the river
processes:
– Surface Tidal Current and Sediment Distribution-Turkey Island
Cut-off 1997
– Long-term Dredged Material Management Plan for the Upper
James River 1995
– Preliminary Analysis for Alternative Upland Dredged Material
Placement Sites at Turkey Island Cut-off 1998
– Anadromous Fish Study 2002
– Underwater Archeological Investigations 1995
19. We now have a good understanding of the
river and how it is affected by dredging and
placement of dredged material.
The results of some of these studies will be
discussed in more detail this afternoon.
20. Status of Permit Renewals:
– Middle James
• VMRC – On Commission Agenda January/February
• DEQ – Awaiting draft permit
– Upper James
• DEQ – Awaiting draft permit after completion of
current testing at Turkey Island and Richmond
Deepwater Terminal
Possible condition to test before every dredging
event
21. Where do we stand?
– The Corps has spent significant effort and funds
to study the James River to satisfy permit
conditions and for our own engineering
navigation needs.
– Renewing permits is becoming more and more
difficult
• greater time required
• more questions to answer
• more studies and sediment testing
22. As our partners, all of you need to know and
understand the costs associated with
meeting permit requirements, particularly in
these times of reduced funding
• sediment testing requires significant time
and effort and must follow strict protocols
• High cost for preparation, collection, and
chemical analysis
23. If we do not obtain permits, we cannot dredge
– Affects current navigation in river
– Uncertainty affects future plans to send
additional ships up the James
– Economic consequences for Commonwealth of
Virginia
24. Key is to put the true engineering and
environmental effects of dredging in
perspective with all of the other
natural processes and man-made
activities in the river.
25. • Norfolk District, Corps of Engineers continues to
look for ways to maximize navigation, while
meeting state regulatory requirements.
• Good working relationships with agencies has
assured unrestricted navigation.
• Requirements are becoming more difficult while
funding is getting tighter.
• The Corps continues to take pride in balancing the
navigation needs of the James River with the true
environmental impacts of dredging.
Conclusions:
31. THE TOWING INDUSTRY
PROVIDES TANGIBLE BENEFITS
SAFETY & ENVIRONMENTAL
PROTECTION
EFFICIENCY OF OPERATIONS
TAKES TRUCKS OFF THE ROADS
PROVIDES EMPLOYMENT
32. Barges and The
Environment
1 60,000 bbl. barge is
equivalent to:
300 Trucks
80 Rail Cars
Barges are fuel efficient and reduce air pollution
33. Barges and The Environment
One gallon of fuel can move one ton of freight 522 miles
by barge, compared to 386 miles by rail and 59 miles by
truck
Barges are fuel efficient and reduce air pollution
34. Tank Barge Spills
0
200,000
400,000
600,000
800,000
1,000,000
1,200,000
Gallons
Tank Barge Spill Reduction
Gallons Spilled Per One Million
Moved
1.92.3
3.5
2.3
16.916.3
13.9
0
5
10
15
20
1994
1995
1996
1997
1998
1999
2000
…resulting in an 92% drop
in spill volume per million
gallons of oil moved.
The industry commitment to
environmental stewardship
has significantly reduced
spills from tank barges…
35. AWO Responsible
Carrier Program
A comprehensive safety
and environmental code
of practice for the towing
industry
Ever since 2000 all AWO members have
been required to undergo an audit to ensure
compliance.
36. What Is The
Responsible Carrier
Program?
• Developed By AWO For Barge And
Towing Companies
• A Safety Code Of Practice That
Encompasses Every Aspect Of Fleet
Operations
38. Tiered Evaluations for
Dredged Material
James River Partnership Meeting
December 03, 2003
by
Norman R. Francingues
OA Systems Corporation
39. Regulatory Considerations
• Dredged material is regulated as a CWA
Section 404 discharge to waters of the US
• State Issues a Section 401 Water Quality
Certification
• NEPA requires consideration for all
pathways of concern
40. USACE/ EPA
Technical Framework
• Jointly Developed
• Alternative Selection
• Environmental Suitability
• Open Water
• Confined (diked)
• Beneficial Uses
• Full range of materials
• Umbrella for OTM, ITM, UTM
41. OTM/ ITM/ UTM – What do they do?
• Ocean Testing Manual/ Inland Testing
Manual
– Evaluate potential Open Water contaminant
effects
– Determine suitability of material for open water
placement
• Upland Testing Manual
– Evaluates potential contaminant effects of
material placement in a CDF
– Determines the need for management actions or
controls for placement of material in a CDF
42. Tier I Existing Info
Tier II Screening Evaluations
Tier III Effects-Based Testing
and Evaluations
Tier IV Case Specific Studies/
Risk Assessment
A Tiered Approach for Evaluations
44. Initial Evaluations (Tier I)
• Need for Pathway Evaluations
– “reason to believe”
– sand/gravel; clean material; new work
• Identify Relevant Pathways
• Identify Contaminants of Concern
• Compile Existing Information
Evaluate all relevant pathways &
Test only as needed!
46. Tier III
• Effects Based Testing and Evaluations
• Chemical and Biological Tests
• Models for Mixing, Attenuation, Dispersion
• Results of all Tier III tests can be used in
Risk Assessments
51. Take Home Message
• Over 30 years and $150 Million in background and
technical data bases
• Joint EPA and Corps developed protocols and
evaluation guidelines
• OTM/ITM/UTM provide a tiered approach for
evaluations
• Contaminant pathways must be appropriately
evaluated
• Testing/ evaluation procedures are available for all
pathways
• Evaluate all relevant pathways and test only as needed
56. 4Honeywell Confidential and Proprietary
Shanghai
BHYN
Tech svc/R&D, marketing, administration
Carpet fibers plant
Spinning polymer plant
Textile fibers plant
Caprolactam plant
Tech svc/R&D, marketing, administration
Carpet fibers plant
Spinning polymer plant
Textile fibers plant
Caprolactam plant
Anderson
Clemson
Arnprior
C H I N A
HopewellChesterfield
Columbia
Dalton
Colonial Heights
• Honeywell Facilities:
• Former BASF Facilities:
• New business has 3,800 employees
Charlotte
Honeywell Nylon Facilities
57. 5Honeywell Confidential and Proprietary
• Plant employs about 900 people
• About 25 miles of railroad track in plant
• Consume about 11 railcars of molten sulfur every day
• River water pumping capacity of 135,000 gallon per minute
• Largest consumer of natural gas on east coast 50 MCF/Day - 1500 TPD
ammonia plant
• Sell several hundred TPD of CO2 to Anheiser-Busch, Coca-Cola,
Perdue and others
• Hopewell Plant produces Ammonium Sulfate as co-product of
Caprolactam Process
• Approximately 4.3 lbs AS per pound of Caprolactam
• Produce about 1.7 million tons / year (over 4,500 tons per day )
• Ammonium sulfate is crystallized from solution to form crystalline
particles
Honeywell Hopewell Plant Summary
58. 6Honeywell Confidential and Proprietary
Merchant
Quality
CaprolactamPhenol
Hopewell, VA
19 Million Pounds Per Day
Natural Gas
Sulfur
Caprolactam
Columbia, SC Chesterfield, VA
Carpet Fibers Performance
Fibers
Specialty
Polymers
Specialty
Films
Intermediate
Chemicals
Specialty
Chemicals
Chemical Intermediates Hopewell Plant
60. 8Honeywell Confidential and Proprietary
Ammonium Sulfate Production
• Contains 21% nitrogen and 24% sulfur
• Available in two grades
– Granular for bulk blends
– Standard for direct application or for
dissolving into liquid fertilizers
• Compatible with all fertilizer products
• Less hygroscopic, enhanced storability
• World’s Largest Caprolactam Production Site
• World’s Largest Ammonium Sulfate Producer
• Total Production in Excess of 1.7 million tons
– About 9% of World Total
• Multi-Modal Shipping (Marine, Rail, Truck)
Hopewell, VA Plant
61. 9Honeywell Confidential and Proprietary
Activity At James River Honeywell Pier
•Fifty Five Export Vessels per year (880,000 tons)
•Twenty five require Top-Off in Norfolk (290,000 tons)
•Top Off cost an additional $10/ton
•Fifteen Domestic Barges per year (62,000 tons)
•Total Ammonium Sulfate (940,000 tons)
•Phenol inbound by barge (700,000 tons)
•Other inbound commodities include Oleum & Oil
63. 11Honeywell Confidential and Proprietary
1988 1989 1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002
Tons/Year
To Hopewell
Treatment Plant
To James River
History of Preventing Water Pollution
Reduced NH3-N to James River by >80%
While Increasing Plant Production Rate by 25%
Slide102Slide102
64. 12Honeywell Confidential and Proprietary
Projects To Reduce Nutrients
Capital Investment Reduced Nutrient Pollution
to Hopewell Treatment Plant
by Half & Eliminated Spikes
65. 13Honeywell Confidential and Proprietary
Environmental Pollution Prevention
Gantry -
Equipment to Load Fertilizer Product
Onto Ships & Barges -
Has Oil Hydraulic Drive System
to Move Loading Arm
New Equipment Eliminated Hydraulic Oil System
68. 16Honeywell Confidential and Proprietary
Environmental Summary
• Nutrients to James River >85%
• Air Emissions >40%
• TRI Emissions 70%
• Significant Capital investments for
Environmental Protection
• Emphasis throughout the plant on
Environmental Performance
• Year-To-Year Focus on Continuous
Reductions With New Technology
• New projects planned for continued
improvements
1985
2000
2010
Emissions
Track Record of Decreasing Emissions
70. 18Honeywell Confidential and Proprietary
0
50
100
150
200
250
300 2001Aug
2002Mar
Apr
May
Jun
Jul
Aug
Sept
Oct
Nov
Dec
2003Jan
Feb
Mar
Apr
May
June
July
Aug
Sep
Honeywell International
Demolition Activity ('000 dwt)
10-30,000 dwt
30-55,000 dwt
71. 19Honeywell Confidential and Proprietary
New Building Orders ('000 dwt)
0
100
200
300
400
500
600
700
800
900
2001Aug
2002Mar
Apr
May
Jun
Jul
Aug
Sept
Oct
Nov
Dec
2003Jan
Feb
Mar
Apr
May
June
July
Aug
Sep
Honeywell International
10-30,000 dwt
30-55,000 dwt
72. 20Honeywell Confidential and Proprietary
Honeywell International
11.2948645425183861265330-55,000 dwt (total dwt)
2.71159011555948510-30,000dwt (total dwt)
11.2210956846130-55,000 dwt (#Vessls)
2.7564272510-30,000 dwt (# Vssls)
%Total2006200520042003
% = Percentage of World Fleet
Dry Bulk Carrier Orderbook
73. 21Honeywell Confidential and Proprietary
HandySize Market Dynamics
1840
1860
1880
1900
1920
1940
1960
1980
2000
2020
2040
2060
2001Aug
2002Mar
Apr
May
Jun
Jul
Aug
Sept
Oct
Nov
Dec
2003Jan
Feb
Mar
Apr
May
June
July
Aug
Sept
#ofVessels
10-30,000 dwt (# vssls)
30-55,000 dwt (# vssls)
74. 22Honeywell Confidential and Proprietary
Honeywell Wish List
•Maintain the James River at current conditions
•Deepen and widen river for larger vessels
•Identify an upriver anchorage
75. 23Honeywell Confidential and Proprietary
What Makes A Successful Partnership
• Understanding of what makes each partner successful
• Creating win-win scenarios
• Trust
• Execution on commitments… do what you say you’re going
to do
We Believe in Building Successful Partnerships
76.
77. Figure 1-1 Middle James River
Jordan Pt - Harrison Bar - Windmill Pt
Dancing Pt - Swann Pt Channel
City Pt Channel
Goose Hill Channel
Overboard Placement Area
87. Alternatives for Goose Hill Channel
Goose Hill Channel Physical
Feasibility
Environmental
Impacts
Cost
Comparison
Present Practice Highly Feasible Temporary $4.0 million
Upland Placement Potentially
Feasible
Minimal to aquatic,
significant to uplands
$7.1 million
Alternative
Overboard
Highly Feasible Temporary, but
reduced from Present
Practice
$3.8 million
Wetland Creation Potentially
Feasible
Questionable $4.8 million
Alternatives for Dancing Point - Swann Point Channel
Dancing Point –
Swann Point
Physical
Feasibility
Environmental
Impacts
Cost
Comparison
Present Practice Highly Feasible Temporary $41.1 million
Upland Placement Potentially
Feasible
Minimal to aquatic,
significant to uplands
$69.0 million
Alternative
Overboard
Not Feasible Not Applicable Not Applicable
Wetland Creation Not Feasible Not Applicable Not Applicable
Alternatives for Jordan Point – Harrison Bar – Windmill Point Channel
Jordan Point Physical
Feasibility
Environmental
Impacts
Cost
Comparison
Present Practice Highly Feasible Temporary $10.0 million
Upland Placement Potentially
Feasible
Minimal to aquatic,
significant to uplands
$19.5 million
Alternative
Overboard
Not Applicable Not Applicable Not Applicable
Wetland Creation Potentially
Feasible
Questionable $12.5 million
Alternatives for City Point Channel
City Point Physical
Feasibility
Environmental
Impacts
Cost
Comparison
Present Practice Highly Feasible Temporary $0.7 million
Upland Placement Potentially
Feasible
Minimal to aquatic,
significant to uplands
$2.0 million
Alternative
Overboard
Highly Feasible Temporary, but
reduced from Present
Practice
$0.6 million
Wetland Creation Potentially
Feasible
Questionable $2.2 million
88. Monitoring Migratory Behavior of American Shad
(Alosa sapidissima) in the James River, VA:
Feasibility of Dredging Impact Assessment
John Olney and Brian Watkins, VIMS
Doug Clarke, ERDC & Keith Lockwood, USACE
89. Summary Report for
Anadromous Fish Studies in
Goose Hill Channel and
Turkey Island Cutoff on the
James River
April 17, 2002
95. Study Objectives
• Evaluate effectiveness of catching
and tracking American Shad in the
James River.
• Refine methods for future tracking
of shad when dredge is operating in
the channel.
96. Primary Goal
• Establish if shad are affected by
dredging operations.
–If not, can restrictions be reduced to
allow more time to dredge in the
spring to better manage navigation
requirements?
97.
98. •Ship calls (-51%) and commodity types (-100% change in
forest product traffic which now goes to Hampton Roads)
have changed substantially since 1999
Richmond Deepwater Terminal Turning Basin Expansion
•2001 – Disposal Area Issue Raised, Numerous Sites Evaluated
•2003 – Disposal Area Issue Resolved
99. Dredged Material Testing In The James
River
Contact:
Robert Pruhs
Technical Support Section
Operations Branch
US Army Corps of Engineers
Norfolk District
100. Why Test Dredged Material?
• Section 401 CWA, Water Quality
Certification (WQC)
– WQC required for the discharge of dredged
material into waters of the U.S.
– Discharge must be certified as complying with
applicable State Water Quality Standards
(WQS)
101. Why Test Dredged Material? (Cont’d)
• Currently, Corps is renewing the Upper
James River Virginia Water Protection
Permit (WQC) through DEQ for
maintenance dredging activities (mile
marker 90 to mile marker 70)
– DEQ has raised concerns that dredged material
may contain contaminants
– Specifically TBT, PCB, PAH, and Metals
102. Where Will Dredged Material Testing
Occur?
• Currently, Corps is testing shoals at
Richmond Deepwater Terminal and Turkey
Island Cut-Off
103. Where Will Dredged Material Testing
Occur?
• In the future, DEQ has requested that all
shoals within the James River navigation
channel be tested as dredging becomes
necessary
104. How is Dredged Material Evaluation to
be Performed?
• Goal
– Utilize the tiered approach and perform only
the amount of testing necessary to make factual
determinations
– Implement the “Reason to Believe” principle
for future sampling/testing events to ensure
good stewardship of taxpayers dollars
105. How is Dredged Material Testing to be
Performed?
• Corps has conducted a Tier I evaluation
– Determined that additional information was needed
• Tier II & III: The Corps has developed a Sampling
& Analysis Plan (SAP) utilizing the tiered
approach developed under the framework
established by the EPA & USACE manual
“Evaluation of Dredged Material For Discharge in
Waters of the U.S. – Testing Manual”
106. How is Dredged Material Testing to be
Performed?
• Tier II: Involve determination of sediment
and water chemistry
• Tier III: Effluent elutriate test will predict if
effluent water from the respective upland
placement sites act as a pathway for the
migration of contaminants
107. How is Dredged Material Testing to be
Performed?
• Tier III: Effluent elutriate test mimics the
dredged material placement process in
upland placement sites and predicts the
release of contaminants (if present) as a
result of placement operations
• Effluent elutriate test is a conservative
evaluation of impacts to the water column
108. What are the Benefits of Dredged
Material Testing?
• Tier III evaluation for the current testing event at
Richmond Deepwater Terminal and Turkey Island
Cut-Off can be used to predict performance of
potential contaminants in similar upland
placement sites along the James River
• Conducting dredged material testing in accordance
with the EPA and USACE guidance will validate
dredged material testing protocols
109. What are the Costs of Dredged Material
Testing?
• Cost of dredged material testing at
Richmond Deepwater Terminal and Turkey
Island Cut-Off
– $65,000 for sample collection and analysis
• What are the costs for testing dredged
material at every shoal along the entire
navigable James River?
110. What are the Potential Impacts to
Navigation?
• Withholding of Water Quality Certification
– Result: No dredging, restricted navigation
• Increased testing costs to meet
environmental regulatory requirements
– Result: Limited annual funding for James
River Navigation Project may impact ability to
maintain navigation
111. What are the Potential Impacts to
Navigation?
• Potential permit condition to test dredged
material prior to each dredging event will
add significant costs and delays to
maintaining navigation
114. Presentation Agenda
• Impact of Maritime Transportation Security Act
(MTSA) Regulations
• Virginia Area Maritime Security (AMS) Committee
– Responsibilities
– Members
– Charter
– Efforts
• Current maritime security measures in place
115. MTSA Regulations
• MTSA Regulations Final Rule released on October 22,
2003
• Requirements include:
– Designation of Facility Security Officers and submission of
Facility Security Plans for each applicable facility
– Designation of Vessel Security Officers and submission of
Vessel Security Plans for all applicable vessels
– Formation of AMS Committee for each COTP zone
– Development of AMS Plan for each COTP zone
116. Virginia AMS Committee
Responsibilities
• Provide advice and assistance to the Federal Maritime
Security Coordinator (FMSC) in the development of
the AMS Plan
• Develop and coordinate a comprehensive area strategy
to minimize and/or respond to the threat of a
Transportation Security Incident (TSI)
• Complete an AMS Assessment and update as necessary
117. Virginia AMS Committee
Membership
• Executive Committee responsible for oversight and
management of all AMSC efforts
• Members must have at least 5 years of maritime or port
security operations experience
• Minimum of 7 members
• Subcommittees may be formed to address short-term or
long-term projects
• Subcommittees may include non-AMSC members to
obtain advice/technical expertise as necessary
118. Virginia AMS Committee
Charter
• Virginia AMS Committee Charter signed October 23,
2003
• Formalizes relationship and responsibilities of AMSC
• Executive Committee membership includes:
- USCG COTP (Chair) - Norfolk FBI (Co-Chair)
- USCG Group HR - U.S. Asst. Attorney
- NAVSTA Norfolk - Office of the Governor
- Navy Mid-Atlantic Region - HRMA
- BICE - Virginia Port Authority
- BCBP - Port of Richmond
119. Virginia AMS Committee
Efforts
• Development of Law Enforcement Subcommittee
– Completed numerous training events between USCG,
federal and local law enforcement personnel
• Creation of AMS Assessment Subcommittee
• Making relationships more formal between AMSC and
existing committees/groups in Hampton Roads region
• Completion of AMS Plan in progress
(due to USCG D5 by April 1, 2004)
120. Maritime Security Measures
in Hampton Roads
• Joint Harbor Operations Center (JHOC)
• Regulated Navigation Area (RNA)
• Joint Law Enforcement training
• USN Patrol Craft (PC-170’s)
• Virginia AMSC
• USCG overflights
• Daily, random waterside patrols
• Exercise coordination
121. JHOC Current Camera and Radar Sites
Camera Site (≈2-5NM) Radar Site (12 or 6NM)
122. JHOC Proposed Camera and Radar Sites
Camera Site (≈2-5NM) Radar Site (12 or 6NM)
123. Hampton Roads FMSC
Top Concerns
• Expanding AMS efforts to incorporate all of AOR
• Identifying/Developing communications process to
support MTSA requirements (i.e. facilities, vessels,
LE/response personnel, etc.)
• Continued coordination with the many stakeholders
• Completion of Area Maritime Security Plan
124. Area Maritime Security Plan
Communications
• Identify methods to communicate with Facility
Security Officers, Company Security Officers,
Vessel Security Officers, public safety officers,
emergency response personnel and crisis
management organization representatives within
the port, including 24 hour contact details.
125. Area Maritime Security Plan
Threat Response
• Procedures…for responding to security threats or
breaches of security, including provisions for
maintaining infrastructure and operations in the port;
• Procedures for reporting transportation security
incidents
• Procedures for communicating appropriate security and
threat information to the public
• Procedures for handling reports from public and
maritime industry regarding suspicious activity
126. Area Maritime Security Plan
TSI Response & Recovery
• Details of the security incident command and response
structure;
• Procedures for evacuation within the port in case of
security threats or breaches of security;
• Security resources available for incident response and
their capabilities;
• Procedures for responding to a TSI;
• Procedures to facilitate the recovery of marine
transportation system
127. Unified Command
Federal Maritime Security
Coordinator (i.e. USCG COTP)
Safety Officer
DOJ
DOD
State Governors Office
Liaison Officer
Information Officer
Assistant Safety Officers
Agency Representatives
Joint Information Center
Operations Section
(CGD(O)
Planning Section Finance Section
Staging Area(s) Water
Interdiction Branch Holding Area Branch Vessel Disposition
Branch
Air Operations
Branch
Logistics Section
Division A
Division B
Division C
Security Group
On Water Group
On Shore Group
Medical Group
Transportation
Group
Vessel Evaluation
Group
Vessel Storage
Team
Vessel Disposal/Sales
Group
INS Asylum
Screening Group
Tactical Air Group
Helibase Fixed Wing
Coordinator
Helicopter
Coordinator
Multi Branch Organization
Transportation Security Incident
Staging Area(s) land
Technical
Specialty Unit
Situation Unit
Resources Unit
Documentation Unit