UNITED STATES DEPARTMENT OF COMMERCE FINAL FEI ENVIRONMENTAL IMPACT STATEMENT MARITIME ADMINISTRATION TITLE XI TANK VESSELS ENGAGED IN DOMESTIC TRADE MA-EIS-7302-79016-F ( ) Draft Maritime Administration Title XI Tank Vessels Engaged in Domestic Trade (X) Final Environmental Statement Responsible Office: U.S. Department of Commerce Maritime Administration Washington, D.C. Environmental Impacts : Environmental impact of the program poses some degree of pollution risk to the marine environment and adjacent shoreline. The risk potential is related to adverse effects on the environment and other resource use which may result from cargo spillage of bulk liquids as a result of accidental collision or grounding and the release of contaminated water from operational procedures. 4 . Alternatives Considered : Alternatives to Title XI financing for the construction of tank vessels for the domestic trade have been considered in the statement and include withdrawing government support in providing guaranteed obligations to alternative modes of moving certain bulk liquids, such as by pipeline, railroad, motor carriers or aircraft. 5 . Comments Requested : Environmental Protection Agency Department of State Department of Defense Department of Transportation U.S. Coast Guard Department of Treasury Department of Energy Department of the Interior J Bureau of Sport Fisheries and Wildlife % Bureau of Outdoor Recreation t Bureau of Mines i Geol ogi cal Survey | Office of Oil and Gas State State State State State State State State State State State State State State State State State State State State State State State State State State State State State State State State State State State State State of Alabama of Al aska of Arkansas of California of Connecticut of Delaware of Florida of Georgia of Illinois of Indiana of Iowa of Kansas of Kentucky of Louisiana of Maine of Maryl and of Massachusetts of Michigan of Minnesota of Mississippi of Missouri of North Carolina of Pennsylvania of New Jersey of Nebraska of New York of Ohio of Okl ahoma of Oregon of Rhode Island of South Carolina of Tennessee of Texas of Virginia of Washi ngton of West Virginia of Wisconsin 6. Draft Statement made available to the Environmental Protection Agency and the public 22 July 1978. 7. Final Statement made available to the Environmental Protection Agency and the public U.S. DEPARTMENT OF COMMERCE FINAL ENVIRONMENTAL IMPACT STATEMENT MARITIME ADMINISTRATION TITLE XI TANK VESSELS ENGAGED IN DOMESTIC TRADE TABLE OF CONTENTS SECTION PAGE I. INTRODUCTION 1-1 II. DESCRIPTION OF PROGRAM 2-1 A. The Title XI Program 2-1 B. Domestic Waterborne Shipping 2-6 C. Domestic Tankers and Tank Barges as Part of the 2-35 Title XI Program III. DESCRIPTION OF THE MARINE ENVIRONMENT 3-1 A. Open Ocean 3-1 B. Coastal Ocean 3-2 C. Inland Waterways and Great Lakes (Freshwater) 3-10 D. Great Lakes System 3-12 E. Inland Waterways Environment 3-15 IV. ENVIRONMENTAL IMPACT OF TITLE XI TANK VESSELS ENGAGED 4-1 IN DOMESTIC TRADE A. Overview of Tank Vessel Polluting Incidents 4-1 B. Oil Pollution 4-4 C. Chemical Pollution 4-65 D. Spill Probability and Risk 4-102 E. Potential Economic Impacts 4-116 F. Other Ship-Generated Pollutants 4-119 G. Tank Vessel Construction, Repair and Scrapping 4-134 H. Port, Harbor, & Waterway Development 4-143 V. MITIGATING FACTORS 5-1 A. Vessel Construction and Operating Requirements 5-1 B. Marine Transportation Services 5-27 C. Inspection and Monitoring 5-31' D. Personnel Qualifications Standards and Training 5-33 E. Spill Control and Clean Up 5-3*6 F. Recent and Future Programs 5-51' TABLE OF CONTENTS (Cont.) ALTERNATIVES TO THE DOMESTIC TANK VESSEL TITLE XI 6-1 PROGRAM A. Discontinue the Program 6-3 B. Suspend the Program 6-4 C. Alternative Modes of Transportation 6-5 D. New Standards 6-13 ADVERSE ENVIRONMENTAL IMPACTS WHICH CANNOT BE AVOIDED 7-1 UNDER THE PROGRAM A. Use of Materials and Energy Resources 7-1 B. Energy Utilization 7-1 C. Polluting Spills 7-2 D. Other Adverse Impacts 7-5 RELATIONSHIP BETWEEN LOCAL SHORT TERM USE OF THE 8-1 ENVIRONMENT AND THE MAINTENANCE AND ENHANCEMENT OF LONG TERM PRODUCTIVITY A. Effect of Oil and Chemical Spills 8-1 B. Natural Resources Utilized for Vessel Construction 8-2 and Operation C. Land Use for Shipyards, Ports and Waterways 8-2 Facilities IRREVERSIBLE AND IRRETRIEVABLE COMMITMENT OF 9-1 RESOURCES A. Effects of Oil and Chemical Spills 9-1 B. Use of Minerals in Vessel Construction and 9-1 Operation C. Resource Dedication for Shipyards, Ports and 9-2 Waterways CONSULTATION AND COORDINATION WITH OTHERS A. Disposition of EPA's General Comments 10-8 B. Disposition of DOI's Comments 10-15 C. Disposition of the Comments of the State of Alaska 10-18 D. Disposition of the Comments of the State of Georgia 10-20 E. Disposition of the Comments of the State of Illinois 10-22 F. Responses from the States of Iowa, Maryland, New Jersey and New York 10-23 G. Disposition of the Comments of the State of Oregon 10-31 LIST OF TABLES TABLE NO. TITLE PAGE II-l Post War Shipbuilding Demand 2-9 II-2 Net Total Waterborne Commerce of the United States, Calendar Years 1947-1976 2-11 I I -3 Summary of Area of Employment in Domestic Ocean Trade 2-15 II-4 Controlling Depth and Maximum Permissible Size Vessels for Some Contiguous Ports 2-17 II-5 Tanker Demand for Alaskan Oil Trade 120,000 DWT Ships Only 2-20 I 1-6 Forecast of Total Number of Ships by Size in Valdez- West Coast Service 2-20 I 1-7 Safety and Environmental Protection Features on Title XI Tankers Constructed since 1971 2-22 II-8 Commercially Navigable Waterways of the United States by Lengths and Depths 2-29 I I -9 U.S. Great Lakes Domestic Waterborne Commerce by Vessel Type 2-36 11-10 Summary of Tank Vessels Eligible for Domestic Trade that Receive Title XI - Government Aid 2-38 Title XI Tankships Eligible for Domestic Trade 2-39 Title XI Tank Barges Eligible for Domestic Trade 2-40 Environmental Parameters of the Estuarine Zones of the United States 3-4 Great Lakes Environs 3-13 Type of Location of Pollution (Oil and Other Substances) 4-5 Sources of Pollution (Oil and Other Substances) 4-6 Causes of Pollution (Oil and Hazardous Substances) 4-7 Budget of Worldwide Petroleum Hydrocarbons Introduced into the Oceans 4-8 IV-5 Reported Vessel Spillages of Sizes Greater than 50,000 Gallons, April 1973 through March 1977 4-9 IV-6 Sources of Oil Pollution in U.S. Waters 4-11 IV-7 Oil Pollution Incidents of Tank Ships and Tank Barges In and Around U.S. Waters 4-12 11-11 11-12 III-l III-2 IV-1 IV-2 IV-3 IV-4 LIST OF TABLES (Cont.) TABLE NO. TITLE PAGE IV-8 Worldwide Tanker Accidents and Oil Pollution Outflow 4-16 IV-9 Distribution of Tanker Accidents, PCI's, and Outflow Among Three Coasts of North America During 1969 to 1974 Period as a Whole and Only Those Within Coastal Zones 4-17 IV-10. Analysis of 20 Tank Barge Casualties 4-20 IV-11 Cause Factors of 20 Tank Barge Casualties 4-20 IV-12 Effects of Oil on Selected Species 4-34 IV-13 Estimated Toxicity Sensitivity (parts per million) 4-36 IV-14 Salt Marsh Plants Susceptibility to 011 Spillage 4-46 IV-15 Type of Pollution (Oil and Other Substances) 4-66 IV-16 Chemical Tank Barge Accidents Involving Pollution July 1968 - June 1973 4-73 IV-17 Toxic Discharge Levels Which Would Be Expected to Kill Most Aquatic Life in Specified Systems 4-83 IV-18 A Sample of Noxious Liquid Substances Carried in Bulk 4-85 IV-19 Outline of NAS Rating System 4-87 IV-20 Hazard Ratings of Chemicals of Various Transport Conditions 4-88 IV-21 Chemical Properties and Shipping Hazards 4-98 IV-22 Number and Type of Worldwide Tanker Accidents and Pollution Causing Incidents (PCI's) 4-110 IV-23 Number and Magnitude of Worldwide Pollution Causing Incidents (PCI's) by Type of Tanker Accident 4-111 IV-24 Frequency Distribution of Dollar Value of Lost Cargo for Barges in Accidents July 1968 - June 1973 4-114 IV-25 Calculation of Barge Exposure Mileage and Per Mile Accident Rates (1971) 4-115 IV-26 Expected Annual Spill Rates for Ten Case Studies for Barge Transportation 4-117 IV-27 Principal, Actual, and Potential Economic Loss Resulting from Waterborne Spills 4-118 IV-28 Ambient A1r Quality Standards 4-123 IV-29 A1r Quality Attainment Status Designations of Some Major Port Areas 4-124 IV-30 Vessel A1r Pollutants Sources 4-126 IV-31 Hydrocarbon (HC) Hourly Emission (Lbs/Hr) 4-128 IV-32 Examples of Municipal, County, and State Air Pollution Control Regulations 4-131 TABLE NO. IV-33 IV-34 V-l V-2 V-3 V-4 V-5 VI-1 VI-2 LIST OF TABLES (Cont.) TITLE PAGE Maximum Permissible Airborne Noise Levels Aboard Ship (decibel levels) 4-135 Materials Used in Ship and Barge Construction 4-141 Federal Regulations on Tanker Pollution Control 5-2 MarAd Pollution Abatement Specification 5-8 Pollution Mitigation Factors on Vessel Design 5-17 VTS Reductions for 22 U.S. Ports or Waterways 5-29 Pollution Abatement Alternatives 5-55 Comparison of Alternative Modes of Transportation 6-7 Economic and Safety Comparison of Transporting Selected Bulk Chemicals 6-10 Relative Energy Efficiencies of Various Modes of Transporting Crude Oil 7-3 LIST OF ILLUSTRATIONS FIGURE TITLE PAGE II-l Domestic Waterborne Commerce (1976) 2-12 I 1-2 Domestic Waterborne Trade Lanes 2-14 II-3 The Arco Prudhoe Bay - Large New American Merchant Marine Tanker of 70,000 DWT Capacity 2-23 I 1-4 Typical Cryogenic Tanker 2-25 II-5 Integrated Tug-Barge System 2-26 II-6 Commercially Navigable Waterways of the United States 2-28 II-7 Inland Waterways Towboat and Barges 2-31 II-8 Special River Barges for Transport of Liquid Chemicals 2-32 II-9 Great Lakes Navigation System Domestic Freight Transport 2-34 III-l North American Oceanic Water Masses 3-3 III-2 Bathymetric Physiographic Provinces 3-6 III-3 Annual Net Oceanic Currents 3-8 II 1-4 General Coastal Ecological Systems 3-9 III-5 Seasonally Shifting Stocks of the North American Coastal Zones 3-11 IV-1 Location of Refineries and Tanker Terminals Accessible from the Coast 4-2 IV-2 General Areas of Pollution 4-3 IV-3 The Tanker Pollution Problem 4-13 IV-4 Processes Affecting Oil Spilled at Sea 4-22 IV-5 A Series of Diagrams Showing the Outline Development and Subsequent Break-Up of the 011 SUck 4-27 IV-6 Summary of Self-Cleaning and Biological Recovery Processes for Chedabucto Bay Shore Zone, 1970-1976 4-43 IV-7 Generalized Flow Diagram of the Vulnerability Model 4-75 IV-8 Processes Which Influence the Distribution and Fate of Pollutants Entering the Aquatic Environment 4-76 IV-9 The Effects of Spill Rate and Wind Velocity on the Downwind Dispersion of Flammable LNG Vapors 4-101 IV-10 The Effect of Spill Rate on the Downwind Dispersion of Chlorine Vapor 4-103 IV-11 The Effect of Spill Rate and Wind Velocity on the Downwind Dispersion of Ammonia 4-104 IV-12 Tanker Casualties Versus Tanker Trips (1969-1972) 4-106 IV-13 Tanker Casualties Versus Volume Throughput (1969-1972) 4-107 vii LIST OF ILLUSTRATIONS (Cont. FIGURE TITLE PAGE IV-14 Comparison of U.S. and Foreign Flag Tanker Spill Incident Rates in U.S. Waters from 1973 to 1975 4-113 IV-15 Summary Matrix of Tank Vessel Type Versus Pollutants 4-120 V-l Simplified Illustration of LOT Procedure 5-13 VI-1 MarAd Financial Assistance Programs for U.S. Maritime Industry 6-2 CHAPTER I INTRODUCTION Title XI Program Implementation of the Merchant Marine Act of 1970 for Tank Vessels Involved in Domestic Trade This document is a programmatic Final Environmental Impact Statement for the continued and future financing of tank vessels used solely in do- mestic trade under Title XI of the Merchant Marine Act of 1936 as amended in 1970. Other components of this Act which discuss Title XI funding for different vessel types, trade routes, and offshore drilling facilities are not covered in this report. The Merchant Marine Act of 1970, which amended the 1936 Merchant Marine Act, made a number of changes designed to make the Maritime Admin- istration Merchant Marine Program more attractive to private operators. For the first time under the 1970 Act the Title XI financing and loan guarantee program was extended to tank vessels. DESCRIPTION OF PROGRAM A. THE TITLE XI PROGRAM 1 . INTRODUCTION AND PURPOSE The primary purpose of the Title XI Program is to promote the growth and modernization of the United States Merchant Marine by issuing guaran- tees of obligations to enable the financing and refinancing of vessels constructed in the United States and owned and operated by citizens of the United States. The Program enables owners of eligible vessels to obtain long-term financing in the private capital market at favorable terms, conditions, and interest rates as available to the larger finan- cially stronger corporations. Such favorable financing terms are usually not available to the average shipowner. The Maritime Administration's financing has allowed several smaller U.S. companies to participate in the current expansion of tank vessel commerce in domestic waterways. This should provide healthier competi- tion and reduce the transportation costs to the general public. The Federal Ship Financing Program (hereinafter called the "Program") was established pursuant to Title XI of the Merchant Marine Act, 1936. This Act, as amended, provides for a full faith and credit guarantee by the United States Government for the purpose of financing or refinancing United States flag vessels constructed or reconstructed in U.S. shipyards. The Program is administered by the Assistant Secretary for Maritime Affairs on behalf of the Secretary of Commerce. The guarantee of the United States Government under this Program provides for the prompt payment in full of the interest on and the unpaid principal of any guaranteed obligation in the event of default by the shipowner in the payment of any principal and interest on the obligations when due or for other specified defaults. 2-1 The Program is used by the Secretary as a revolving fund for the pur- pose of underwriting the Government's guarantee and to pay the expenses of the Program. In addition, the Secretary is authorized to borrow from the United States Treasury in the event the Fund is insufficient for the pur- pose of making prompt payments under its guarantee. In November 1975 the President signed into law a bill providing for an increase in the statu- tory ceiling for Title XI to $7 billion. 2. ELIGIBILITY REQUIREMENTS Vessels eligible for Title XI assistance under this phase of the Pro- gram include vessels designed principally for the shipment of bulk liquids and liquefied gases. However, any towboat, bulk liquid gas barge, canal boat, or tank vessel, to be eligible, must be more than 25 gross tons. The design of the vessel must be adequate from an engineering view- point for its intended use, and the delivered vessel must be classed by the American Bureau of Shipping as Class A-l, or meet other standards ac- ceptable to the Secretary. The shipowner must be a United States citizen and have sufficient operating experience and the ability to operate the vessel on an economically sound basis. The shipowner must meet certain financial requirements with respect to working capital and net worth, both of which are based on such factors as the amount of the guaranteed obliga- tions, the shipowner's financial strength, intended employment of the ves- sel, etc. These factors also affect the terms of the guarantee with re- spect to continuing Title XI financial covenants, guarantee fees, reserve fund, etc. No guarantee under this program can be legally entered into unless the project is determined by the Secretary to be economically sound. 3. FUNDING PROCEDURES Application forms for Title XI are obtained from the Maritime Admini- stration. Approval of the application is contingent upon the determina- tion of the Secretary as to whether the vessel (s) and the project meet all the applicable requirements of the existing statutes and regulations. If the application is approved, a conditional letter of commitment to guar- antee the obligation is issued, stating the requirements necessary for 2-2 final approval. The applicant is notified in writing when the applica- tion is not approved. Final approval of the application is accomplished after the formal documentation of the transaction and all the conditions in the letter commitment are satisfied; at such time the Secretary enters into a formal Commitment to Guarantee, and guaranteed obligations (notes or bonds) are issued and sold and a secured interest or a mortgage on the vessel (s) recorded. 4. AMOUNT GUARANTEED The amount of the obligation guaranteed by the government is based on the "actual cost" of the vessel as determined by the Secretary. The actual cost of a vessel includes those items which would normally be capi- talized as vessel costs under usual accounting practices, such as the cost of construction, reconstruction, or reconditioning (including designing, inspecting, outfitting, and equipping) of the vessel, together with commit- ment fees and interest on the related loan during the period of construc- tion. All items of actual cost must be determined to be fair and reason- able by the Secretary. Some costs are excluded from actual cost (and are sometimes considered capitalizable costs) such as legal and accounting fees, printing costs, guarantee fees, vessel insurance and underwriting fees, and any interest or borrowings for the shipowner's equity in the ves- sel (s). In addition, costs of foreign components are excluded from the actual cost (See Section A. 8 for further detail). The Secretary is authorized to guarantee an obligation which does not exceed 75 percent of the actual cost of most eligible vessels. However, obligations may be guaranteed in an amount not exceeding 87-1/2 percent of the actual cost of (1) passenger vessels, designed to be of not less than 1,000 gross tons and capable of a sustained speed of not less than 8 knots, to be used solely on inland rivers and waterways; (2) oceangoing tugs of more than 2,500 horsepower; (3) barges; (4) vessels of more than 2,500 horsepower designed to be capable of a sustained speed of not less than 40 knots (including hydrofoils); and (5) other vessels of not less than 3,500 gross tons and capable of a sustained speed of 14 knots. Vessels built with construction-differential subsidy or vessels other than barges and passenger vessels in (1) above engaged solely in the 2-3 transportation of property on inland rivers and canals exclusively are eligible only for a guarantee not exceeding 75 percent of their actual cost. If a Title XI guarantee of an obligation for a vessel is documented after delivery or for refinancing, the actual cost must be depreciated from the date of delivery to the documentation date of guarantee. 5. SOURCE OF FUNDS Since the Program is a guarantee program and not a direct loan program, funds secured by the guaranteed debt obligations and used for the financing of the vessel (s) are obtained in the private sector. The main sources for such funds include banks, pension trusts, life insur- ance companies and bonds sold to the general public. 6. AMORTIZATION AND INTEREST RATE The maximum guarantee period is 25 years from the date of delivery; however, if the vessel has been reconstructed or reconditioned, the life may be extended by the Secretary to include the remaining useful years of the vessel as determined by the Secretary. Amortization in equal payments of principal is usually required; however, other amortization methods such as level debt (equal payments of principal and interest) may also be ap- proved if sufficient security is offered such as long term charters, re- duction of the amount of guarantee and/or length of guarantee period. The interest rate of the obligation guaranteed, for both new and re- financed vessels, must be within the range of interest rates prevailing in the private market for similar loans and risks and must be determined to be fair and reasonable by the Secretary. 7. INVESTIGATION FEE An investigation fee, not exceeding one-half of 1 percent of the original principal amount of the obligation to be guaranteed, is charged for the investigation of applications, including related appraisals and 2-4 inspections. Generally, a fee of only slightly in excess of one-eighth of the 1 percent is charged. If the application is not approved, one-half of the fee is refundable. 8. ANNUAL GUARANTEE FEES The fee for the guarantee of an obligation for a delivered vessel will be not less than one-half of 1 percent or more than 1 percent per annum, of the average principal amount of the outstanding obligation, or not less than one-quarter of 1 percent or more than one-half of 1 percent per annum, of the principal amount of an obligation relating to a vessel under construction, reconstruction or reconditioning. Amounts of deposit for the vessel in an escrow fund held by the U.S. Treasury pursuant to Title XI are excluded in the computation of this charge. The fee is re- quired by law to be paid annually in advance. Unless otherwise determined by the Secretary, the annual premium rates are based on a ratio of net worth to long-term debt of the ship- owner, and are subject to annual adjustment except during the construc- tion period. 9. "BUY AMERICAN" POLICY The Maritime Administration's long-standing policy has been that vessels built with the aid of Title XI are subject to the "Buy American" provision of Section 505 of the Merchant Marine Act which states in part: (1,2) "In all such construction the shipbuilder, subcontractors, materialmen or suppliers shall use, so far as practicable, only articles, materials, and supplies of the growth, produc- tion, or manufacture of the United States as defined in para- graph K of Section 401 of the Tariff Act of 1930." Pursuant to Title XI the shipowner may be permitted to use compon- ents of foreign manufacture providing: (1) the performance of the vessel will not be adversely affected and (2) the incorporation of such foreign 2-5 components into the vessel will not impair its entitlement to operate in the coastwise trade of the United States or to carry preference cargoes. However, if foreign components are used, the cost thereof will be ex- cluded from actual cost if the Secretary determines that suitable American domestically produced components are available. This reduction in the actual cost will increase the owner's share of the total cost of the vessel and reduce the amount of the guaranteed obligation. 10. REFINANCING Amounts outstanding on existing Title XI obligations, or amounts out- standing on obligations not previously insured or guaranteed (provided they had been issued for the purposes contained in Title XI) may be refin- anced under the Title XI program up to the amount of the existing obliga- tions being refinanced. Such financing under Title XI must meet all the applicable requirements of the existing statutes and regulations, and the original obligation must have been issued within one year after vessel delivery. Vessels purchased as "used" vessels are not eligible under this provision. However, under certain conditions the proceeds of guaranteed obligations issued with respect to any eligible vessel may be used for the purchase of certain marine equipment. B. DOMESTIC WATERBORNE SHIPPING (3,4,5) 1. INTRODUCTION In the Merchant Marine Act of 1970, Congress re-emphasized the man- date of the Maritime Administration to promote a merchant marine suffi- cient to carry the nation's domestic waterborne commerce on all routes essential to maintaining the flow of such commerce at all times. The following discussion provides an overview of the major components of this domestic trade as they relate to the movement of bulk liquid commodities. It must be pointed out at this point, however, that while the following discussion deals with the entire domestic trade, only a very small portion of this trade has historically received Title XI Ship Financing Guarantees. 2-6 2. HISTORICAL PERSPECTIVE The modern domestic waterborne trade was principally developed as a response to a national transportation policy to actively expand and pro- mote domestic waterborne commerce. To foster this policy specific pieces of national legislation were enacted. Among the more significant of these acts are the Merchant Marine Act of 1920 (popularly known as the Jones Act) and the Merchant Marine Act of 1936. The 1920 Act stated in its preamble that "It is necessary for the national defense and for the proper growth of its foreign and domestic commerce that the United States shall have a merchant marine of the best equipped and most suitable types of vessels sufficient to carry the greater portion of its commerce and serve as a naval or military auxiliary in time of war or national emergency, ultimately to be owned and operated privately by citizens of the United States; and it is hereby declared to be the pol- icy of the United States to do whatever may be necessary to develop and encourage the maintenance of such a merchant marine." The Merchant Marine Act of 1920 provides for the protection of the U.S. merchant fleet by excluding foreign-built, owned or operated ships from the U.S. domestic trades. The Jones Act covers all waterborne trans- port between U.S. ports, including inland waterways, Great Lakes and the oceanborne trade between the United States mainland and the so-called non-contiguous area of Alaska, Hawaii and Puerto Rico. Almost every maritime nation has similar legislation, even such highly competitive ones as Norway, Greece, Sweden and Japan. The principal pur- poses of such cabotage laws are to assure reliable service and to provide domestic maritime business. At least a minimum sized national fleet is maintained, a minimum market is preserved for the country's shipyards and various national and economic objectives are served. The shipyards are able to obtain some economies of scale and to maintain some merchant ship- building capability in times of crisis. The Secretary of the Treasury has the authority to issue waivers to the Jones Act in the interest of national defense. 2-7 3. CONTRIBUTION OF SHIPPING STATUTES Besides its success in encouraging the development of a U.S. domestic fleet that can make major contributions to the nation's security, the Jones Act and Title XI of the Merchant Marine Act of 1936 (as amended) have also been instrumental in stimulating U.S. ship construction, employ- ment and tax revenue. The domestic fleet has been a steady and prolific generator of new ship construction. From the wery beginning, the domestic fleet was a prime market for U.S. shipbuilders who faced a decline in business with the end of WWI. Although the Merchant Marine Act of 1936 had authorized the subsidization of the foreign trade segment of the U.S. merchant fleet, it was after WWII, with its surplus of war-built vessels, that the demand for domestic vessels had its greatest impact on shipbuilding. The domestic shipping industry was the prime shipbuilding customer until 1960 (see Table II— 1 } - Taken together, the national policies implemented by the Jones Act and the Merchant Marine Act of 1936 (as amended) have maintained adequate U.S. shipbuilding capacity. These policies have generated considerable employment in the follow- ing professions: 12,000 shipyard workers engaged in building oceangoing vessels for the domestic trades. 24,000 employees in allied industries which support domestic ocean shipbuilding efforts. 20,000 employees of inland shipyards involved in building tow- boats and barges. 12,000 seamen aboard oceangoing vessels in the U.S. domestic ocean fleet. 93,000 workers on the nation's inland waters and lakes and nearby offshore vessels. 2-8 Table 11-1 POST WAR SHIPBUILDING DEMAND YEAR NUMBER DOMESTIC SHIPBUILDING AS PERCENT OF TOTAL DWT TONNAGE <000's) DOMESTIC SHIPBUILDING AS PERCENT OF TOTAL DOMESTIC FLEET FOREIGN FLEET DOMESTIC FLEET FOREIGN FLEET 1950 4 100% 110 __ 100% 1951 4 3 57% 85 34.5 71% 1952 4 7 36% 88 93 49% 1953 15 15 50% 355.7 202 64% 1954 15 10 60% 356 134.7 73% 1955 3 3 50% 57.6 42.9 57% 1956 5 100% 144 — 100% 1957 8 100% 269.5 — 100% 1958 15 4 79% 448 33 93% 1959 15 100% 512 — 100% 1960 9 9 50% 347 79 81% 1961 7 17 29% 300 203.7 60% 1962 3 25 11% 184.8 290 39% 1963 5 26 16% 195 318 38% 1964 4 11 27% 166 130.5 56% 1965 2 11 15% 92 144 39% 1966 1 12 8% 36 160.5 18% 1967 2 10 17% 18 131 12% 1968 4 17 19% 136 277 33% 1969 8 14 36% 230 104 69% 1970 7 3 70% 427 66 87% 1971 8 6 57% 471.5 169 74% 1972 6 7 46% 416 187.6 69% 1973 7 17 29% 400 437 48% 1974 5 11 31% 304 473 39% 1975 10 6 63% 340.8 486 41% 1976 8 13 38% 275 125.8 69% 1977 12 9 57% 950 854 53% TOTAL 196 266 42% (Avg.) 7714.9 5176.2 60% (Avg.) TOTAL CONST. 462 VES SELS 12.891.1 (C 00's) DWT SOURCE: Maritime Administration, 1978 2-9 The Maritime Administration offers no direct subsidy (Title V - Construction Differential Subsidy or Title VI - Operating Differential Subsidy) to operators in the domestic trades. 4. DOMESTIC WATERBORNE COMMERCE - GENERAL Domestic waterborne commerce represents one of the major transporta- tion modes for the movement of goods between cities within the continental U.S. and the principal means of conveying goods to Hawaii, Alaska, Puerto Rico and the Virgin Islands. Of the five principal transportation modes-- highway motor freight, railroads, airways, pipelines and water— waterborne accounts for approximately 24 percent of the total ton-mile volume of the domestic transport trade. Continuing developments in vessel design, vessel routings, and dockside industry indicate that waterborne commerce may command a slightly larger percentage of the transport volume in the future. The recent tonnage values of waterborne commerce illustrated in Table I 1-2 indicate that over 978 million tons of domestic trade was generated in 1976 (4). As illustrated in Figure II-l, approximately 49 percent of the domestic trade was bulk liquid cargo as is being con- sidered under this portion of the Title XI program. The volumes and statistics of the domestic waterborne trade are collected and compiled annually by the Department of Army, Corps of Engineers. The product classifications or groups considered under this action are the transport of crude petroleum, chemicals and allied products. The amount of Title XI financing contributed for bulk liquid carriers and their principal routes is indicated in Section C. Domestic trade routes can be conveniently divided into: (1) the domestic ocean trade routes; (2) domestic inland waterways; and (3) the Great Lakes System. The amount of domestic trade in 1976 was approxi- mately 233 million tons (24%) on the domestic oceans, 605 million tons (62%) on the inland waterways and 140 million tons (14%) on the Great Lakes (5). 2-10 Table 11-2 NET TOTAL WATERBORNE COMMERCE OF THE UNITED STATES, CALENDAR YEARS 1947- (in tons of 2,000 pounds) YEAR FOREIGN AND DOMESTIC TOTAL FOREIGN TOTAL DOMESTIC TOTAL 1947 766,816,730 188,256,115 578,560.615 1948 793,200,465 162,971,591 630,228,874 1949 740,720,971 165,358,281 575,362,690 1950 820.583,571 169,224,695 651,358,876 1951 924,128,411 232,055,832 692,072,579 1952 887.721,984 227,326,277 660,395,707 1953 923,547,693 217,396,489 706.151,204 1954 867,640,207 213,844,290 653,795,917 1955 1,016,135,785 271,102.932 745.032.853 1956 1,092,912,924 326.689.789 766,223,135 1957 1,131,401,434 358,539,550 772.861,884 1958 1,004,515,776 308,850.798 695,664,978 1959 1,052,402,102 325,669,939 726,732,163 1960 1,099,850/431 339,277,275 760,573,156 1961 1,062,155,182 329.329,818 732.825,364 1962 1,129,404,375 358.599,030 770,805,345 1963 1,173,766,964 385,658,999 788,107,965 1964 1,238,093,573 421,925,133 816.168,440 1965 1,272,896,243 443,726.809 829,169,434 1966 1,334,116,078 471,391,083 862,724,995 1967 1,336,606,078 465,972,238 870,633,840 1968 1,395,839,450 507,950.002 887.889,448 1969 1,448,711,541 521,312,362 927,399,179 1970 1,531,696,507 580,969,133 950,727,374 1971 1,512,583,690 565.985,584 946,593,106 1972 1.616,792,605 629.980.844 986.81 1,761 1973 1,761,552,010 767,393.903 994.158,107 1974 1,746,788,544 764.088,905 982,699,639 1975 1,695,034,368 748,707,407 946,326,959 1976 1.835.006,819 855,963,909 979.042,910 2-11 IRON ORE AND IRON AND STEEL 8.4% Figure 11-1 DOMESTIC WATERBORNE COMMERCE (1976) SOURCE: Waterborne Commerce of the United States, 1976 2-12 5. DOMESTIC OCEAN TRADE The domestic ocean trade may, for convenience of analysis, be divided into four segments— contiguous trade (coastwise and intercoastal ), Puerto Rican trade, Hawaiian trade, and Alaskan trade — comprising some 16 trade lanes. These lanes are illustrated in Figure II-2. Table 1 1-3 shows the number and area of employment of self-propelled tank vessels engaged in domestic ocean trade at one instant; allocations change frequently. In addition, there are nearly 600 tank barges engaged in that trade. In 1976, approximately 76 percent of the domestic ocean trade was in the contiguous routes with the non-contiguous trade between the United States mainland and Puerto Rico, Alaska and Hawaii accounting for the re- maining 24 percent. Of the 233 million tons of domestic ocean trade dur- ing 1976, gasoline, crude petroleum, distillate fuel, residual fuel and jet fuel accounted for 77 percent of the principal commodities carried. The remaining 23 percent is distributed among basic chemicals and other commodities. Of the 207 million short tons of bulk liquid cargo transported by tanker and tank barge in domestic ocean trade, approximately 77 percent were transported by tanker and 23 percent by tank barge. These values have changed since 1976 with the advent of the crude oil transport from Valdez, Alaska to the Lower 48 States along Routes 1 and 10 illustrated in Figure 1 1 -2. Preliminary data for the period August 1977 through July 1978 indicates an average daily movement from Valdez of about 130,000 short tons, about one-third of which moved through the Panama Canal. 2-13 St" SIS lllt=!K u. It K < ; o> w o< z ecu X X X X X 1 1 X 1 X X x X i 1 x x x o - J S3 , X X X X 1 , X , x x x x , , x x x Zl! S s s s o o o o H \- 1- H _|S H H §i 3 I s o CO o CO o CO 3 I 3 I m*- jO mm CO CO m m CO CO 3 3 3 3 3 3 3 i § O Q O Q O Q O Q § o Q 2 w > w II 1 X x 1 X 1 1 1 1 1 1 1 1 i 1 1 X i o Q K 1- , x X X X , 1 X , x x X x i , , X x §uj -cc< OS cc»- R . o en a> 2 en en en en en en O) 0) S) en en en en en S; 11 CO o 3 I 10 (0 O) en Q2 z < < (9 z < EC z o z < < < < o < O (9 < I o 3 Z 3 cc o > s z O I O O H O z I < 3 Z 3 S < O cc z 3 i z < z z < | z o 2 < < < < < < I cc S3 § < 1 =! 13 a o 3 ifl cc cc cc cc cc cc cc o o > 3 i i 3 o z o z a cc > > > > > > > i o > < < DO * X o o o o o o o a 3 c/> H h H ~ oi W * in 10 * CO oS ° £ Si 5 s £ s E S I I 2-22 2-23 shipping routes of LN6 from Alaska. It would be expected that the current LNG and LPG vessels which are engaged in foreign trade, or a similar vessel design, would be developed for this trade. Figure 1 1 -4 illustrates a cryogenic tanker designed to transport liquefied natural gas at a temper- ature of minus 260°F. The integrated tug-barge system is employed quite frequently in the domestic ocean trade. The operation of an integrated tug-barge differs from that of a conventional tug-barge system. The conventional barge is towed behind a tugboat with a hawser and the integrated system requires the tug and barge to be mechanically connected. The integrated system as illustrated in Figure I 1-5 permits a number of barges of differing sizes and geometries to be built, the only requirement being the tug and barge have a compatible hull design. With this design the integrated tug-barge acts as a ship and is able to safely handle heavy seas. The conventional barge system must be towed by hawser in heavy seas, a less efficient and sometimes dangerous operation. While integrated barges and tugs are not intended to be separated at sea, except in an emergency, each is seaworthy and certified for un- restricted ocean service. With this design, if the barge were to be threatened by sinking or fire, the tug could be saved by remote control uncoupling. Although an integrated tug-barge could be used for any service, its principal application has been for coastwise petroleum trade. The typical barge hull has a ship type bow, a sloping stern, and is sub- divided into four separate cargo parcels containing three tanks each. Maneuvering is aided by a transverse lateral bow thruster. The barge is constructed for unrestricted ocean and coastwise service and is designed to compete with small tankers, both being in the 35,000 to 42,000 dead- weight range. It is generally a single skinned conventionally designed hull without segregated ballast capacity except the peak tanks. Technically, vessel maneuverability is the only distinguishable difference between the tanker and integrated tug- barge with regard to potential environmental effects. All of the integrated tug-barge units 2-24 2-25 B Ml H^HEEEHl id — ii I PRINCIPAL CHARACTERISTICS LENCTH OVERALL 5: BEAM, MOLOED DEPTH. MOLDED TO UPPER U DEPTH. MOLOED TO MAIN OK DRAFT. MAX.. AT ASSIGNED FREEDROARD. . . DISPLACEMENT AT MAX.ORAFT (MOLDED)... TYPICAL INTEGRATED TUG-BARGE CHARACTERISTICS ARE AS FOLLOWS: TUG BARGE COMBINATION LOA 156' -6" 532' - 0" 620' - 6" BEAM 46' - 0" 87' - 0" DEPTH 33' - 4" 46' - 4" DRAFT 29' - 3" 37' - 5" LIGHTSHIP 1,250 1. 1. 5,800 l.t. 7,050 l.t. DEADWEIGHT 36,500 l.t. 36,530 l.t. FULL LOAD DISPLACEMENT TYPE OF PROPULSION TWIN SCREW DIESEL SHP 11,000 SPEED 14 KNOTS Figure 1 1-5 INTEGRATED TUG-BARGE SYSTEM SOURCE: Mariti 2-26 in service or under construction are of twin-screw design, which offers better maneuverability per unit of horsepower than the single-screw design typical of tankers. Given similar features such as power, number of screws and thrusters, the maneuverability, stopping distance, controllability and other parameters are virtually unchanged from conventional ships of similar size. In such a case, there would be no significant environmental differ- ences between these competitive systems. 5. INLAND WATERWAYS TRADE (3,4,5) a. THE SYSTEM The inland waterways system, the major artery of which is the Mississippi River and its tributaries, is a network of over 25,000 miles of navigable waters, as illustrated in Figure 1 1-6. Part of this overall system is the Gulf Intracoastal Waterway which is linked directly to the Mississippi River and extends eastward 1,800 miles from Brownsville, Texas to St. Marks, Florida. Other navigable inland waterways include the Atlantic Intracoastal Waterway, the Hudson River/New York State Barge Canal and the Columbia/ Snake/Sacramento Rivers. Table I 1-8 summarizes the navigable lengths and depths of the inland waterway network. Many of the waterways were made navigable by the construction of a system of locks and dams, of which there are approximately 150. Over 60 percent of the channels are maintained at a 9- foot level although waterways with less than a 9-foot channel are navigable. The inland waterway towing industry is made up of over 1 ,80*> companies who operate 4,000 towboats and tugboats, more than 23,000 dry cargo barges and 3,600 tank barges. Total tank barge capacity exceeds 8.5 million net tons. 1 * s < 81 2-28 la. I-uj u.Q OQ COZ u CH- iu (j HZ < HI J._i m *<% -S C5 I— < CO 5* LU £ I< SO 5 o 8 CO «- g 2? O) £ £ ^ q I z i H o °t s s 8 i K M 1 1 » z en 3 *~ * ID OH HU- 5 s s i en | 3 - (0 K °t (O 1 in i in tp CM ll 3 q o R *■ 5 z < o !i < > 1 i I c 2 o I "5 -.£ oc o I H 5 OO HOC § ■§ z 2 JS <~ 2 o oc £ *! is > < o o oc< 2s cc O O oc o g2 E H 1 I if M s < s oc 1 H < O o ">& fc is < z a 8 |s ill < to < o 2j OC U. > < S oc s < o o if H » II o^ I oc > E 1 (0 < > < S oc < 3 oc X H < o o < c" < ^ u.O < o z _i »■* -ICC < h| o HO 3 OO < oc oc CC g H St 5 o P£ w o Hi u> S? §| £2 1 S 5? S? S? S? s — — — 1 129,227 4,147 3,937 3,002 § 1 (93% (3% (2% (2% ss 127,420 4,400 2,742 2,526 o S; (94% (3% (1% (1% | 145,983 5,139 2.021 2,141 a 1 (95% (3% ( — (2% o 156,777 5,627 347 2,392 i 1 (92% (4% (2% (2% 1 142,041 6,769 2,441 2,591 s DRY CARGO VESSEL TANKER VESSEL DRY CARGO BARGE TANK BARGE < o t- 2-36 However, of the domestic tankers currently engaged in domestic trade, only a small percentage receive government aid. As of the end of February 1978, there were 178 tankers engaged in domestic ocean trade. Only 10 of these (excluding the tankers chartered to the Military Seal if t Command) were receiving Title XI financial aid. A breakdown of the area of employ- ment of tankers receiving Title XI Government Aid that are eligible for domestic trade is given in Table 11-10. In addition to the 178 tankers which are actively engaged in domestic ocean trade, there was a potential for 37 additional ships. These vessels were laid-up, chartered to Military Sealift Command, under construction, or engaged in the foreign trade, but receiving Title XI funding. Of the 37 it is likely that only the 3 under construction and some percentage of the 21 then in the foreign trade would actually enter the domestic trade. Table 11-11 is a listing of those ships that are eligible to receive Title XI financing. 2. TANK BARGES (OIL AND CHEMICAL) As of the end of June 1977 there were 117 tank barges that were receiving Title XI ship financing guarantees. These barges range in capacity from 10,000 to 100,000 barrels, carry a variety of oil products and chemicals, and vary in design from single skin to double skin, con- ventional and integrated. In addition to these barges being used for the domestic ocean, inland and Great Lakes trades to transport petroleum products and chemicals, there are a number of barges used for refueling larger vessels. Table 11-12 provides a listing of those barges built during the years 1970 through 1977 in the domestic trade that are receiv- ing Title XI financial aid. 2-37 Table 11-10 SUMMARY OF TANK VESSELS ELIGIBLE FOR DOMESTIC TRADE THAT RECEIVE TITLE XI-GOVERNMENT AID AREA OF EMPLOYMENT NUMBER OF VESSELS CURRENTLY ENGAGED IN DOMESTIC TRADE INTERCOASTAL GULF COAST ATLANTIC COAST PACIFIC COAST PUERTO RICO SUBTOTAL 3 3 1 1 2 10 CURRENTLY IN FOREIGN TRADE TIME CHARTERED (EXCLUSIVE OF MSC AND UNDER CONSTRUCTION) CHARTERED TO MSC LAID-UP UNDER CONSTRUCTION SUBTOTAL 21 4 8 1 3 37 TOTAL 47 e Administration, February 1978. 2-38 Table 11-11 TITLE XI TANKSHIPS ELIGIBLE FOR DOMESTIC TRADE NAME NAME DWT YEAR BUILT ALBATROSS TANKER CORP. ERNA ELIZABETH 33,200 1959 AMERICAN TRADING CO. WASHINGTON TRADER 41,600 1959 ANTIETAM TANKERS, INC. COASTAL KANSAS 37,250 1958 COVE TANKERS. INC. COVE LEADER 71,054 1959 EAGLE TERMINAL TANKERS EAGLE LEADER EAGLE CHARGER 37,350 26,500 1969 1969 FALCON TANKERS. INC. USNS COLUMBIA USNS HUDSON USNSNECHES USNS SUSQUEHANNA 34,250 34,250 34,250 34,250 1971 1972 1971 1972 FREDERICKSBURG SHIPPING CO. FREDERICKSBURG 26.500 1958 INTERCONTINENTAL BULK- TANK CORP. OVERSEAS ALASKA OVERSEAS ALICE 62,000 37,300 1968 1970 CHARLES KURZ & CO. CHILBAR 32,000 1959 MANHATTAN TANKER CO. MANHATTAN 114,500 1962 MONTICELLO TANKER CO. MONTICELLO VICTORY 47,700 1961 MONTPELIER TANKER CO. MONTPELIER VICTORY 47,700 1962 MOUNT VERNON TANKER CO. MOUNT VERNON VICTORY 47,000 1961 MOUNT WASHINGTON TANKER CO. MOUNT WASHINGTON 47,000 1963 NEWPORT TANKER CORP. ACHILLES 41,200 1960 OGDEN MARINE OGDEN CHALLENGER OGDEN CHAMPION 35.070 37,250 1960 1969 PITTSBURGH PLATE GLASS PUERTO RICO (LPG) 34,400 1971 QUEENSWAY TANKERS. INC. STUYVESANT 225,000 1977 SABINE TOWING AND TRANSPORTATION CO. COLORADO 30,400 1972 SHIPCO 2295 INC. ATIGUN PASS 165,000 1976 SHIPCO 2296 INC. KEYSTONE CANYON 165,000 1976 SHIPCO 2297 INC. BROOKS RANGE 165.000 1978 SHIPCO 2298 INC. THOMPSON PASS 165,000 1978 SHIPCO 668 INC. TONSINA 118,300 1977 SHIPCO 669 INC. PRINCE WILLIAM SOUND 118,300 1977 SHIPMOR ASSOCIATES, INC. OVERSEAS CHICAGO 89,700 1977 652 LEASING CO. SOHIO INTREPID 80,000 1971 653 LEASING CO. SOHIO RESOLUTE 80,000 1971 UNITED TANKER CORP. METON 32,000 1959 U.S. TRUST CO. OF N.Y. AQUILA 80.000 1973 WABASH TRANSPORT, INC. OGDEN WABASH 37.853 1969 WILLAMETTE TRANSPORT INC. OGDEN WILLAMETTE 37,853 1969 2-39 »5 OCI- O) 0) en 0) CO en en en en >tn > 1 1 1 1 1 8 £ o < s i s s 0. to o o o < s I s CO 5 M CO s TJ | f a o O u Of (9 O t z z z z Z — Z z 5 5 5 5 §3 5^ -i 5 o o o o (3 • o o z z z z Z = Z 2 z K < < < < I < < > E o o > E 8 8 UJ 8 UJ UJ 85 ll X CJ > E > E 8 OC CO UJ -1 00.. UJ - - CO - - - - CM *• * £ - 3 uj z > H 00 UL i> I p 1 eo 3 00 CM — . com O 00? ~00 co — r»- z < UJ u o UJ O DC < m •■is cji-eo < z z < I CO CO CO O OOOCD CMOO qOio Hi CMqCM EScmS 32 coo Q a CL UJ hi u i- OC O O 1- i 3 a." zO -ICO II 11 i- i z > Z < a. oc o a.' oc cc z i UJ a oc < en i- Is < o < z o o j 5 z E < s -1 < oc H Z UJ o UJ C3 OC < 00 5 z z < UJ ai- ds i 2 I* 11 (9 Z I X CO UJ a > X z 8^ il OCH CJCO .8 LU O OCZ H _ W 8> z < |s co > 11 3 3 3 2 5 XI J3 J3 .£) .o 3 111 llll 2 o ss ooo oo ooooo o ooo < o ooo oooo o 0. o o ooooo o ooo oooo o . < do in in in in o" ooo o CO CO co co co co to CO a OOOOO o OQ zzzzz z z£ V> V) w > 1- 55555 ooooo 5 o OOOO 1* o cccc UJ UJ zzzzz <<<<< z < cccccc cc cc cccccc UJ UJ UJ UJ cc 12 oc < 00 >> ooooo UJ o >>> > >>>> > oz Ecc ooooo o EEE cc 0.0.0.0. E o = 2 i io8 m CM D W z > oooo in §155 J zz CO zzzz CO o > cc z d 3 o cc < UJ z E is o k cc o o < ■ t- o cc H z &i El go 2 UJ I o V) 2 -j < z O < Q cc < X o 1- -J o 00 < Si- z z Zc/> E c/j 2-41 CHAPTER II - REFERENCES FROM TEXT 1 The Jones Act: Security for the United States and America , prepared by the AFL-CIO Maritime Trades Department, February 13, 1975. 2 Economic Significance of the Jones Act , prepared for the Shipbuilders Council of America, Washington, D.C., April 1975. Jacob J. Kaplan Consultant, International Finance and Economics. 3 Domestic Waterborne Shipping, Market Analysis , prepared by A.T. Kearney Inc., Management Consultants, February 1974. 4 Waterborne Commerce of the United States , 1976. 5 Domestic Waterborne Trade of the United States 1972-1976 , U.S. Department of Commerce, Maritime Administration, Washington, D.C. 6 Transportation of Liquefied Natural Gas , Congress of the United States, Office of Technology Assessment, Washington, D.C, September 1977, p. 7. 7 Federal Power Commission, Recommendation to the President, Alaskan Natural Gas Transportation~~System (Washington, D.C, Federal Power Commission, May 1, 1977), p. 1-44. 8 Big Load Afloat , U.S. Domestic Water Transportation Resources. The American Waterways Operators, Inc., 1973. 9 Joint Marad/USCG Tank Barge Study , October 1974. 2-42 CHAPTER III DESCRIPTION OF THE MARINE ENVIRONMENT INTRODUCTION The marine environment may be grouped into two major domains: the coastal ocean and the open ocean. The coastal ocean includes the waters of the continental shelves, estuaries, and adjacent wetlands and lagoons. The open ocean lies seaward of the continental shelves and is not signifi- cantly affected by continental boundaries or the ocean bottoms. A third aquatic domain is navigable freshwater rivers and lakes. A. OPEN OCEAN (1,2) Beyond the continental shelves, the open ocean is relatively unaf- fected by the continental boundaries. Over most of the open ocean, warm surface waters are separated from the cooler deep waters by what is known as the pycnocline, a rapid increase in density that more or less sepa- rates surface ocean waters from deeper waters. The deeper waters are known to move sluggishly after forming in the polar regions (primarily the Antarctic) and to return to the surface about 600 to 1,000 years later. Away from the continents that interrupt surface water movements, ocean currents are primarily directed east-west. Only in the areas of the continental boundaries are the currents deflected to the north or south forming major boundary currents. Open ocean currents generally move surface waters at speeds of a few miles per day. In the boundary currents such as the Gulf Stream, the waters move at speeds of ten to a hundred miles per day. Winds blowing across the ocean set the surface waters in motion. In the open ocean where tidal currents are relatively weak, these wind drift currents account for about 40 percent of the surface currents. 3-1 1. OCEANIC WATER QUALITY CHARACTERISTICS Due to the major oceanic circulation patterns, oceanic water masses are established possessing similar water quality characteristics. These water masses are established due to the major oceanic circulation pat- terns, as illustrated in Figure III-l. Although these masses are loosely defined, they do afford a method for descriptive analysis since they possess similar water quality as well as major marine specie assemblages. As presented in Table III-l, the principal controlling parameter of the water masses is the temperature component. Although salinity, oxygen, and nutrients do vary within the respective masses, the temperature com- ponent has the most significant effect on determining the marine commun- ity distribution within the respective water mass. Within the major masses as previously discussed the near shore en- vironment can be significantly modified by coastal features. These smaller environmental and habitat differences produce changes in the marine populations along the east and west coasts. B. COASTAL OCEAN (1,2) The coastal ocean is the water adjacent to the shore; there the ad- jacent land boundary, freshwater runoff from the land, and local atmos- pheric conditions contribute significantly to the movement and mixing of the waters. The width of the coastal ocean varies, and its outer bound- ary is not well defined. It may be quite narrow along coasts where the continental shelf is narrow and where oceanic conditions and "permanent" currents come close to shore. Conversely, where the continental shelf is wide, the coastal ocean may be tens or even hundreds of miles wide. The coastal ocean does not, however, always coincide with the continental shelf. Where the shelf is very narrow, the coastal ocean may extend beyond the edge of the shelf, or where the shelf is yery wide, the coastal ocean may extend out from shore for only a part of the shelf width. Although making up only 12.5 percent of the ocean surface, coastal ocean waters are vitally important. Heavily used for waterborne commerce, Figure 1 1 1-1 NORTH AMERICAN OCEANIC WATER MASSES ADAPTED FROM: Odum, H.T., B.J. Copeland, E.A. McMahan, Coastal Ecological Systems of the United States, The n Foundation, 1974. 3-3 -Jo 151 s 4 g, 1«1 iiiZBCOH «aj j=H a,^ 3-4 coastal waters are also used for recreational fishing and boating, commer- cial fishing, and waste disposal. Despite these heavy and often conflict- ing uses, coastal waters are still the most productive part of the world ocean; an estimated 90 percent of the world's marine food resources are harvested there. The principal ecosystems which could be affected by this program are the coastal waters along the domestic ship routes and navigable inland waterways. Due to the broad scope of the program only general environmental descriptions will be discussed for the principally utilized shipping routes. The principal shipping zones for domestic oceanic trade traverse along the Pacific coast off Alaska, Canada, the Continental U.S. and Mexico; the Carribbean Sea; the Gulf of Mexico; and the U.S. Atlantic Coast. The description of the marine environment is divided into the bathymetric physiographic settings, major circulation patterns, general water mass oceanographic features, major tropic levels and species, commercial species and coastline resources. 1. MARINE PHYSIOGRAPHIC PROVINCES (3,4) The submerged nearshore coastal environment along the U.S. domestic oceanic trade routes varies in a similar fashion as its landward com- ponents. These characteristics, as illustrated in Figure 1 1 1-2 and tabu- lated in Table III-l, range from broad continental shelf areas as found surrounding the Gulf Coast and eastern seaboard to the deep trenches im- mediately off the west coast of Central America. The differences in the bathymetric provinces form a significant environmental factor control- ling the marine and estuarine flora and fauna found in the respective regions. The principal features of the physiographic provinces which con- trol the marine communities are the controlling depths and bottom compo- sition of rocks, sand, silts, shells and reefs. These two features inter- act with other oceanographic and environmental parameters to provide habi- tat controls for the marine community development. Although the princi- pal amount of coastwise commerce traverses over the continental shelf area, along the Pacific coast routes, due to the small extent of the shelf area, the continental slope and abyssal plains areas are principally tra- versed. Shipping routes to the Hawaiian Islands traverse the open Paci- fic Ocean for 3,200 miles from the west coast. 3-5 KEY 1 Figure 111-2 BATHYMETRIC PHYSIOGRAPHIC PROVINCES SOURCE: Adapted from 3-6 2. MAJOR COASTAL CIRCULATION PATTERNS The large scale circulation of water masses surrounding the North American Continent is the major environmental driving force controlling marine assemblages and dynamics. The worldwide circulation and mass movements, as illustrated in Figure IT I- 3, within the North American coastal zones are the clockwise north Pacific current in the Pacific Ocean and the north Equatorial and Gulf Stream current in the Caribbean, Gulf of Mexico, and Atlantic seaboard. Close to shore these major cur- rents can form counter currents and gyres as the Alaska Gyral in the Gulf of Alaska, Davidson Current off California, and the Middle Atlantic and Carol inean Current off the Atlantic Coast. Each of these currents has differing physical and chemical characteristics which greatly influence marine and estuarine ecosystems (1,2,5). Within the immediate coastal zone existing one to five miles offshore, these major circulation patterns and cells become heavily influenced by wind-induced stresses, thermoclines, salinity changes, bottom roughness, freshwater inputs, and tidal and estuarine movements. For any given location along the coasts these variables would control the currents in differing degrees and makes generalizations meaningless. Vessels traversing the Pacific coastal routes would be more heavily under the influence of the major water masses whereas the vessels travel- ling along the inshore coastal shelf area off the Gulf and East coasts would likely be under the influence of the major currents as well as the modified current induced by the more prevalent inshore current stresses. Coastal ecosystems along the periphery of the North American Conti- nent vary from rocky seafronts to marshland. As illustrated in Figure III-4, the predominant coastal ecosystems are rocky seafronts and high energy sandy beaches. Although the physical appearance of a coastal ecosystem may be similar from one area -of the continent to another, the physical and chemical components of the water mass greatly influence the biographic distributions of the species and organisms. 3-7 NOTE: RELATIVE CURRENT SPEED IN KNOTS tl2 y A _ T OB 1 AL_C^L NT Figure III — 3 ANNUAL NET OCEANIC CURRENTS SOURCE: Adapted fi i, Gordon R., Oceanography, Oxford University Press, 1 rup, Johnson and Fleming, Oceans, Prentiss Hall 1942 .em Gulf of Alaska, Draft E IS, BLM, 1975. National United States Geological Survey, 1975. 3-8 ^>v KEY 3s A1 ROCKY SEAFRONT AND INTERTIDAL ROCKS A2 HIGH ENERGY BEACHES A3 HIGH VELOCITY SURFACES A4 OSCILLATING TEMPERATURE CHANNELS A5 SEDIMENTARY DELTAS A6 HYPERSALINE LAGOONS / " A7 BLUE GREEN ALGAE MATS B1 MANGROVES B2 CORAL REEFS B3 TROPICAL MEADOWS B4 TROPICAL INSHORE PLANKTON B5 BLUE WATER COAST C1 TIDEPOOLS C2 BIRD AND MAMMAL ISLANDS, SHORES etc. C3 LANDLOCKED SEAWATERS C4 MARSHES C5 OYSTER REEFS C6 WORMS AND CLAM FLATS TEMPERATE GRASS FLATS C8 OLIGOHALINE SYSTEMS MEDIUM SALINITY PLANKTON ESTUARY C10 SHELTERED AND STRATI Fl ED ESTUARY C11 KELP BEDS C12 NEUTRAL EMBAYMENTS D1 GLACIAL FIORD D2 TURBID OUTWASH FIORD «C11 F FRESHWATER Figure 1 1 1-4 GENERAL COASTAL ECOLOGICAL SYSTEMS SOURCE: Adapted f Odum, H.T., B.J. Copeland, I Ecological Systems of the Un Conservation Foundation, 19 ^. McMahan, Coast 3-9 The coastal ecosystems form an important nursery and feeding area for the offshore assemblages. For this reason the respective populations are controlled by the physical coast-front environment and the offshore populations. The distribution of the principal migrating commercial species util- izing these coastal systems is shown in Figure II 1-5. An analysis of the important commercial species utilizing these waters emphasizes the impor- tance of maintaining the quality of the coastal ecosystems. C. INLAND WATERWAYS AND GREAT LAKES (FRESHWATER) (3) Vessels transporting bulk cargoes (primarily tank barges) enter inland waterways for the purpose of loading and discharging these cargoes. Life in freshwaters is influenced, as in the ocean environ- ment, by water temperature, dissolved oxygen, pH, color, turbidities, total dissolved solids, total alkalinity, nutrients and mineral composition. The nearshore zone of large deep lakes such as the Great Lakes is the most important portion from the standpoint of man. Not only is it the zone that is most used by man (for example, as a source of water sup- ply for domestic, industrial, and cooling water uses and as an area for fishing, boating and swimming), but it is also a biologically productive region. One basic reason for the natural high productivity of shallow water is the presence of a substrate within the lighted surface zone where photosynthesis can take place. Also, nutrients are continually recycled from the bottom sediments back into the water column due to vertical mixing processes. River environments differ from lakes in the following fundamental respects: (1) depth is small compared to lakes; (2) the water is gener- ally confined to a relatively narrow channel; (3) the volume of water flows in one direction; (4) streams increase their length, width and depth with increasing age; and (5) eroded materials are transported downstream with no opportunity for return. 3-10 1 PANDALID SHRIMP 2 SALMON 3 KING CRAB 4 LARGE CLAW LOBSTER . 5 SEA MAMMALS 6 SEA BIRDS 7 HERRING. MENHADEN, ALEWIVES, ETC. 8 SHAD 9 STRIPED BASS 10 PENAEID SHRIMP 11 MULLET OFFSHORE SPECIES SHIFT AREAS ^> <;> r. Figure III— 5 SEASONALLY SHIFTING STOCKS OF THE NORTH AMERICAN COASTAL ZONES 3-11 River environments exhibit all intergrades from the very swift rush- ing waters in narrow channels to situations which are relatively lakelike. This range of conditions is reflected in the biota, which varies from the distinctively characteristic organisms of falls and rapids to lake-like systems. D. GREAT LAKES SYSTEM The Great Lakes System is approximately 2,000 miles long and has a surface area of 95,000 square miles. The volume of the Great Lakes Sys- tem constitutes the earth's largest f reef lowing freshwater resource. The overall lake and river system constitutes the largest system within the U.S. and has an annual outflow of 237,000 cubic feet per second. As il- lustrated in Table III-2, the respective dimensions of the lakes vary considerably as does the aquatic habitat. The aquatic habitat varies from a cold-water fishery to a warm-water fishery throughout the span of the Great Lakes and the St. Lawrence River System. The quality of the surface water in Lakes Ontario, Huron, Superior, and Michigan is generally high with some serious problems being experi- enced in the surrounding major metropolitan and industrial areas. Lake Erie, as a result of many factors including its shallowness and large number of metropolitan areas surrounding it, has the poorest water qual- ity. Despite the poor water quality, Erie is still the leader in fish production. Recent water pollution control efforts made within the past decade are slowly improving the lake's water quality; consequently, the aquatic resources are demonstrating a regrowth. The development of the Great Lakes is principally due to the scour- ing action and deposition of the multiple glacial surges proceeding across the region. Due to the large lake depths, a dimictic circulation pattern is exhibited. The lakes become stratified during the summer with negligible mixing occurring into the colder water layer located beneath the thermocline. Within the water layers above the thermocline, the nu- trients and oxygen circulate due to the wind driven currents. During the spring and fall, the temperature differential between the two water layers 3-12 Till > E I - 16% OF TOTAL GREAT LAKES FISHERY PRODUCTION - LAKE TROUT, WHITEFISH, LAKE HERRING DOMINANT SPECIES - SPORT FISHERY: SMELT, PERCH, SUCKERS, PANFISH, NORTHERN PIKE, WALLEYE, BASS - SALMONID FISHERY: LAKE TROUT; COHO AND CHINOOK SALMON; RAINBOW, BROWN, BROOK, AND STEEL- HEAD TROUT - YELLOW PERCH, SMELT, SUCKERS, SMALLMOUTH BASS, NORTHERN PIKE, WALLEYE AND ASSORTED PANFISH - SPORT FISHERY: OVER 1,700,000 ANNUALLY OF SALMONIDS - SALMONIDS: COHO AND CHINOOK SALMON, RAINBOW TROUT, LAKE TROUT, BROWN AND BROOK TROUT I o E m £> < id 1 !§' | *{£ s > < S ; s > u. 3 s i Si z o p" E 8 Q Q 1 E o z (A Q 2 < < - LARGEST AND NORTHERNMOST GREAT LAKE - MOST RUGGED, UNINHABITED AND INACCESSIBLE SHORELANDS - SHORELANDS ARE OF PRIME RECREATIONAL VALUE - TOTAL SHORELINE LENGTH IS 1,362 MILES - SHORELINE ALONG WISCONSIN, ILLINOIS, INDIANA, MICHIGAN STATES - CONTAINS LARGEST EMBAYMENTS - CONTAINS LEAST NUMBER OF ISLANDS AND ISLAND GROUPS - SANDDUNES, VULNERABLE ERODIBLE BLUFF AREAS - VALUABLE MARSHLANDS IN GREEN BAY AND BIG AND LITTLE BAYS DE NOC - SECOND LARGEST LAKE - SEPARATED FROM LAKE MICHIGAN BY STRAITS OF MACKINAC - MAJORITY OF SHORELINE UNDER JURISDICTION OF CANADIAN PROVINCE OF ONTARIO - SAGINAW BAY MOST SIGNIFICANT FISH AND WILDLIFE AREA BECAUSE OF WETLANDS < E E o E i < Z < (9 I O I < Z o E 3 I Ul < 3-13 I - WALLEYE, YELLOW PERCH, WHITE BASS, CHANNEL CATFISH - SPORT FISHERY: YELLOW PERCH, WHITE BASS, CHANNEL CATFISH, WALLEYE, SMALLMOUTH BASS - VERY LITTLE COMMERCIAL FISHING - SPORT FISHERY: SMALLMOUTH BASS, YELLOW PERCH, BROWN BULLHEAD, NORTHERN PIKE, ROCK BASS, COMMON BLUEGILL, SUNFISH, LARGEMOUTH BASS, WHITE PERCH, WHITE BASS, BLACK CRAPPIE, CARP, CHANNEL CATFISH, AMERICAN EEL, FRESHWATER DRUM, WALLEYE z o H E j* o Q Z < (X o I Q z < < OC § ££ s il 1 ii S ei < zee S S5S O -=l- " o§ j £z Z W° Hi OC Q? ZO 1 << W WW 1 1 - SHALLOWEST MAXIMUM DEPTH OF ALL GREAT LAKES (210 FEET) - 30 FOOT DEPTH CONTOUR 1 MILE FROM SHORE - GREAT WATER LEVEL FLUCTUATIONS - STRONG WINDS LOWER WATER LEVEL AT ONE END 8 FEET AND RAISE SEVERAL FEET AT OTHER END - 115 MILE LONG WATERWAY DIVIDES UPPER GREAT LAKES FROM LOWER LAKE ERIE - SHORELINE RANGES FROM WETLANDS, LOW ERODIBLE BLUFFS TO ERODIBLE PLAIN SHORE - EAST-WEST SHORELINE: BLUFFS OF GLACIAL MATERIAL FROM 20 TO 60 FEET HIGH, NARROW GRAVEL BEACHES BORDERING THE BLUFFS - DRUMLINS AND DUNES SEPARATED BY MARSH AREAS ALONG SHORELINE FROM SODUS BAY EAST TO PORT ONTARIO - DUNES AND BARRIER BEACHES 10 MILES NORTH OF OSWEGO-JEFFERSON COUNTY LINE THEN ROCKY SHORE NORTH TO ST. LAWRENCE RIVER < < C3 z o X = * s OC < g K z o < 3-14 diminishes and some deep circulation occurs as the thermocline diminishes. During the winter, the four months of ice cover limit the wind driven circulation pattern in the water column. The Great Lakes System does provide a stopover area for the Mid- America Waterfowl Flyway. During the spring and fall migration, the protected bays and adjacent wetlands provide a valuable habitat. E. INLAND WATERWAYS ENVIRONMENT Since the principal inland natural waterways are the Mississippi and the Ohio rivers, they were selected for a discussion of the inland water- way environment. 1. MISSISSIPPI RIVER The navigable portion of the Mississippi River as illustrated in Figure 1 1 -6 is principally composed of the upper Mississippi, lower Missis- sippi, Illinois Waterway, and the Ohio River System sections. The over- all basin comprises 40 percent of the continental U.S. land area. The river is the world's second longest, has the third largest drainage area and is ranked seventh in annual discharge. 2. LOWER MISSISSIPPI RIVER The lower Mississippi River begins at the confluence of the Ohio with the main stem and proceeds to the Head of the Passes at the Gulf of Mexico. The river throughout this reach has been extensively leveed, carries a significant silt load, and is used extensively for the disposal of muni- cipal and industrial wastewater. These factors have produced a stressed environment with greatly reduced water quality and aquatic ecosystems within the main channel area. Within the lower Mississippi these pollu- tion levels have drastically reduced the commercial fishing potential of the river. Although the main stream has a lowered aquatic resource value the tributaries feeding the river and the extensive estuarine nursery area surrounding the rivers, mainstem, bayous and drainage ways consti- tute valuable habitat and nursery areas. 3-15 The annual flows into the Gulf of Mexico are approximately 611,000 cubic feet per second when the diverted flow into the Atchafalaya drain- age is considered. Average water velocity through this reach is approxi- mately 2 miles per hour. Spill studies conducted on the lower Missis- sipi River indicate that the spill would spread laterally at 250 feet per mile. Under these conditions a spill of neutral buoyancy would be di- luted 10,000 times within the first half hour of river travel. 3. UPPER MISSISSIPPI RIVER The upper Mississippi River has not been as extensively developed as the lower river; consequently, the aquatic environment and the water qual- ity is higher than the lower River. In contrast to the leveed banks of the lower river, the upper Mississippi has an extensive border of channels, sloughs and wetlands which have been integrated into the upper Missis- sippi River Wildlife and Fish Refuge and the Mark Twain National Wildlife Refuge. These two areas, numerous smaller wildlife refuges, and the high quality rivers entering the mainstream provide a broad and valuable habi- tat for aquatic and waterfowl resources. Commercial fishery landings in the upper Mississippi Basin are high and reflect the relative value of the warm water fishery. The mainstream and its borders provide valuable recreation areas for fishing, hunting, and boating activities. Wetlands along the Mississippi River provide a major route of the Mid- America Waterfowl Flyway and provide valuable habitat for the waterfowl population which resides all summer in the area. The river also sup- plies water for municipalities along its banks. The average flows at St. Louis are approximately 175,000 cubic feet per second with stream veloci- ties varying from 2.5 to 7.5 feet per second depending on the river stage. 4. OHIO RIVER The 981-mile navigable portion of the Ohio River from Pittsburgh, Pennsylvania to Cairo, Illinois falls 429 feet. The navigability of the river is controlled by 19 high lift locks and dams. The navigable river 3-16 width varies from one-half mile to 4 miles wide. The mean monthly dis- charge ranges from a high of 20,000 cubic feet per second in March to a low of approximately 3,000 cubic feet per second in September. The water quality of the Ohio is impacted with acid mine drainage and with large indus- trial and municipal discharges. These discharges have caused fish kills and affected the aquatic resources of the mainstream. Even with the elimination of fish kills, the more subtle changes causing taste and odor problems in the fish and other changes in the aquatic resource food chains will still prevail. With the potential increases in coal develop- ment and coal -powered power pi ants, the water quality problem areas would be expected to remain. Due to water pollution, fish tainting, and market trends, the once- flourishing commercial fishery on the Ohio has drastically diminished. While the commercial fishing interests have diminished, the waterborne usage for sport fishing and hunting has increased. The commercial spe- cies most usually taken are buffalo carp, catfish, paddlefish and sturgeon. The Ohio and Mississippi rivers constitute a waterfowl flyway for birds proceeding southward from Indiana and Ohio. 3-17 CHAPTER III - REFERENCES FROM TEXT 1. Seymour, A.H. and others, Radioactivity in the Marine Environment , National Academy of Sciences, 1971. " 2. Gross, M.G., Oceanography; A View of the Earth. Enqlewood-Cliffs, New Jersey: Prentice-Hall, Inc., 1972. 3. U.S. State Department, Draft Environmental Impact Statement on the Third U.N. Law of the Sea Conference, A pril 1, 1974. 4. U.S. Interior Department, Draft Environmental Impact Statement Pro- posed 1975 PCS Oil and Gas General Lease, Offshore Texa s, (PES 74-82), August 27, 1974. ' 5. The National Estuarine Pollution Study Report of the Secretary of "tTTe Interior to the United States Congress Pursuant to P.L. 89-753 . The Clean Water Restoration Act of 1966. March 25, 1970. 3-18 ENVIRONMENTAL IMPACT OF TITLE XI TANK VESSELS ENGAGED IN THE DOMESTIC TRADE This chapter discusses the potential environmental impacts generated by bulk liquid domestic waterborne commerce of the type that could be funded under the Title XI Program. The major subjects discussed are: tank vessel pollution (oil, chemical and others), spill probability and risk, potential economic impacts, and the effects of port and harbor development. Tankships and barges may be classified into two groups: (1) crude oil carriers and (2) those that carry petroleum products, chemicals and liquefied gases. These are not fixed groups, however, since vessels may shift from one trade to another as transportation requirements change. The current patterns of tanker utilization have evolved over the years as a result of economic factors, refinery locations, and prevailing trade patterns. Figure IV-1 illustrates the location of refineries and oil terminals near the navigable waterways of the United States. It gives some indication as to where domestic oil and petro-chemical trade may take place along the U.S. coastline and the navigable inland waterways. In general, larger tankers (over 100,000 deadweight tons) are used for carrying crude oil and smaller tankers (under 40,000 deadweight tons) are used to transport chemicals and refined products. On occasion small tankers carry crude oil in U.S. waters due to draft limitations in U.S. ports. Intermediate sized ships (40,000 to 100,000 DWT) are often used to carry either crude oil, residual fuel oils or chemicals resulting from the refining process. A OVERVIEW OF TANK VESSEL POLLUTING INCIDENTS (1) During the calendar year 1976, approximately 34 million gallons of liquid material (oil and other substances) were discharged in and around U.S. waters from various marine and non-marine sources. Figure IV-2 shows the general area of these polluting incidents. Approximately 66% of the polluting incidents and 49% of the total volume spilled in 1976 occurred on the Atlantic and Gulf coasts combined, which is expected because 4-1 CM CO «. 9 gal i 2,627 = 8,876,01 INCIDEN 3,623 gal. ,237 8 1 00 n : n n w "X. <°. ii M m £ 8 * ? S2 9 52 f u «» Z > z . O in -J uj . UJ -J O M 5 9 1 Z o O en 9 o - iS I 5 {2 S Z N SS uj S- 8 It to 3 ci 55 r-' Q S9 «- 6 CM N r«. „ O z in m 00 o > as K 1 M - 1 * 1 ll _L — If eT S3 HI Q D t- t < UJ E < 8 is! o CO < E o u < _i 5 D Q Z < Z -J da u m H 3? < E O < OS 0- O ~ o s < a < 2 cc | z 3 Sn > n Q C3 £ g 3 =i? OJ tS ^ LL, g UJQ 3Z ^.Q t; UJD = £C0. Ott 4-3 both of these coasts handle the majority of tanker traffic. Tables IV-1 and IV-2 give the specific type of locations and sources of these 1976 discharges. Approximately 95.6% of the polluting incidents and 75.7% of the total volume spilled occurred within 12 miles of the U.S. coast (inland waters included). Of the 34 million gallons spilled, tankers contributed approximately 9 million gallons (26%) and tank barges con- tributed 2 million gallons (6%). These two sources account for approxi- mately 11 million gallons or 32% of the total liquid material discharged into U.S. waters. Table IV-3 provides a breakdown of the various causes of pollutant incidents. By volume, the structural failure category contributed the greatest amount of pollution in 1976. While it is difficult to determine exactly what percentage of this pollution was the result of vessels receiving Title XI government aid en- gaged in the domestic trade, it is believed that these vessels contri- buted a yery small percentage of the total pollution entering U. S. waters. B OIL POLLUTION (2) 1 . GENERAL A vast amount of material has been written on oil pollution and its environmental impacts during the past five years. Uncertainty is a gen- eral feature of most of the reports. Published estimates of the total annual influx of oil into the oceans of the earth vary from 1.64 million tons to 10 million tons. Table IV-4 indicates that the best estimate of the amount of petroleum hydrocarbons introduced into the world's oceans is 6.113 million metric tons annually. As indicated in Table IV-4 trans- portation sources contribute approximately 35 percent of this input. In contrast, actual oil input into U.S. waters is yery small in com- parison to global input estimates. The average annual spillage for tankers and barges in the U.S. reported for the years 1973 through 1977 is illus- trated in Table IV-5. This table indicates the relative location, vessel type and general cause of the spills over the five year period. The pro- portion of domestic commerce versus foreign commerce was not taken into o=> o: !3 < o 1- N "" IO N rj co a cm CM CO 8 j: S ■* 1 pn x 9 l? 5< E | III: g ^ JO o -5S§ i | ! j j 5 1 J hON ZNT 8 2 Mi! K "*. £ °. "bjo 00 CM ^ O N o * 6 as o i- o 1 i i j 53*5 < Oz £5 cc — Mil 8582 g oo 5 r^ 8 N 5.° J? rj * O 5 i 1-1,1 iz<5 OOOI- u5 2 >l I2|2 S "J S '"! * *■ 8 • 5 1 rOOIUI £ 2 » 8 1 CO K KQO cc z 5? z cc ui "a 2 Si 3 < 3 O j z as > ss 5 OC UJ B § a § 3 u. 3 o 5 z as > a? < CC UJ I I u. 3 O -i z as > a? 3 (9 3{ i « 3 O iu z as > as OC o CC UJ J I < 3 O o Table IV-2 SOURCES OF POLLUTION (OIL AND OTHER SUBSTANCES) SOURCE NUMBER OF INCIDENTS %OF TOTAL VOLUME IN GALLONS *OF TOTAL VESSELS 1. DRY CARGO SHIPS 41 0.3 11,679 0.0 2. DRY CARGO BARGES 324 2.6 24,840 0.1 3. TANK SHIPS 623 4.9 8,930,029 26.4 4. TANK BARGES 976 7.7 1,953,442 5.8 5. COMBATANT V ESSE LS 179 1.4 26,987 0.1 6. OTHER VESSELS 1,153 9.1 245,013 0.7 TOTAL 3,296 26.0 11,191,990 33.1 LAND VEHICLES 1. RAIL VEHICLES 82 0.6 269,440 0.8 2. HIGHWAY VEHICLES 335 2.6 323,391 1.0 3. OTHER/UNKNOWN VEHICLES 47 0.4 20,968 0.1 TOTAL 464 3.6 613,799 1.9 NON-TRANSPORTATION- RELATED FACILITIES 1. ONSHORE REFINERY 101 0.8 211,614 0.6 2. ONSHORE BULK/STORAGE 365 2.9 5,873,932 17.4 3. ONSHORE PRODUCTION 242 1.9 349,053 1.0 4. OFFSHORE PRODUCTION FACILITIES 1.358 10.7 274,732 0.8 5. OTHER FACILITIES 1,055 8.3 9,749,869 28.8 TOTAL 3,121 24.6 16,469,200 48.0 PIPELINES 653 5.2 4,530,094 13.4 MARINE FACILITIES 1. ONSHORE/OFFSHORE BULK CARGO TRANSFER 321 2.5 333.712 1.0 2. ONSHORE/OFFSHORE FUELING 88 0.7 21,708 0.1 3. ONSHORE/OFFSHORE NONBULK CARGO TRANSFER 23 0.2 15,643 0.0 4. OTHER TRANSPORTATION- RELATED MARINE FACILITY TOTAL 128 1.0 5,787 0.0 1.1 560 4.4 376,850 LAND FACILITIES 182 1.4 442,730 1.3 MISC/UNKNOWN 4,379 34.6 227,167 0.7 TOTAL 12,655 100.0 33,851,830 100.0 4-6 Table IV-3 CAUSES OF POLLUTION (OIL AND HAZARDOUS SUBSTANCES) INCIDENT NUMBER OF INCIDENTS %OF TOTAL VOLUME IN GALLONS %OF TOTAL MATERIAL/DESIGN EQUIPMENT FAILURE HULL/TANK RUPTURE/LEAK TRANSPORTATION PIPELINE RUPTURE/LEAK OTHER STRUCTURAL FAILURE PIPE RUPTURE/LEAK RAILROAD/HIGHWAY/AIRCRAFT ACCIDENTS VALVE FAILURE PUMP FAILURE OTHER RUPTURE/LEAK OTHER EQUIPMENT FAILURE 782 522 411 875 257 400 158 343 1,025 6.2 4.1 3.2 6.9 2.0 3.2 1.2 2.7 8.1 8,128,139 2,281,746 12.193,880 4,120,886 481,647 277,387 648,773 80,343 905,502 24.0 6.7 36.0 12.2 1.4 0.8 1.9 0.2 2.7 HUMAN ERROR TANK OVERFLOW IMPROPER HANDLING OPERATION OTHER PERSONNEL ERROR BILGE PUMPING BALLAST PUMPING OTHER INTENTIONAL DISCHARGE NATURAL OR CHRONIC PHENOMENON UNKNOWN 1,072 499 530 242 34 228 318 4,959 8.5 3.9 4.2 1.9 0.3 1.8 2.5 39.2 273,272 346,449 434,786 9,407 2,085 784,378 118,798 2,764,352 0.8 1.0 1.3 0.0 0.0 2.3 0.4 8.2 TOTAL 12.655 100.0 33,851,830 100.0 4-7 Table IV-4 BUDGET OF WORLDWIDE PETROLEUM HYDROCARBONS INTRODUCED INTO THE OCEANS SOURCE INPUT RATE (MTA) a BEST ESTIMATE PROBABLE RANGE OFFSHORE PRODUCTION 0.08 0.08-0.15 TRANSPORTATION LOT b 0.31 0.15-0.4 NON-LOT TANKERS 0.77 0.65-1.0 DRY-DOCKING 0.25 0.2-0.3 TERMINAL OPERATIONS 0.003 0.0015-0.005 BILGES, BUNKERING 6 0.5 0.4-0.7 TANKER ACCIDENTS 0.2 0.12-0.25 NONTANKER ACCIDENTS 0.1 0.02-0.15 COASTAL REFINERIES 0.2 0.2-0.3 ATMOSPHERIC RAINOUT c 0.6 0.4-0.8 COASTAL MUNICIPAL WASTES 0.3 COASTAL, NONREFINING. INDUSTRIAL WASTES 0.3 URBAN RUNOFF 0.3 0.1-0.5 RIVER RUNOFF 1.6 SUBTOTAL 5.513 NATURAL SEEPS 0.6 0.2-1.0 TOTAL 6.113 MTA. MILLION METRIC TONS ANNUALLY. LOT IS AN ABBREVIATION FOR "LOAD-ON-TOP" BASED UPON ASSUMED 10 PERCENT RETURN FROM THE ATMOSPHERE FOR ALL SHIPS EQUIVALENT TO AN AVERAGE LOSS PER SHIP OF ABOUT 10 TONS PER ANNUM 1 METRIC TON = 311 GALLONS (ASSUMING A SPECIFIC GRAVITY OF 0.85 FOR OIL) 4-8 I uj x >NU ■80" uj ^ o S 3 O £ 8 8 8 5? W (9 3 z Z < 5 2 oc O Z U £ < 3 3 uj j 1 > a t cc (9 U O 0. I s W 3 z O > in ro -1 < 5? § " -J i Q. $ t K > I uj uj c -1 i * a ui Z DC X i > k m O > < 3 Z Z < 2 3 > R S ^ ? S > s? < (A i S s § i - § 5 1 I 6 8 s < 8 < | h a 8 £ 5 < i IL < 3 uj _i j 7 cc < 3 h- £ C3 2 O < 4-9 consideration in this study. Outflows in U.S. waters for calendar year 1976 (the latest year for which such data are available) reported to the U.S. Coast Guard are shown in Table IV-6 (3). The total oil outflow volume is over 23 million gallons which amounts to approximately 0.074 million metric tons of oil (assuming a specific gravity of 0.85 for oil). However, the data in Table IV-6 indicate vessel sources contributed ap- proximately 46 percent of the total input to U.S. waters during calendar year 1976. A compilation of oil outflow data from tankships and tankbarges for a variety of causes is shown in Table IV-7. It should be noted that the total number of oil pollution incidents that occurred to tank barges dur- ing calendar year 1976 is about 1-1/2 times larger than the total number that occurred to tankships, but the volume of oil outflow from tank barge incidents is less than one-sixth the amount from tankships (3). 2. TANKERS Accurate estimates of oil spillage from tankers are difficult to obtain. The estimates of tanker related oil pollution vary widely depending on the choice of assumptions or factors and the available infor- mation concerning tankers. Examples of these factors include: amount of oil retained onboard after discharge of cargo ("clingage"), number of tanks washed, oil content of water discharged, amount of oil leaked to bilges, quantities of dirty lube oil and purifier sludge produced, cargo handling spills and spills as a result of tanker accidents. Figure IV-3 shows a breakdown of the tanker oil pollution problem. Table IV-4 provides an estimate of the amount of oil pollution worldwide from the various tank vessel sources. Actual spillage during the year 1976 in U.S. waters is given in Table IV-6. Oil pollution from tankers originates from two principal sources: (1) normal tanker operations, such as tank cleaning, ballasting and other operational reasons for periodically discharging oil overboard and (2) various types of tanker accidents. a. OPERATIONAL POLLUTION Tank cleaning and ballasting accounts for approximately one million -10 Table IV-6 SOURCES OF OIL POLLUTION IN U.S. WATERS SOURCE NUMBER OF INCIDENTS %OF TOTAL VOLUME IN GALLONS %OF TOTAL VESSELS 1. DRY CARGO SHIPS 38 0.4 11,513 0.0 2. DRY CARGO BARGES 303 2.8 22,718 0.1 3. TANK SHIPS 577 5.4 8.924,675 38.6 4. TANK BARGES 909 8.5 1,370,909 5.9 5. COMBATANT VESSELS 179 1.7 26,987 0.1 6. OTHER VESSELS 1.099 10.3 243,605 1.1 TOTAL 3,105 29.1 10.600.407 45.8 LAND VEHICLES 1. RAIL VEHICLES 60 0.6 167,220 0.7 2. HIGHWAY VEHICLES 310 2.9 297,968 1.3 3. OTHER/UNKNOWN VEHICLES 43 0.4 7,848 0.0 TOTAL 413 3.9 473,036 2.0 NON-TRANSPORTATION RELATED FACILITIES 1. ONSHORE REFINERY 88 0.8 11,296 0.0 2. ONSHORE BULK/STORAGE 337 3.2 5,817,212 25.2 3. ONSHORE PRODUCTION 234 2.2 348,457 1.5 4. OFFSHORE PRODUCTION FACILITIES 1,312 12.3 274,318 1.2 5. OTHER FACILITIES 892 8.4 374,792 1.6 TOTAL 2,863 26.9 6.826.075 29.5 PIPELINES 627 5.9 4,362,421 18.9 MARINE FACILITIES 1. ONSHORE/OFFSHORE BULK CARGO TRANSFER 286 2.7 274,677 1.2 2. ONSHORE/OFFSHORE FUELING 86 0.8 21,708 0.1 3. ONSHORE/OFFSHORE NONBULK CARGO TRANSFER 21 0.2 15,583 0.1 4. OTHER TRANSPORTATION- RELATED MARINE FACILITY 118 1.1 4,599 0.0 TOTAL 511 4.8 316,567 1.4 LAND FACILITIES 166 1.6 355,233 1.5 MISC/UNKNOWN 2,975 27.9 191,975 0.8 TOTAL 10,660 100.0 23,125,714 100.0 4-11 Table IV-7 OIL POLLUTION INCIDENTS OF TANK SHIPS AND TANK BARGES IN AND AROUND U.S. WATERS CAUSE TANK SHIPS TANK BARGES NUMBER OF VOLUME IN NUMBER OF VOLUME IN INCIDENTS GALLONS INCIDENTS GALLONS HULL OR TANK LEAK 68 1,321,216 276 1,137,965 TRANSPORTATION PIPE RUPTURE OR LEAK 5 375 9 92,963 OTHER STRUCTURAL FAILURE 5 7,502,257 16 600 PIPE RUPTURE OR LEAK 14 1,170 18 305 OTHER RUPTURE OR LEAK 20 9,923 35 3,744 VALVE FAILURE 57 5,082 53 6,798 PUMP FAILURE 3 192 19 3,988 OTHER EQUIPMENT FAILURE 39 1,693 108 4,501 TANK OVERFLOW 154 41,690 215 21,953 IMPROPER EQUIPMENT OPE RATION/HANDLING 46 14,869 69 8,053 OTHER PERSONNEL ERROR 38 4,727 45 87,329 RAILROAD, HIGHWAY, AIRCRAFT ACCIDENT 2 201 ~ _ BILGE PUMPING 28 4,251 4 425 BALLAST PUMPING 13 1,076 1 OTHER INTENTIONAL DISCHARGE 14 1,847 4 17 NATURAL OR CHRONIC PHENOMENON 6 511 2 2 UNKNOWN 65 13,595 35 2,226 TOTAL 577 8,924,675 909 1,370,869 SOURCE: Pollui t Reporting Syst* 4-12 O s O |J DC h? 4-13 metric tons of the estimated six million tons of oil entering the marine environment from all sources each year. (Bilges and bunkering contribute another 0.5 million metric tons.) Tanker bilge discharges are the required periodic pumpage of water from the ship's bilge which has become fouled by oil from cargo and machinery spaces. Bunkering operational spills are those which occur during vessel refueling operations. These discharges would be very similar to those made during cargo handling operations. The amount of oil spilled as a result of cargo handling depends on the number of cargo transfers and the measures taken to avoid such spills. There are three principal causes of terminal spills. These are: (1) mechanical faults, (2) design faults, and (3) human error. Based on the existing reporting system to the U.S. Coast Guard, human error is the predominant cause and is the most difficult to remedy. Mechanical fail- ures include: (1) cargo hose bursts; (2) piping, fitting, or flange failures, either ashore or on the tanker; and (3) tank ruptures. Any of the foregoing items could have also been an inherent design fault. De- sign faults also include the incompatibility of the tanker's cargo trans- fer equipment with a given terminal. A spill may result from overfill of a cargo tank of a tanker. The overfill of a cargo tank may be prevented by employing a closed gauging system, but in some cases the system fails as a result of human error or negligence. b. TANKER ACCIDENTS Vessel accidents are estimated to contribute about 0.3 million metric tons per year of the oil entering the marine environment. The estimated annual oil spills from tanker and non-tanker accidents are shown in Table IV-4. A recent analysis (February 1978) of 3,709 worldwide tanker acci- dents which occurred between January 1, 1969 and December 31, 1974 was prepared by the Office of Technology Assessment (OTA) Oceans Program (5). The data in this analysis were derived from Lloyd's Weekly Casualty Reports, IMCO Casualty Data, U.S. Coast Guard files and various operating company services. The analysis considered tankers of gross registered ton- nage equal to or greater than 2000 tons. The accident types include mech- anical breakdowns, collisions, explosions, fires, groundings, rammings, structural failures and all others. The distribution among accident types including those leading to Pollution-Causing Incidents (PCI's) and the total oil pollution outflow is given in Table IV-8. The OTA found that groundings and collisions together accounted for nearly 50% of the total accidents over this six-year sampling period. Approximately 14 percent of the tanker accidents resulted in a pollution -causing incident. An analysis was also conducted of accidents occurring within the coastal zones contiguous to the Atlantic, Gulf, and Pacific coasts of North America. Table IV-9 shows the number of total accidents, the number of Pollution-Causing-Incidents (PCI's) and the amount of total outflow for each of the three coasts. Approximately 14 percent of the accidents, PCI's, and total outflow for the three coasts combined oc- curred within 50 nautical miles of land [exclusive of an entranceway, harbor or at a pier). A notable major tanker accident that occurred in U.S. waters was the collision between the OREGON STANDARD and ARIZONA STANDARD. These two tankers collided on January 18, 1971 dumping 20,000 barrels of Bunker C fuel oil into the marine environment. (5) The oil was carried by tidal cur- rents to beaches both above and below the entrance to San Francisco Bay. Because tanker accidents often occur in a dramatic way, accidental pollu- tion has received more attention and public comment than any other source of pollution. 4-15 Table IV-8 WORLDWIDE TANKER ACCIDENTS AND OIL POLLUTION OUTFLOW 1 TYPE OF ACCIDENT NUMBER OF EVENTS 2 NUMBER OF PCI's 3 TOTAL OUTFLOW (LONG TONS) BREAKDOWNS 403 12 48,763 COLLISIONS 877 147 226,884 EXPLOSIONS 127 40 134,610 FIRES 233 17 2,935 GROUNDINGS 935 144 309,824 RAMMINGS 543 51 14,506 STRUCTURAL 586 104 340,727 ALL OTHERS 5 4 54,911 TOTAL 3,709 519 1,133,160 2. Catastrophic Events are included 3. PCI = Pollution Causing Incident "An Analysis of Oil Tanker Casualties, 1969—1974", prepared by OTA Oceans Program for the Use of the U.S. Senate Committee on Commerce, Science and Transportation, Washington, D.C., February 7, 1978. 4-16 52 Tig 7 D< 50iu so K o x u, a = 5 - (3 Z P o < I CO 3 < X X XXX, z ii II u z II cc = << sssS CCOCC < clams (3 ! 2), oysters (33) } and mussels (22) by oil has been reported. Tainting can result in a loss to commercial fisherman because of unsaleable catches. Tainting may be quite persistent, the noticeable taint lasting several months. Furthermore, Blumer, et al . (34) have indicated that oysters affected by the West Falmouth spill, but subsequently kept in clean water, retained petroleum hydrocarbons similar in chemical composition to the Number 2 fuel oil spilled over eight months previously. Based on these findings, auth- orities imposed a total ban on the taking of shellfish in a large area. A partial ban still exists more than three years after the original con- tamination. More recent research indicates that shellfish and fish. (35) will accumulate hydrocarbons, but will cleanse themselves if maintained in uncontaminated seawater for several months. The mechanisms of uptake and of decontamination are complex and varied and the time required for decontamination would be expected to depend on: the duration and dosage of exposure, storage sites, possession of metabolic processes to detoxify the hydrocarbons, and on the organisms' physiological state and other factors. 4-39 Attempts have been made to demonstrate the effects of oil spillage on fishery productivity as reflected in commercial catch statistics. Notable among these was a study undertaken along the coast of Louisiana, which supports very large and important commercial fisheries as well as a highly developed petroleum industry. Statistics showed no decline in catches of shrimp, crabs, and fish concomitant with the development of the petroleum industry (36). A decline in the oyster harvest coincident with the expansion of the petroleum industry in the 1940 ' s has been at- tributed to an oyster disease and not oil. These study results should be used cautiously since they do not represent precise reporting. They fail to take into account the changing effort and technological ad- vances of fisheries and are generally not available for the localized areas in which pollution may be intense. In the Gulf of Mexico, where oil and gas operations have continued for 25 years, no significant long-term changes in fish catch have been noted. However, the record catches of 1954 have never been exceeded, and recent studies at Texas A & M University indicate that the fish catch has remained high as a result of the increased effort. Shrimp catches in the last few years have been declining both in total catch in waters and catch per effort ( 37) . The long history of oil production on the Gulf Coast has not indicated that significant impacts on the gulf fisheries has resulted, but the data is inconclusive on the possibility of important local effects. f. EFFECTS ON PLANKTON Few observable effects of oil spills on the small, passively drift- ing plants and animals composing plankton have been uncovered in post- spill investigations. Some kills were observed during the Torrey Canyon spill among phytoplankton (plant plankton), but none among the zooplank- ton (animal plankton). It was found that the heavy use of chemical dis- persants complicates the issue. Studies following the Santa Barbara off- shore oil rig blowout could detect no harmful effects on phytoplanktonic 4-40 productivity (38) or zooplankton populations (39). However, because plankton are passively carried about by water currents, it would be very difficult to discern effects in the field especially in open waters like the Santa Barbara Channel. Zooplankton surveys following the ARGO MER- CHANT spill found mandibular contamination and oil present in the gut and natural oil storage areas. Laboratory experiments have generally produced more tangible results, although the degree to which these re- sults may be extrapolated to natural conditions is open to question. These results indicate that there is a possibility of both stimulation and inhibition of photosynthesis in areas subject to chronic oil pollu- tion or in the immediate vicinity of a heavy oil spill. The larvae or young of many benthic and fish species spend time as members of the zooplankton. They are often much more susceptible to toxi- cants than adults. Larvae of the intertidal barnacle (Elminius modestus) were shown to be killed by 100 parts per million (ppm) of fresh crude oil (40). Crude oils have also been shown to be toxic to the planktonic eggs and larvae of some fishes, including cod and herring (41). In addition to potentially acute effects of oil spills on planktonic organisms, there has been concern about the long-term effects of floating oil and tar lumps, which have become alarmingly common on the high seas. If the concentrations of petroleum hydrocarbons in ocean surface waters are being increased by shipping discharges or atmospheric input, there would certainly be concern for the near-surface plankton so important to oceanic productivity. Data on hydrocarbon concentrations in seawater are remarkably scant and historical data are nonexistent, thus making it im- possible to predict future trends and effects of oil on the oceanic eco- system. g. EFFECTS ON NEUSTON ( 11) Neuston is the assemblage of organisms which live right at or within 5 to 10 centimeters beneath the surface of the sea. Some research is now in progress in Bermuda on the effects of floating oil on the Sargassum community. Unfortunately, the ecology of neustonic organisms is yery poorly known, and the effects on it of floating oil can only be surmised. 4-41 However, it can be generally felt that if the oil sheen is visible, the fouling potential from the dissolved and dispersed oil fractions would be sufficient to eradicate or severely impact this community. h. EFFECTS ON INTERTIDAL ORGANISMS (ll) Spilled oil has its most visual effects on the intertidal environ- ment. Oil may smother, foul, or directly poison intertidal organisms. Reports of the effects of direct oil poisoning vary from "non-existent" to "extremely damaging." The differences seem in part due to the type of oil spilled, which determines both the toxicity and the degree of contact with fresh oil slicks. Even crude oils differ in their toxicities to in- tertidal organisms (24). General oil spill impacts have varied from slight to moderate, and the communities have partially recovered within a few years. The resis- tance and resilience to oil is attributed to: (1) the hardiness of inter- tidal organisms, (2) their rapid reproduction, and (3) the relatively ra- pid removal of oil from the intertidal zone by waves. The use of cosme- tic clean-up techniques - such as toxic dispersants, steam cleaning,. and straw on certain oiled shores has been demonstrated to cause greater mor- tality or slower regrowth. Most biologists who have experience with the effects of such techniques recommend no attempt at removal unless clearly necessary, and then only with absorbents or by scraping away oily sand (ll). Investigations of the beach self-cleaning processes and the biological recovery of the bunker C spill in Chedabucto Bay in Nova Scotia are shown in Figure IV-6. This figure indicates the intricacies of the beach as well as the species involved in analyzing the beach recovery processes. As indicated, the vegetal species, kelp Fucas visicu- losus and salt marsh cordgrass Spartina atteni flora, showed a moderately rapid recovery whereas the soft shelled clam Mya arenaria was still being impacted by the beaches' interstitial water hydrocarbon content. 1. EFFECTS ON SEABED ORGANISMS (11) Oil has a distinct affinity for sediment particles, especially clay 4-42 \ \ \ \ 1 1 1 f / ' \ S / / \ \ / ' \ \ N \ \ > \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / 1 / / / / / / / / § 1 t */ si 21 * 1 £' © / .*/ «# 3* */ \ &/ £ ' 1/ 3\ $ SI 3i\ o/ ^1 2 » ?/ 1/ If v- \ VI 1 ■*7 5 ' tu/ O 1 %\ */ 1 1 / I / / / / / y^ / / / S^ / / a/ 1 \ \ / / ^sy I / / I / \Z— / t / 1 1 — ok" I UJ2 O 0_ 5 N > Og| 2gl co eo° Z d 1 V o«r o d o d §1 LU Q OCZ 4-83 given to additional factors in the hazard profile or to special charac- teristics of the substance. Category C . Substances which are slightly toxic to aquatic life (as ex- pressed by a Hazard Rating 2, defined by a TL of 10 or more, but less than 100 ppm); and additionally certain substances which are practically non-toxic to aquatic life (as expressed by a Hazard Rating 1, defined by a TL of 100 ppm or more, but less than 1,000 ppm) when particular weight m is given to additional factors in the hazard profile or to special char- acteristics of the substance. Category D . Substances which are practically non-toxic to aquatic life, (as expressed by a hazard rating 1, defined by a TL of 100 ppm or more, but less than 1,000 ppm); or cause deposits blanketing the seafloor with a high biochemical oxygen demand (BOD); or are highly hazardous to human health, with an LD,-q of less than 5 mg/kg; or produce moderate reduction of amenities because of persistency, smell, or poisonous or irritant char- acteristics possibly interfering with use of beaches; or are moderately haz- ardous to human health with an LD 5Q of 5 mg/kg or more, but less than 50 mg/kg and produce slight reduction of amenities. Other Liquid Substances . Substances other than those Categories A,B,C, and D above. Representative chemicals and their respective pollution categories are given in Table IV-18. (3). U.S. Coast Guard (69) . The National Academy of Sciences, National Research Council's Committee on Hazardous Materials assisted the U.S. Coast Guard in developing a hazard evaluation system for bulk dangerous cargoes and assigning suitable ratings. The results of the Committee's study are summarized in the report, "Evaluation of the Hazard of Bulk Water Transportation of Industrial Chemicals - A Tentative Guide," pub- lished 1n 1966 and revised 1n 1969, 1970, and 1972. The ratings repre- sent the overall hazard potential connected with the bulk waterborne shipment of specified industrial chemicals. 4-84 Table IV-18 A SAMPLE OF NOXIOUS LIQUID SUBSTANCES CARRIED IN BULK SUBSTANCE UN NUMBER POLLUTION CATEGORY FOR OPERATIONAL DISCHARGE RESIDUAL CONCENTRATION (PERCENT BY WEIGHT) (REGULATION 3 OF ANNEX II) (REGULATION 5(1) OF ANNEX II) (REGULATION 5(7)OF ANNEX II) 1 II III OUTSIDE SPECIAL AREAS IV WITHIN SPECIAL AREAS -ACETALDEHYDE 1089 C -ACETIC ACID 1842 C -ACETIC ANHYDRIDE 1715 C ^ACETONE 1090 D -ACETONE CYANOHYDRIN 1541 A 0.1 0.05 -ACETYL CHLORIDE 1717 C -ACROLEIN 1092 A 0.1 0.05 -ACRYLIC ACID* - C -ACRYLONITRILE 1093 B -ADIPONITRILE - D -ALKYLBENZENE SULFONATE (STRAIGHT CHAIN) C (BRANCHED CHAIN) B -ALLYL ALCOHOL 1098 B -ALLYL CHLORIDE 1100 C -ALUM (15% SOLUTION) - D -AMINOETHYL- ETHANOLAMINE (HYDROXYETHYL- ETHYLENEDIAMINE)* - D ETC. INDICATES THAT THE SUBSTANCE HAS BEEN PROVISIONALLY INCLUDED IN THIS LIST AND THAT FURTHER DATA ARE NECESSARY IN ORDER TO COMPLETE THE EVALUATION OF ITS ENVIRONMENTAL HAZARDS, PARTICULARLY IN RELATION TO LIVING RESOURCES. n Convention, Annex I! The hazard evaluation is based on four main classes of hazards: fire, health, water pollution, and reactivity. A brief description of the hazards follows, including a general scheme of the system as shown in Table IV-19. The specific National Academy of Sciences (NAS) hazard ratings of a representative sample of chemicals transported under various transport conditions is given in Table IV-20. Fire Hazards . Chemicals are classified as having a fire hazard if prop- erties are such that they may ignite or may spread a fire during bulk water transportation. Ratings are based principally on flash points; however, other factors may be considered and the rating raised or lowered accordingly if the chemical represents a hazard unlike the hazard of hydrocarbons. Chemicals having such unique hazards include: (1) chemi- cals such as halogen-, nitrogen-, or sulfur - containing compounds that evolve noxious gases in burning; (2) chemicals having exceptionally high or low ignition temperatures; and (3) chemicals that ignite spontaneously on contact with air or water. Health Hazards . Health hazards are classified as originating from (1) gases, vapors, fogs and mists of liquids that produce eye, skin, or res- piratory irritation; (2) liquids or solids that produce eye injury or skin burns upon direct contact; and (3) chemicals that produce systemic poisoning when absorbed by inhalation, skin absorption or ingestion. Water Pollution . Since large quantities of bulk chemicals are trans- ported on inland waters, there is a serious possibility of impacting potable water supplies when chemicals are spilled. Water pollution rat- ings reflect the degree of concern that arises when chemicals are spilled or dumped in U.S. waters. A wide variety of problems arise from such occurrences. These are: municipal potable water systems may be rendered unfit for consumption; fish and other aquatic life may be killed; waters in streams or on beaches may be contaminated making them unfit for recre- ational purposes; or noxious odors or vapors may evolve from the spill to contaminate the atmosphere in areas nearby. The water pollution characteristics of chemicals are rated in three ways: (1) human toxicity, (2) aquatic toxicity, and (3) aesthetic effect. 4-86 > DC a> c/j 3 < a < K O FLASH POINT BELOW 100°F, B.P. BELOW 100°F SEVERE EFFECT; MAY DO PERMANENT INJURY SECOND-DEGREE AND THIRD-DEGREE BURNS SEVERELY TOXIC TOXIC CHEMICALS; LD50 50 mg/kg THRESHOLD LIMITS BELOW 1 ppm HEAVY OILS, COLORED OR MALODOROUS REACT WITH EACH OTHER AND ALL OTHER GRADES VIGOROUS REACTION; LIKELY TO BE HAZARDOUS SELF-OXIDIZING CHEMICAL; CAPABLE OF EXPLOSION OR DETONATION Q < DC (3 FLASH POINT BELOW 100°F, B.P. ABOVE 100°F IRRITATING; CANNOT BE TOLERATED SECOND-DEGREE BURNS, FEW MINUTES EXPOSURE MODERATELY TOXIC MODERATELY TOXIC; LD50 50-500 mg/kg THRESHOLD LIMITS 1 TO 100 ppm LIGHT-COLORED HIGH-BOILING OILS; ODOROUS WATER- SOLUBLE COMPOUNDS REACT WITH EACH OTHER AND WITH THOSE OF GRADES 2 AND 4 MORE VIGOROUS REACTION; MAY BE HAZARDOUS VIGOROUS SELF- REACTION; REQUIRES STABILIZER a < IX u FLASH POINT 100 TO 140°F MODERATE IRRITA- TION; TEMPORARY EFFECT FIRST-DEGREE BURNS, SHORT EXPOSURE INTERMEDIATE TOXICITY SLIGHTLY TOXIC; LD 50 0.5 to 5 g/kg THRESHOLD LIMITS 100 TO 1,000 ppm MILD-ODORED, COLORLESS, WATER INSOLUBLE OILS; B.P. 150-450°F REACT WITH GRADES 3 AND 4 MODERATE REACTION WILL UNDERGO SELF- REACTION IF CON- TAMINATED; DO NOT REQUIRE STABILIZER Q < ce C3 CLOSED CUP FLASH POINT ABOVE 140°F SLIGHT EFFECT CAUSES SKIN SMARTING SLIGHTLY TOXIC PRACTICALLY NON- TOXIC; LD 50 5-15 g/kg THRESHOLD LIMITS 1,000 TO 10,000 ppm MILD-ODORED LIGHT OILS AND SOLUBLE CHEMICALS REACT ONLY WITH GRADE 4 MILD REACTION; UN- LIKELY TO BE HAZARDOUS MILD SELF-REACTION UNDER SOME CONDITIONS o Q < DC O NO HAZARD NO EFFECT NO EFFECT NO EFFECT NONTOXIC; LD 50 15 g/kg ACUTE THRESHOLD LIMITS ABOVE 10,000 ppm NO SIGNIFICANT POLLUTION; GASES AND ODORLESS LIQUIDS INACTIVE; MAY BE ATTACKED BY GRADE 4 NO REACTION NO REACTION 8 < Q < < I FIRE HEALTH VAPOR IRRITANT LIQUID OR SOLID IRRITANT POISONS WATER POLLUTION HUMAN TOXICITY AQUATIC TOXICITY AESTHETIC EFFECT REACTIVITY OTHER CHEMICALS WATER SELF-REACTION 4-87 > > < OC x NOiiovaa-dTas x aaiVM = S1V0IW3H0 H3H10 ° o o o Z aiioixox ouvnov > A1I3IX01 NVI/VHH CO CO - o < > SNOSIOd ±iw±iaai = anos/ainon - INVIIHUI UOdVA « * «» - ■ oc - • " - 5 i z < < z o 2 co SI 3 •8 JO Sg 51 tc ID oc OC < 2 g I - " te K Zr«. H £2 OQ ^"< S Ouj < Oce J. si OC .UJ 3 |l 5< _i< 2 o 3 "- 1 3« H 2£ 1- II Z UO 11! Hi. im pa ocO< <*■ 2wo ' o S; uj> HO- O IO it I 55 38 *S si! oc>o < S = o o >18 5 E gig Oguj a o< < ococ *8« 2 > < _j i-z m °% I 3£g - 1 lie I •* o ,oo § °oco = oaz lis Reactivity. This class of hazard arises from the susceptibility of chem- icals to undergo a chemical reaction under the conditions of bulk water transportation. Three types of hazards are considered: (1) the reaction of chemicals with each other; (2) the reaction of chemicals with water; and (3) self-reaction, usually polymerization or decomposition. (4). Environmental Protection Agency (70 ). The Environmental Protection Agency's Oil and Hazardous Materials Technical Assistance Data System (OHM-TADS) is an automated information retrieval file designated to fa- cilitate rapid retrieval of information on 1,000 oil and hazardous sub- stances. The prime function of the files is to provide immediate feedback of information on hazardous substances to spill response team personnel. Individual segments contain both numerical data and interpretive com- ments. These can serve as background for decision-making and guidelines to initiate corrective action. The completed files can also be used as a source of diverse informa- tion on hazardous substances as a whole, allowing research and enforce- ment authorities to assess areas where more work or stricter regulations are needed. The system includes a wide variety of physical, chemical, biological- toxicological , and commercial data. However, the greatest emphasis is placed on the deleterious effects these materials may have on water qual- ity. 5. EFFECTS OF CHEMICAL SPILLS ON HUMAN HEALTH a. OVERVIEW Since accidental losses of chemicals from bulk waterborne carriers occur on or in the water, human exposure can occur either directly through bodily contact of the liquid, solid, or vapor state, or indirectly through ingestion via drinking water or the food chain. Human health im- plications of such exposure have been carefully considered and rated by GESAMP (66) the U.S. Coast Guard (69). IMCO (60), and EPA (70). The following subsections discuss human health implications of noxious and hazardous substances. b. CHEMICAL POISONS Poisonous chemicals gain access to the body through inhalation (e.g., chlorine, chloroform, carbon tetrachloride, oleum, oxygen difluoride, and tetraethyl lead), oral ingestion (e.g., DDT, ethyl mercury, and dieldrin), and skin absorption (e.g., carbon tetrachloride, acrylonitrile, and ana- line). The type and severity of the toxic effects are dependent upon the particular chemical and its concentration in the body. Chemicals are also considered poisonous if they are anesthetics or narcotics or have a cumulative toxic effect, as well as if they are acutely toxic. c. LIQUID AND SOLID IRRITANTS Some hazardous substances will chemically "burn" or irritate human skin as a result of contact in the liquid or solid state (e.g., caustic soda, hydrochloric acid, hydroflouric acid, nitrogen tetra-oxide, and phenol). Chemicals which burn the skin are also severe in their effects on the eyes and membranes. Burns arising from heat (if in hot molten state) or cold (if in refrigerated state) can also occur. d. VAPOR IRRITANTS This type of hazard involves the toxicological effect of vapors and fumes evolved from the chemical and not to splashes of the liquid itself. The class includes gases, or those chemicals which emit vapors or fogs irritating to the skin or the mucous membranes of the eyes, nose, throat and lungs (e.g., n-butyraldehyde, carbon disulfide, cresols, diamino propane, dichloroethane, hydrocyanic acid, and hydrogen peroxide). When present in lower concentrations, many of the inhaled poisons mentioned above under chemical poisons fit into this class. 4-90 6. EFFECTS OF CHEMICAL SPILLS ON AQUATIC ORGANISMS a. OVERVIEW Effects of chemical spills on aquatic organisms have been classed into two general categories: (1) direct or acute toxic effects upon or- ganisms; and (2) sublethal effects, including chronic toxicity. An ele- ment is said to be toxic if it injures the growth or metabolism of an or- ganism when applied above a certain concentration (72). Definitions of direct, acute and chronic toxicity adopted for use herein are those ex- pressed by McKee and Wolf (73). Acute, or direct, toxicity is defined as the lethal action occurring within a period of 96 hours or less, while chronic toxicity involves deleterious effects which may not be evident for weeks, months or longer. Sublethal effects include the broad spec- trum of direct and indirect effects, including chronic toxicity, which may occur in the aquatic environment as a result of chemical introduc- ti on . b. DIRECT TOXIC EFFECTS Direct toxic effects on aquatic organisms of a particular chemical have been found to vary both among species and between life stages of particular species (74). Portmann (75) concluded, as a result of his studies of 160 "pollutants" and review of the literature, that fish lar- vae are more sensitive than fully grown adults with LC 5Q (the concentra- tion required to kill 50 percent of the animals in 48 hours) values vary- ing by a factor of 3 to 100 times. He also observed that phytoplankton species appear to be more susceptible than adult marine animals. The most important mode of toxic action is thought to be the poison- ing of enzyme systems (72)- For example, the outstanding toxicity of electronegative metals, notably copper and mercury, is related to their great affinity for amino, imino and sulfhydryl groups, which are doubt- less reactive sites on many enzymes. In view of the large number of enzymes in living cells, great vari- ations of chemical toxicity levels are to be expected. Other modes of 4-91 toxic action result from: (1) behavior of pollutants as antimetabolites (2) formation of stable precipitates or chelates with essential metabolites; (3) catalyzation of the decomposition of essential metabol- ites; (4) combination with the cell membrane with resultant affectation of its permeability; and (5) replacement of structurally important elem- ents in the cell with subsequent failure to function (72). The extent of toxic effects is also regulated by the particular phy- sical and chemical properties of the chemical as it interacts with en- vironmental variables. For example, the toxicity of hydrogen cyanide will increase with a decrease in hydrogen ion concentration (pH), or with an increase in temperature (72 ) . Chlorinated hydrocarbon pesticides are most toxic during summer rather than winter temperatures, and at least one of the common detergents becomes decidedly more toxic to fish as sali- nity levels increase (72). Spill location is also important. For ex- ample , insoluble, lighter than water substances may be more persistent in colder climates, where chemical and bacterial degradation is slow. Under such conditions accumulation can occur to create a hazard to aqua- tic life and wild life, (e.g., seals, polar bears, and other mammals liv- ing on and under the ice) (66). Reactions of introduced chemicals with dissolved organics and in- organic materials 1n the receiving waters may result in neutralization, synergism or antagonism of one substance by another. These interactions 1n turn determine the ultimate effects on the aquatic organisms (66, 69). The toxicity of heavy metals, which are less toxic in seawater than in freshwater, 1s regulated 1n this manner. In some instances, such as with endosulfan, the toxicity is actually higher 1n saline water than in fresh water (66). These relationships are particularly important when chemical losses occur in already polluted areas, since the lost materials will tend, in some cases, to synergize and, in others, to antagonize the effects of existing pollutants. Where synergism occurs the net effect would gener- ally be increased toxicity to already stressed organisms, and perhaps mortality, which might not have resulted from a spill occurring under 4-92 the original pollution conditions. In the case of antagonistic interac- tion, the net effect might occasionally be beneficial, since toxic ef- fects would be at least temporarily reduced. Predictability of synergism and antagonism is difficult since little is understood about the basic mechanisms or fundamentals governing these processes (73). Direct toxic effects are regulated to a large degree by the life his- tory characteristics of organisms. In the sea, dilution of wastes is frequently very rapid so that levels which are directly toxic to fish are found only in the immediate vicinity of the point of discharge and usu- ally persist for a relatively short period of time (76)- Most fish species have the capacity to swim away from such short term toxic concen- trations, although they do not always do this, and indeed, may be at- tracted by certain substances (76). Visual evidence of fish kills is generally transient, since dead and dying fish sink, are carried away by currents, or are eaten by sea birds. Lobster, crab, and shrimp can move away from unfavorable areas (although relatively slowly) (76). As a result of their immobility, oysters, mussels, and cockels have to cope with anything brought to them by tides, currents, or winds. If necessary these organisms have a temporary defense mechanism of being able to close their shells and exclude poisonous substances for several hours or even days. Losses are most likely to occur in estuaries and shallow semi- enclosed coastal bays and inlets where both the volume of water and capacity for quick dilution or dispersal are limited (76). c. SUBLETHAL EFFECTS As used herein, the term sublethal effects is that described by Mitrovic (77) and refers to effects of all concentrations not necessarily lethal for individuals, even at prolonged exposures, but which increase the population mortality, decrease its size or change its composition. The effect on aquatic organisms of small quantities of various toxic materials, although generally less apparent than sudden fish kills, may be even more harmful. This circumstance demonstrates why it is diffi- cult to establish safe concentrations of toxic substances (77)- Sub- stances most likely to cause long-term effects at low concentrations are 4-93 those which are persistent in the environment and are accumulated in animals and plants or in the bottom sediment (76). Lists of these sub- stances have been cited by GESAMP (66), Idler (78), and USCG (69). Sublethal concentrations of chemicals or their reactant products may affect reproduction in many different ways. Induced abnormal development of embryos may result in deformed or non-functioning larvae, which cannot survive hatching. Reproduction may be influenced by induced behavioral changes in the adults during the mating season. Adult behavior and the production of egg nutrients and egg shells may all be affected by change of hormone function and enzyme activity (79). Alderson (80) found that very low levels of chlorine would produce significant larval and egg mortalities (e.g., LD 5Q 0.024-0.34 ppm for larvae and 0.07-0.12 ppm for eggs.) Davis (79) cited a study by Kinne and Rosenthal which showed that in concentrations of FeS0 4 and H^SO. as low as 1:32,000, the percentage of successful fertilization of herring (Clupea harengus) eggs was re- duced, embryonic growth rate was retarded, the embryonic heat frequency was enhanced (stress), the duration of incubation was decreased, the per- centage of successful hatchings was reduced, and the occurrence of structural abnormalities in the hatchings was increased. Nutrient-containing or yielding chemicals may lead or contribute to eutrophi cation in some waters. This tends to be truer in enclosed water areas, particularly in the tropics. Since bacterial activity has been demonstrated to be temperature dependent (66) it is anticipated that de- gradation of spilled chemicals will be most rapid in warm tropical wa- ters and slowest in cold arctic waters. Chemicals which are readily bio- degradable in temperate waters, may, due to temperature- related persis- tence, have significant long-term consequences in the arctic (66). Com- pounds exhibiting high biological oxygen demand (BOD), such as molasses, can have chronic, as well as acute, toxic effects, particularly in trop- ical and semi-tropical waters (66). Many chemicals or their reactants will find their way to the bottom. For example, colloidal clay suspensions, available from inflowing fresh 4-94 water run-off, will absorb certain chemicals, including nutrients and pesticides, which in turn will reach the bottom as the clay is flocculat- ed on mixing with seawater (66). Others will be deposited after reac- tion with plankton and other suspended organic matter. Some, such as phosphorous, tetraethyl lead, and liquid sulfur, will sink to the bottom since they are heavier than seawater and not highly soluble. Once at the bottom, substances such as heavy metals, pesticides, and nutrients are incorporated in the sediments where they may cause toxic effects on benthos and other organisms frequenting the water mass near the bottom. However, it does not necessarily follow that the chemical has found a final resting state, since oxidation-reduction reactions may cause them to be released or currents may transport them to other loca- tions . Ranchor (81) reported on the release of waste acid off Helgoland (German Bight) containing about 10% H^O^, 14% FeS0 4 and also mineral pollutants. Bottom samples showed a loose mass of Fe (III) oxide-hydrate flakes floating above the sediment. Under laboratory conditions, this waste acid was found to have harmful effects even in great dilution. How- ever, field studies were not so conclusive. Although fauna! collections indicated a change in benthic species composition, it was considered im- possible to prove any harmful effect to the macrofauna. Some macrofaunal species, originally scarce in the research area, now exist there in great numbers, making up more than 50% of the total organisms. This could be due to the natural processes, or it may have been favored by the waste disposal. Chemicals which cause suspensoids may, on occasion, signifi- cantly reduce light penetration and, in so doing, affect the growth of bottom algae and reduce phytoplankton production (76). Avoidance reactions to various toxic chemicals have been observed for both fish and other organisms. These reactions impact organisms in various ways. For example, Portmann (75) found that European brown shrimp (Crangon crangon) were able to detect and escape from 3.3-10 ppm of HoSO, and 10-33 ppm of phenols, indicating that this species can through avoidance probably escape direct toxicity from spill incidents. Chemical losses may have significant impacts when they cause avoidance 4-95 reactions at critical times or locations. Mitrovic (77) cited a study by Kalakiner which concluded that fish would not inhabit parts of a river with phenol content higher than 0.2 mg/1, while Ishio (82) described an imbalanced fish distribution in the Onaga River (Japan) where parts of the river were polluted by coal-washing wastes containing phenol in con- centrations 0.024-0.1 mg/1. Elson (83) concluded that slow upward pas- sage of Atlantic salmon (salmo solar L.)through the Miramitchi River (Canada) appears to be attributed to the Miramitchi's burden of indus- trial pollution. Some substances often accumulate in organisms or bottom sediments from which they can be taken up by bacteria and bottom-living organisms (67), Once accumulating in the food chain, they may eventually reach concentrations of sufficient level to harm the involved organisms 'life history stages. Through concentrations in parts of fish and shellfish, the substances may result in public health hazards and economic losses due to tainting problems. Substances most commonly implicated in taint- ing of fish and shellfish are oil, phenols and cresols (76). Since chemicals may be washed ashore at any point and may be depos- ited directly on the inter-tidal zone, the filter-feeding shellfish such as mussels and oysters are most frequently affected although lobsters and crabs may be similarly affected. Idler (78) cites a study by Nitta which concludes that bitter tastes from soft clams in a river estuary may be due to the presence of polluting metabolites of aromatic compounds. 7. VAPOR HAZARDS ASSOCIATED WITH THE SEA TRANSPORT OF CERTAIN CHEMICALS IN BULK (84) This section considers the potential hazard resulting from the inad- vertent release of certain chemical cargoes which subsequently give rise to a fire, explosion, or toxic vapor condition. The conditions leading to the release of the cargo are not discussed; only the potential magnitude or extent of the hazard is considered. The most serious hazards are vap- ors from liquefied gas releases. For example, liquefied petroleum gas (LPG) presents a potential fire and explosion hazard, liquefied natural gas (LNG) a fire hazard (explosive only if confined), while ammonia and 4- 96 chlorine pose toxic hazards. It is important to bear in mind that, where- as atmospheric concentrations on the order of 25,000 parts per million (ppm) can indicate flammable hazards, concentrations as low as 100 ppm can pose serious toxic problems. Table IV-21 gives pertinent physical properties and shipping hazards of these chemicals. It can be seen from the Table that the individual properties of the substance have marked effects on both the nature and severity of the hazard. a. EXTENT OF VAPOR HAZARDS Following an inadvertent spill of a liquefied gas on water, rapid vaporization takes place immediately, primarily due to heat input from water. Normally the heat from the atmosphere is much less and can be neglected. Since the resulting vapors are carried downwind, it is neces- sary to know the extent or range of flammable or toxic concentrations. As previously indicated, typical flammable concentrations are on the order of 100 times greater than toxic concentrations. Therefore, for vapors of comparable density, the downwind toxic hazard spread will be much greater than the flammable hazard. LPG vapor dispersions from spills on water have not been reported although LPG vapor dispersion and fire radiation tests are now being conducted for the U.S. Coast Guard at the Naval Weapons Station, China Lake, California. Since LPG vapors are much heavier and possess a lower flammable limit in comparison to LNG vapor, it is possible that the ex- tent of flammable vapor concentrations downwind for LPG could be greater than for LNG. However, LPG has a lower vaporization rate (.03 vs. .04 LNG vapor dispersions from spills on water have been the subject of extensive, independent studies by the U.S. Bureau of Mines Safety Re- search Center (85) for the U.S. Coast Guard, Exxon Research and Engineer- ing Company (86) and the Thorton Research Centre of Shell Research 4-97 >< 2- E*. Oo z o Liquefied gas. Greenish yellow. Irritating, bleach-like choking odor Sinks and boils in water. Poisonous, visible vapor cloud is produced. i p U 1 S «-= pj Not flammable. Not flammable. Not flammable. 10 <§_ 20C< 111 E 1 Liquefied gas Colorless, Ammonia odor Floats and boils on water. Poisonous, visible vapor cloud is produced. <3 1 " 6'S 6 3 1 J< 2 (9 2 Liquefied gas. Colorless, Odorless or weak skunk odor Floats and boils on water. Flammable visible vapor cloud is produced. cS 1 £ d = d j | 1 7 u. 2 « g <* o o o o o o < Si ||5 ■ i 1 c Liquefied gas. Colorless, Weak odor; may have skunk odor added. Floats and boils on water. Flammable vapor cloud is produced. o o °o S ^ i «"-* d — 8 IS ».i * CD aa o= .- Propane, -156°F Butane, - 76°F Propane, 2.2 - 9.5% Butane, 1.8-8.4% Propane, 871°F, Butane, 761°F <* o o o o o o 8 E i- o < oc < I s 2 O 2 > 2 O s s o 2 o E is a PHYSICAL & CHEMICAL PROPERTIES PHYSICAL STATE AT 15°C and 1 atm. BOILING POINT AT 1 atm. SPECIFIC GRAVITY VAPOR (GAS) SPECIFIC GRAVITY FIRE HAZARDS FLASH POINT FLAMMABLE LIMITS IN AIR IGNITION TEMPERATURE NAS HAZARD RATING FOR BULK WATER TRANSPORTATION FIRE HEALTH VAPOR IRRITANT LIQUID OR SOLID IRRITANT POISONS WATER POLLUTION HUMAN TOXICITY AQUATIC TOXICITY AESTHETIC EFFECT Ex 3d « r O 0.08 ppm/168 hr/trout/ TL m /fresh water 10 ppm/1 hr./tunicates/ killed/salt water Data not available Zcc< II s < 0.3—0.4 ppm/*trout fry/ toxic or lethal/fresh water 0.7 ppm/6.5 hr/rainbow trout/toxic or lethal/ fresh water 120 ppm 120 ppm Not pertinent None Mi z None < S = " OO" 1- o o o None i EC < a < X REACTIVITY OTHER CHEMICALS WATER SELF-REACTION WATER POLLUTION AQUATIC TOXICITY WATERFOWL TOXICITY BIOLOGICAL OXYGEN DEMAND (BOD) FOOD CHAIN CONCENTRATION POTENTIAL 4-99 Limited (87) in behalf of the American Petroleum Institute. The Shell tests were conducted on a laboratory scale,whereas the Bureau of Mines and Esso studies included much larger field tests. Results of the Shell test vaporization rates varied from 0.006 to 0.040 Ib/sec-ft .with the latter value being the maximum observed, and the Bureau of Mines and Esso test results were 0.032 to 0.037 Ib/sec-ft and 2 0.04 lb/sec-ft .respectively. Other small-scale tests performed inde- pendently by Continental Oil Company, Massachusetts Institute of Techno- logy and University Engineers tend to confirm the results first reported by the Bureau of Mines. To circumvent this apparent discrepancy in evaporation rates which introduces at least a factor of two in the downwind dispersion distances, it was decided to calculate downwind dispersion distances for continuous steady state spills on water. The results of these calculations are summarized in Figure IV-9. This calculation technique is similar to that used by the Bureau of Mines. The concentrations reported in Figure IV-9 are time averages. How- ever, it has been observed that the concentration at any point undergoes a variation due to atmospheric fluctuations. Therefore, it is necessary to establish the magnitude of this fluctuation, which is commonly refer- red to as the peak- to-average concentration. The extent of the flammable region should be based on these peak concentrations, rather than the time- average values. The peak- to average concentration is a function of sev- eral variables, including wind speed and atmospheric conditions. The peak- to-average concentration can vary from more than 10 to 1 for unstable atmospheric conditions down to about 1.5 to 1 for stable con- ditions. Stable atmospheric (Brookhaven D) conditions usually result in a long downwind range and are used for "worst-case" hazard evaluations so the error involved in omission of the peak- to-average values is not crit- ical. In addition, the uncertainties in the many other parameters which govern the extent of vapor dispersion is not as important for toxic vapor dispersions because the toxic limits are average values for periods rang- ing from a few minutes to several hours. 4-100 \ 1 I 1 .11 1 | 1 1 1 1 \ - - \ - - " - - - \ >- - D VELOCI 6 KNOTS \ \ Z - \ V - - - - >-\ \ - Oh \ \ >i \ \ Ow \ \ S \ \ - - " CO 2 V HfiO \ " O ' uj -iO> < 2 UJ - 5>< \ \ - " eco \ V oo LUCE 1- CO HI S 1 1 1 1 1 ill 1 III i i -§ 52 > w ii 9o Z OL 1> M < _i ■D 3 C 00 UJ Uj m o 5si 11 cc< Q o -1? in .5 -"S §)(J E< 3 Z CO -I U.U- £ Ou- eo O * So § (sj9*9iuo|!>D liwn 3TaVWIAIV1d H3AAO! Ol 30NV1SIQ 4-101 Chlorine vapor dispersions following a spill on water pose a severe toxic hazard in that an exposure to a concentration of 100 ppm for a min- ute or so can be extremely dangerous. In 1970 the U.S. Bureau of Mines Safety Research Center released a report on the hazards of marine trans- portation of liquid chlorine (85). Since the density of chlorine gas is more than twice the density of air, chlorine vapors tend to layer on the surface during downwind dispersions. Even though chlorine is soluble in water, the Bureau of Mines reported little evidence of chlorine absorp- tion at the water interface. Figure IV-10 shows the predictions by University Engineers for the steady-state downwind travel of vapors hav- ing a concentration of 100 ppm as a function of a continuous spill rate. Stable (Brookhaven D) atmospheric conditions and a wind velocity of 3 knots was used for this calculated estimate. Corrections for vapor den- sity effects were not included. This figure dramatically illustrates that even minor releases of chlorine vapors cannot be tolerated, parti- cularly since concentrations of 100 ppm are five to ten times higher than what is considered dangerous for exposures of one-half hour duration. Since the lower flammable limit of ammonia is about 160,000 ppm as compared to a toxic concentration of 1,000 ppm (for very short durations of a few minutes), ammonia vapor dispersions should be classed primarily as a toxic hazard. In contrast tc chlorine and LPG, ammonia vapors are less dense than air; therefore, they will tend to layer less and disperse vertically due to the effects of buoyancy. Figure IV-11 summarizes the predictions by University Engineers for the downwind travel of a vapor cloud having concentration of 1,000 ppm. For these calculations, it was assumed that 85 percent of the ammonia spilled on water vaporizes, and the remainder dissolves in the water. D. SPILL PROBABILITY AND RISK A survey by the Oceanographic Institute of Washington (88) of tanker casualties for seven major port areas in the United States (for the time frame 1969-1972) found there is a good correlation between tanker casu- alties and tanker trips. The port areas are as follows: 4-102 &s -J II o o< LU 7 (sjeiaiuo|!>|) Wdd 001 01 30NV1SIQ 4-103 J_J_ oc z _iO -I s IS < Oo Si u. co u- CC LU Ul _ D (Simmon*) lAIdd OOOl Ol 30NV1SIQ 4-104 New York, including the ports of New Haven and Bridgeport, Conn., and Port Jefferson and New York, N.Y.; Delaware Bay, encompassing that area extending from the mouth of the Delaware River upstream to Trenton, New Jersey, includ- ing the ports of Philadephia, Trenton, and others; Chesapeake Bay, including the ports of Baltimore and Hampton Roads, all associated entrances and approach channels; Gulf Coast, including all U.S. coastal ports from the Mexican border to the Sabine-Nachez Waterway; Los Angeles/Long Beach, including the ports of Los Angeles, Long Beach, San Diego, and associated waters; San Francisco, including all ports located inland of the entrance to San Francisco Bay; Puget Sound, including that area from the Columbia River to Cape Flattery, the Strait of Juan de Fuca, Puget Sound, and northern waters to the Canadian border. The results of their analysis indicated that there is no signifi- cant difference among the mean casualty rates for various years. They also showed the casualty rates are constant from one U.S. port to the next. By combining U.S. Coast Guard casualty data with the cargo volume throughput and vessel trip data compiled by the U.S. Army Corps of En- gineers (Waterborne Commerce in the United States), it was possible for the Institute to define a relationship among the three variables, i.e., casualties, cargo volume throughput and vessel trips. Figures IV-12 and IV-13 illustrate the results of this procedure. In Figure IV-12* ad- justed casualties include all casualties involving U.S. flag vessels greater than 7000 DWT. Adjusted trips include all vessel round trips by tankers under U.S. flag registry. Since data pertaining to vessel trips in U.S. ports is not compiled in a form that differentiates between ves- sel registries, the following relationship was assumed: Total Bulk Petroleum waterborne No. U.S. Flag Tanker Roundtrips _ Commerce (excluding Foreign Commerce ) Total No. of Tanker Roundtrips Total Bulk Petroleum Waterborne Commerce 1 1 1 1 1 1 1 1 1 1 1 1 .' GULF COAST > . - - _ _ . / NEW YORK . - SAN FRANCISCO / • / DELAWARE BAY/ - - " PUGET — SOUND /CHESAPEAKE BAY / • _ • S LOS ANGELES & LONG BEACH / I i 1 1 1 I 1 1 1 1 1 1 1 ADJUSTED TRIPS (x 10°) Figure IV-12 TANKER CASUALTIES VERSUS TANKER TRIPS (1969-1972) SOURCE: Offshore Petroleum Transfer System for Washington State, A Feasibility Study; prepared by the Oceanographic Institute of Washington for the Oceanographic Commission of Washington, December 16, 1974, Page V— 45. 4-106 1 1 1 1 ' 1 1 1 ' 1 ' •\ fe\ - < \ o \ o \ ^ \ - -J \ D \ \ ^ \ o ~ \ U ~ - - - - - ■ - ' \ - !*\ 1 UJ \ o V ■ 1 • ~ f • \ s \ w \ < - \ s - V - - UjUJ \ • - s 3 si\ - . 3 * ss > 0. 1 1 1 1 y . 1 1 1 1 1 1 I 3 if> 2 ||| Ou-| . oc<*g I «f ° | 1-3 c> UJ c £ I ill' D £ £3 We?e CC|-8 jjj^IS siii U«oS Bill ?*** Will UJ£ £ o vOao sainvnsvo aaisnrav 4-107 Thus, the actual number of U.S. flag tankers is estimated by assum- ing the number of U.S. flag vessel trips is proportional to the volume of petroleum and petroleum products transported by U.S. flag vessels. The resulting plot of casualties versus trips illustrated in Figure IV-12 shows a strong linear relationship having a slope of 0.0044 casualties/ves- sel trip. The relationship between vessel casualties and petroleum vol- ume throughput of Figure IV-13 illustrates a similar strong correlation having a slope 0.119 casualties/volume throughput. This analysis has demonstrated that the probability of a tanker casualty and a resulting oil spill is highly dependent on the frequency of vessel transits. There- fore, the risk potential at each port is sensitive to changes in the fleet mix, i.e., alternate vessel sizes. From a risk viewpoint, the use of large numbers of relatively small tankers will increase the potential for vessel casualties in a particular port area. Recent trends indicate oil companies will use high- capacity vessels to avoid the substantial economic penalties resulting from the use of relatively small tankers. Small tank- ers, because of their much higher ton-mile costs, are unsuitable for long trips. Larger tankers will rapidly displace smaller vessels particu- larly in the Alaskan trade. From a risk viewpoint, the use of \/ery large tankers would reduce the level of tanker transits in certain U.S. harbors and thereby reduce the potential for a vessel casualty. Al- though the probability of a vessel casualty will be reduced, the extent of the hazard may be much greater because of the probability of a larger spill volume. The estimates of the casualty rate (number of tanker casualties/tan- ker trips) previously presented are without regard to the probability of a spill. It is likely that only a small portion of accidents would be sufficiently severe to cause the rupture of a cargo tank and the spil- lage of liquid cargo. Here the probability of a spill based on pollu- tion causing-inci dents (PCI) for petroleum tankers is estimated. The recent analysis of worldwide tanker accidents prepared by the Office of Technology Assessment (OTA) Oceans Program (5) provides a basis for estimating spill probability. The analysis differentiates between 4-108 non-polluting accident types and pollution-causing-incidents (PCI's). The number of tanker accidents with associated pollution incidents for each type of accident is presented in Table IV-22. A spill frequency can be calculated by dividing the number of pollution incidents by the total number of accidents for each accident type as shown in column two. An annual tanker accident rate and an annual Pollution-Causing-Incident rate can be calculated by dividing the number of accidents and number of pollution causing incidents by six years as shown in columns three and five, respectively. An examination of the estimated annual rates reveals the interesting conclusion that collisions, groundings, rammings and structural failures appear to be the four most frequent type of events for both tanker accidents and Pollution-Causing-Incidents. Table IV-22 provides the basis for estimating the fraction of tan- ker casualties which could be of sufficient magnitude to cause a spill. An analysis of incident frequency alone can be misleading, however, if the associated spill volume is not considered. Actual oil outflows can range from minimal spills to total loss of the tanker. In their analysis, the OTA differentiated between catastrophic spills and non-catastrophic spills. Table IV-23 shows the number and magnitude of 519 pollution in- cidents for different types of tanker accidents. The OTA staff with the assistance of ECO, Inc. concluded the following: If catastrophic (very large) events are excluded, groundings account for over twice the oil outflow than that of collisions and together they represent over 80 percent of the oil pollu- tion from the accidents studied. If all events are included, structural failures are the largest single cause of oil spills and groundings are second largest. If only catastrophic (yery large) events are included, struc- tural failures are the largest single cause of oil spills and groundings and collisions are about equal as the second largest. 4-109 u.Z OO El fc SB s ^ 11 1X1 1 X X X 1 ■ CCuj ! li iSsSIIS 2 co (0 lis |2 1 X 1 1 X X X 1 1 Is z_ IS oiAocooinmrv life 1111 "■U.0C"" O 66006066 6 zg< S £ & 3 g 5 S s ft 0) 5 Z O 2* X Z < 1 i 1 i s 2 s a 2 § 5 1 ? 1 1 5 S 2 5 1 § s mouiu.octo< < O 1- IIP a 6 * 3 °S9 «cco ^ U_ UJ od zS Oar 3s 31 ££z« Ouj-JJ § 8 8 Si ^ (0 in r; .800 1.476 1.220 .524 2,400 .099 .241 338 .222 .417 s Ip i- 5324315 5.802,425 5397354 31336,845 48360,839 5348,004 1,625377 164,846 1,146,924 999326 1 01 4,048,002 18392,586 2367,846 900332 1 8 KCCJ 22i 12,988,882 12,940387 12,036,920 70331,947 1 i ? 11,703,845 3,626,176 367,633 2,557,814 2,229,763 5 1 8 9.027.659 40.795340 5.280,655 2,009315 1 i 8 £&,, £qoc *|2 IS S 3 | s § s § s | s § s On 13,672,507 13,621355 12382,571 70331,947 13,150388 3,626,176 413,071 2,557,814 2,686/162 9,027,659 41,207,313 5380,655 2/420,741 Sif o i- 10354,380,498 10316,015382 9311.928,159 52,748.960,517 9,862,790,805 2,719.632,166 309,803393 1318.360.385 2,014,846,402 6,770,744340 30,905,484.849 3360.491,547 1.815,556,012 z o MISSISSIPPI RIVER BATON ROUGE - NEW ORLEANS MINNEAPOLIS- MISSOURI RIVER MISSOURI RIVER - OHIO RIVER OHIO RIVER - BATON ROUGE TOTAL GULF INTERCOASTAL WATERWAYS MISSISSIPPI RIVER -SABINE RIVER SABINE RIVER - GALVESTON PENSACOLA - MOBILE MOBILE - NEW ORLEANS GALVESTON - CORPUS CHRISTI TOTAL ILLINOIS RIVER OHIO RIVER TENNESSEE RIVER COLUMBIA AND LOWER WILLAMETTE RIVERS BELOW VANCOUVER AND PORTLAND TOTAL II in m -o is 4-115 high as 20,000 years as shown in Table IV-26. These calculated recur- rence intervals provide an estimate of the relative risk associated with barge movements of the ten chemicals. E. POTENTIAL ECONOMIC IMPACTS Economic Impacts resulting from spills and accidents in the water- borne shipment of bulk liquids has caused small to major economic losses as a result of petroleum, gas and chemical spills and incidents. In areas where waterborne commerce is routinely conducted, the role of the waterway is intrinsic to the communities' economic viability; there- fore when a spill occurs, economic losses are incurred within the imme- diate spill area and throughout the far field economy area. The princi- pal actual and potential economic losses of a spill are summarized in Table IV-27. This table indicates the complexity of the economic im- pacts which could be generated from a spill incident at: docks ide, with- in a harbor inland waterway system; or out along the coastal and open ocean trade routes. The economic variability of a spill will range from the simple loss of the cargo as a result of an operational error where no clean-up or vessel repairs are required, to a complex incident which will entail all, or the majority, of the principal economic losses itemized in Table IV-27. Recent incidents involving these complex economic losses were the SANSINENA explosion and spill in Los Angeles Harbor (9 killed, 50 in- jured) and the tanker collision and spills at a Philadelphia refinery on the Delaware River. In both of these cases the major economic impacts will not be determined until the legal settlements are judged. For the less intrinsic loss of marine resources the economic losses will never be fully reconciled. With the increase in shipment sizes and the hazardous nature of cer- tain cargoes, probable accident scenarios have been developed which could conceivably produce economic losses approaching and in excess of one billion dollars. Also, because of the wide variability of economic los- ses each transportation scheme must be reviewed individually and the potential economic losses and hazards judged accordingly. 4416 1a oS U. CO ' tr uj oj(3 3 -ice i- to oo z < 1- m d UiZ * 5 OH * o um z z < < II 4-120 1970, the Environmental Protection Agency established standards (Federal Register, June 23, 1972) of performance for marine sanitation devices to prevent the discharge of treated or untreated sewage into or upon the navigable waters of the United States from vessels. Essentially this was a no discharge standard, and new vessels were required to have hold- ing tanks or closed packaged shipboard sewage treatment plants. In 1976 the EPA issued its final standards of performance which, in essence, amend the prior standards and allow under certain conditions the use of flow- through sewage treatment plants. In most navigable waters the sewage plant effluent shall not have a fecal col i form bacterial count greater than 1,000 per 100 milliliters and have no visible floating solids. This standard becomes more strin- gent after 1980. Research and development is presently being made in the field of shipboard sewage (and sanitary waste) treatment (90). At present, the simplest effective marine sanitation device is the collection, holding and transfer (CHT) system for sewage and gray water. Each CHT system normally consists of a holding tank, non-clog ejection pumps, flushing system, air supply, fittings, valves and controls necessary to store the wastes and to discharge the contents into a system ashore. However, more advanced systems are being developed. The CHT system permits the discharge of wastes to shoreside facilities for subsequent treatment and disposal. Section 70 of the Marad Standard Specifications for Mer- chant Ship Construction requires either a sufficiently sized holding tank and CHT system or the installation of certified shipboard sewage treatment plant (91). 2. GARBAGE Operating vessels daily produce small quantities of garbage and solid waste materials. Although aesthetically unpleasant, over-board discharge of biodegradable garbage in the amount normally produced by vessels in the open ocean is not considered hazardous to the environment and may in fact be beneficial to a certain extent by providing additional nutrients to an area where normal low nutrient levels may be limiting abundant phytoplankton growth. 4-121 In port, on the other hand, local ordinances usually forbid garbage being dumped overboard. Consequently, the garbage and trash are either collected for disposal ashore, or they are contained aboard ship for overboard discharge after the vessel is many miles out to sea. Tradi- tionally, Marad has subsidized the installation of garbage grinders and, in addition, is considering the possibility of treatment of the effluent in combination with sewage treatment or removal by incineration. 3. AIR POLLUTION Ambient air quality standards (AAQS) have been established by the U.S. Environmental Protection Agency (EPA). These federal standards for gaseous pollutants are given in Table IV-28 as micrograms per cubic meter 3 3 (jug/m ) or as milligrams per cubic meter (mg/m ). Attainment status designations for different areas of the United States (including cities 1n major port areas) as approved or designated by the Environmental Pro- tection Agency are listed in 40 CFR 81.300. Area designations are subject to revision whenever sufficient data becomes available to warrant a re- designation. Both the states and EPA can initiate changes to these des- ignations, but any state redesignation must be submitted to EPA for con- currence. Table IV-29 gives the attainment status designations of some major port areas 1n the United States. The concept of air quality control of areas may have a significant Impact on vessel operations. The concept is designed to protect high growth areas, especially metropolitan areas, from violating federal air quality standards by requiring states to submit State Implementation Plans to EPA on how future emissions will be controlled. The rate at which economically viable technological advances in air pollution controls can offset the potential emissions from rapid growth is uncertain. Because of this uncertainty, EPA guidelines require a review of new major pro- jects with a criterion for permit approval that is dependent on emissions "tradeoffs." These tradeoffs would have the effect of substituting new low-polluting equivalent facilities for older facilities (thus reducing emissions), or permitting growth of new facilities having an emissions output less than those of replaced older facilities. The State of Calif- ornia (specifically the South Coast Air Quality Management District), has 4-122 Table IV-28 AMBIENT AIR QUALITY STANDARDS FEDERAL STANDARDS PARTICULATES PRIMARY STANDARDS 75 ug/m 3 ANNUAL GEOMETRIC MEAN 260 ug/m 3 MAXIMUM 24-1- PER YEAR SECONDARY STANDARDS 60 ug/m 3 ANNUAL GEOMETRIC MEAN 150 ug/m 3 MA PER YEAR SULFUR DIOXIDE PRIMARY STANDARDS 80 ug/m 3 (0.03 ppm) ANNUAL ARITHMETIC MEAN 365 ug/m 3 (0.14 ppm) MA> THAN ONCE PER YEAR SECONDARY STANDARDS CARBON MONOXIDE NON-METHANE HYDROCARBONS i. TO 9 a.m.) NOT TO BE PHOTOCHEMICAL OXIDANTS NITROGEN DIOXIDE 100 ug/m 3 (0.05 ppm) ANNUAL ARITHMETIC MEAN Table IV-29 AIR QUALITY ATTAINMENT STATUS DESIGNATIONS OF SOME MAJOR PORT AREAS LOCATION POLLUTANT CO no 2 TSP so 2 o x ALASKA ANCHORAGE • FAIRBANKS • ENTIRE STATE o,® O.CD CALIFORNIA SAN FRANCISCO BAY AREA AIR BASIN • O.CD O • ALAMEDA COUNTY • LAKE COUNTY AIR BASIN O.CD SAN DIEGO AIR BASIN WEST SAN DIEGO COUNTY • • • • EAST SAN DIEGO COUNTY O.CD O.CD °(t S = 2 °£ 2 uj-ujO ill 5hS 25 Zuj°; ago 2£g a: x >c * OuQ o o^S "zS KOt oo s fx'j Q o*x z£uj r s zo £g:s z ccgwo. O 2gfc§ Z 3o3g Z o 5y=! 55 ccHC0 z£ec < t-QI- -IZCC £ S<° 8 o IP iS 2 SI £zS 52= Zqoo JJIZ Q ML Z oigs 4-132 EPA regulation development pertaining to Section III of the Clean Air Act addresses the emission of shore facility stack gases for various industry plants including those relating to steam generating plants. While these regulations would apply to shipyard facilities, they would not apply to ships because they are not fixed installations. Provisions of Section 70 of the Standard Specification for Merchant Ship Construc- tion recommend the installation of smoke indicators and alarms. Concerning the situation in various U.S. ports, it is clear that strictly enforced local regulations should reduce the overall environ- mental impact of stack emissions in port areas. If any overriding EPA regulations are implemented, conformance to them will also be required. However, data developed by EPA (96) indicate that underway emissions by both steam and motor vessels and in-berth emissions by steam vessels of carbon monoxide and hydrocarbons are insignificant. NOISE Vessels generate noise in their operation primarily from their whis- tles, from the operation of diesel engines and gas turbine drives, and from other machinery such as pumps and winches. With the exception of the noise from whistles, these sounds are limited to the vicinity of the vessel and are of a relatively low level, being muffled by the structure of the vessel itself. Since vessels generally operate in established harbor areas, which are industrial in nature, and since the approaches to these harbors are such that a distance is maintained between the vessel and populated areas, external noises of vessels have not been considered a problem. Some consider vessel noises, such as whistles, as adding to the local color of waterfront and coastal areas. The Noise Control Act of 1972 empowers the Administrator of EPA to set noise emission standards; tank vessels will comply with these standards when they are issued. How- ever, noise pollution from vessels is considered to be insignificant (97). The Marad Standard Specification for Merchant Ship Construction, Section I, Article 11, provides for shipboard sound insulation and isola- tion treatment as necessary to keep noise levels within practical limits. Maximum noise levels are stated in the Specification and range from 72 decibels in living spaces to 90 decibels in machinery spaces. The per- 4-133 missible airborne noise levels aboard ship are not to exceed the decibel values given in Table IV- 33. These values are consistent with Walsh- Healy Labor Standards. To assure that these standards are maintained during the life of the ship, the U.S. Coast Guard enforces maintenance of engine room noise levels within regulated tolerances. G. TANK VESSEL CONSTRUCTION, REPAIR AND SCRAPPING 1. GENERAL While this section is concerned with the construction and general operation of vessels engaged in bulk liquid transport, the vessel-gener- ated pollution described herein would be associated with the construction of any type of vessel. The functions can be categorized as: expansion of shipbuilding facilities to accommodate the program; actual construc- tion of the ships; and use of materials. 2. EXPANSION OF FACILITIES Although the Title XI Program aids in promoting vessel construction, the small amount of the fleet that actually benefits from the Program would not be expected to promote major shipyard expansions. The avail- able shipbuilding capacity is believed to be adequate for the Title XI Program. However, should expansion be required, a few of the salient impacts are discussed herein. Before shipyard expansion or construction can commence, the project may be subjected to extensive review by the U.S. Army Corps of Engineers and state and local authorities and open hearings are conducted for the public. Environmental Impact Statements may be prepared for each ship- yard improvement and specific attention to the environmental setting of the improvement will be required. Expansion of existing shipyards, which are in most cases located in already highly industrialized areas of a waterfront, will generally re- quire certain disruption of the adjacent shoreline. Such disruptions may 4-134 Table IV-33 MAXIMUM PERMISSIBLE AIRBORNE NOISE LEVELS ABOARD SHIP (Decibel values) FREQUENCY BAND, HZ 20- 75 75- 150 150- 300 300- 600 600- 1200 1200- 2400 2400- 4800 4800- 10000 LIVING SPACES PASSAGEWAYS MACHINERY SPACES 72 75 85 66 69 85 60 64 85 55 59 85 52 57 85 50 55 85 48 53 85 47 52 85 NOISE MEASUREMENTS SHALL BE TAKEN WITH THE SHIP IN OPERATION AT ABS HORSEPOWER AND WITH NORMAL AUXILIARIES INCLUDING REFRIGERATION, VENTILATION AND AIR CON- DITIONING IN OPERATION. MACHINERY SPACE NOISE MEASUREMENTS SHALL BE TAKEN AT THE NORMALLY ATTENDED OPERATING STATIONS AND NOT EXCEED 85 dB(A). SOURCE: MARAD Standard Specifications for Tanker Construction, December, 1977. 4-135 be caused by filling, dredging, pile driving, excavation, bottom stabil- ization, and/or other hydraulic works depending upon the nature of the expansion. When suitable land area adjacent to the existing facility is not available due to the configuration of the shoreline, location of other industrial plants, proximity of residential sections, or for other reasons, then such land must be created by filling suitable sections of the water- way on which the expansion is contemplated. Creation of new acreage by filling an existing waterway, whether for expansion of a shipyard or building a new one, causes permanent impacts on the waterway. The filled bottom ceases to provide natural habitat and possible spawning grounds for marine life. Construction of a new shipyard on land which requires little or no filling would, however, eliminate the former Impact on the terrestrial or wetland environment. The disturbance to the environment caused by filling, pile driving, and other hydraulic activities will be of a permanent nature, changing the physical environment, and hence, also the associated biota. 3. POLLUTION FROM TANK VESSEL CONSTRUCTION Shipbuilding like any other major industry generates noise, air, water and solid waste pollutants which must be treated and controlled. A modern shipyard is composed of many operations all of which produce waste streams and airborne emissions from their individual operations. The major operations within the shipyard are: (a) buildings which house steel preparation and manufacturing equipment, i.e., flat and curved steel panel shops and ships for processing special steel shapes; (b) machine shop, pipe shop, electrical, paint, welding metal processing and sheet metal shop; (c) outside storage space in which steel plates are stored; (d) outside plate or other steel assembly areas in which modules or small hull sections are assembled; (e) the shipway or building dock where the hull is erected. Environmental protection regulations are in force for the pollutant waste streams and airborne emissions from shipyards. These rules and 4-136 regulations are enforced by federal, state, local and certain authorized commissions in a similar fashion as any industrial source. Part of the shipbuilding process is done indoors where pollution control can be effectively practiced. The work that is done outside of buildings, in particular, erection of the hull, presents greater problems in abating pollution. In addition to the U.S. federal regulations on pollution control in industrial activities, state and local regulations apply to areas in which shipyards are located. While tangible improvements in environ- mental quality in shipyards have been made, additional steps are being taken as technology in pollution control is developed and as federal, state, and regional guidelines are formulated. Four principal types of pollution are identified with the shipbuild- ing industry: air pollutio water pollution, land pollution, and noise pollution. a. AIR POLLUTION The sources of air pollution fall into three types: products of combustion, airborne particulates, and airborne fumes and vapors. (1) Products of Combustion . Combustion products from ships' and yards' boilers and incinerators, smoke from burning and welding opera- tions, exhaust from internal combustion engines, and soot from boiler heating surfaces are combustion products that contribute to air pollu- tion. To reduce pollution from these sources, the major shipyards report only intermittent use of boilers and in some yards natural gas or low sulfur fuel is used to fire yard boilers. Use of incinerators has been discontinued in favor of having waste removed by licensed disposal firms. Smoke from burning and welding operations and internal combus- tion engines is generally exhausted to the atmosphere. (2) Airborne Particulates . Dust resulting from abrasive blasting, dust created by woodworking machinery, and dust due to unpaved roadway surfaces contribute to pollution from airborne particulates. The problem of airborne particulates from abrasive cleaning is the most difficult to control. The major builders of deep draft ships have installed enclosed abrasive cleaning facilities of major size for cleaning raw stock steel and modular assemblies. Abrasive cleaning and painting of. hulls on the shipways or at outfitting berths is the subject of an intensive industry study. Dust-collecting systems have been installed in some of the yards for collection of woodworking dust. (3) Airborne Fumes and Vapors . Overspray of protective coatings, evaporation of toxic chemicals and solvents, leakage of toxic or explo- sive gases in piping, fuel tank venting of explosive vapors, odors from sanitary facilities, and photochemical ly reactive hydrocarbons in paints and solvents are among shipyard airborne fumes and vapors. The problem of overspray of painting that is done on the shipways or outfitting berths is under study along with abrasive blasting. Air- less spraying equipment is used as much as possible. Regularly sched- uled tests are made in pipelines for toxic or explosive gases. Flame arrestors and stops are installed in fuel tank vent lines. b. WATER POLLUTION The basic types of discharge that could emanate from shipyards and pollute the waterways fall into two broad categories: liquids and solids. (1). Liquids . Liquids include chemical make-up plus suspended sol- ids and thermal change. Sanitary waste discharges, discharge of process chemicals, petroleum spills, overflow, and leakage; overspray and spil- lage of protective coatings; and discharge of cleaning fluids are among the liquids that contribute to water pollution. Sanitary waste dis- charges are disposed of through municipal sewer systems. Collection of process chemicals and cleaning fluids for removal by outside contractors 4-138 is practiced by the major shipbuilders. Oil spill craft with booms, skimmers, and other systems are in use to handle accidental oil spills. Paint overspray and spillage have been minimized by the use of airless spray equipment and rollers. (2). Solids . Overboard discharge of spent abrasives, waste and scrap materials, debris from launching ways or deteriorated waterfront structures, and disposal of dredging spoils are among the solids that contribute to water pollution. Shipbuilders enforce strict regulations on controlling the discharge of spent materials, i.e., grit, rust, scale, and paint residues into the waterways. In the vessel construction process most of the blasting is done indoors under controlled conditions. Building docks and shipways are cleaned after the blasting operation and in some of the yards abra- sive material is reclaimed. Overboard discharge of waste or scrap materials is against shipyard policy. Debris from launching ways is retrieved by yard water patrols. Disposal of dredging spoils 1s controlled by the Corps of Engineers through the designation of dumping sites. c. SOLID WASTE AND OTHER POLLUTION Solid waste and other pollution sources include a broad variety of materials used in the various shipbuilding processes and operations. Grit, rust, scale, metal and paint chips from abrasive cleaning of steel on shipways and outfitting berths are difficult to control. As pre- viously noted, this problem is the subject of a cooperative industry study. Petroleum spills from fuel handling and storage and machinery oper- ations; metallic residues from welding and brazing operations; paint residues from coating processes; solvent spills from cleaning operations; metal scraps and particles from flamecutting operations; sand and resin dust from casting operations; and chemical spills from galvanizing all 4-139 contribute to this pollution. The major shipbuilders have installed devices and methods to abate much of the pollution from these sources. d. NOISE POLLUTION The major noise pollutant sources in shipbuilding have been identi- fied as diesel and gas power source exhausts, high capacity vent fans, percussion tools and air operated tools. The industry is combating noise through the use of mufflers, silencers, equipment modifications, incorpor- ation of noise standards in specifications for equipment and restricted use of horns and whistles. 4. USE OF MATERIALS Vessels are built primarily of steel. Steel is used in the vessel hull, machinery, pipeline and almost all the other systems and comprises approximately 96 percent of the vessel weight. The second most impor- tant material used in vessel construction is copper, which is used in the propeller and electrical systems. The remainder of the vessel uses small amounts of a large number of materials as shown on Table IV-34. The analysis of material used in shipbuilding is that it utilizes 0.25 to 0.5 percent of the nation's production of steel and copper pro- ducts. The environmental impact as far as material is concerned would be in proportion to that accorded to the steel and copper industry. 5. VESSEL REPAIR Because of casualties and the need for routine maintenance and in- spection, a vessel spends a yearly average of 10 days in a ship repair yard. During this lay up period routine maintenance and major repairs are performed. Barges which enter the repair yard for hull -related repairs and inspection generally spend about 5 days per year in the yard. To meet this need, an extensive vessel repair industry has developed in nearly every U.S. port. The industry includes both small, "topside" shops which have the capability to repair and overhaul machinery, and 4-140 Table IV-34 MATERIALS USED IN SHIP AND BARGE CONSTRUCTION ACETYLENE MANGANESE (CASTING) ALUMINUM MERCURY ASBESTOS NICKEL ASPHALT NITROGEN CARBON DIOXIDE PAINTS CEMENT PAPER CERAMICS PETROLEUM CHEMICALS (ACETONE, ALCOHOL. AMMONIA, CREOSOTE, GLYCERIN) PHARMACEUTICALS PLATINUM CHROMIUM RARE EARTH CLAY CLEANING COMPOUNDS COPPER CORDAGE DIATOMACEOUS EARTH FIBER GLASS REFRIGERANT (CHLORINE, FLUORINE) RUBBER SILICON STEEL TALLOW TAR GLASS HELIUM LEAD MAGNESIUM TEXTILES TITANIUM WOOD WOOL ZINC U.S. Department of Commerce, f NTIS Report NO. EIS 7300727F Impact Statement, Maritime Adn Construction Program, May 30, 1 4441 vessel construction yards which have the capability to drydock vessels and perform hull repair work. In essence, the pollutants generated by ship repair operations are the same as those created in the shipbuilding process. These fall into the following categories: a. AIR POLLUTION Combustion products, including internal combustion engine exhausts, welding and burning, and boiler operations; Particulates resulting from blasting and painting; Fumes and vapors resulting from evaporation of paint solvents, fuel tank venting, and refuse and sanitary odors. b. WATER POLLUTION Overboard discharges of spent chemicals, sanitary wastes, and refuse and trash. c. NOISE POLLUTION Sounds of mechanical equipment in operation; Horns, whistles, air operated percussion tools, etc.; Rapid expansion of gases. Although there are no statistics available to Marad that indicate the volume of specific pollutants generated in the vessel repair and conversion process, it is reasonable to assume that there will be no new pollutants, above those already listed. More likely, the volume and mix of specific pollutants will be altered. Because of better equipment and longer-lived coatings, the new ves- sels do not require as much maintenance and repair work as older vessels. 6. SCRAPPING A vessel is scrapped at the end of its useful life (i.e., approxi- mately 20 to 25 years for a tanker and 25 years for a barge). In this 4-142 process, a shipbreaker dismantles the vessel in approximately the re- verse order of its construction. This process involves cutting the vessel and its components up with torches and removing reusable equipment and parts. The following types of pollutants are generated: . . Fumes and vapors resulting from the use of acetylene torches and other cutting devices; Unrecoverable wastes, such as lumber, insulating materials, and concrete ballast; Sanitary wastes; Fuel, diesel oils, and greases. Both ferrous and non-ferrous metals are recovered from the vessel and sold to producers who recycle them. There are no records of the volume of pollutants produced in the scrapping process; however, these are monitored and required to meet local and Environmental Protection Agency air and water pollution stand- ards. The recovery of both ferrous and non-ferrous metals during recycl- ing results in a significant saving of natural resources and the efforts to minimize the volume of pollutants produced in the scrapping process are justified in the light of the overall savings realized. H. PORT, HARBOR AND WATERWAY DEVELOPMENT Although the Title XI Program does not directly promote port and harbor development, it does so indirectly by promoting waterborne commerce in lieu of overland rail, truck and pipeline modes of transport. An ex- ample is the new Alaskan-Valdez port development and expansion of southern California port facilities to transport the Alaskan crude, versus the construction of an overland pipeline into the mid U.S. (like the proposed ALCAN natural gas pipeline). In order to determine what, if any, port and related development can be expected to take place, consideration must first be given to ports and related facilities and their ability to handle Program vessels. 4-143 Conventional port or terminal facilities are those assigned to handle the trade which is normal in volume and character to the geogra- phic area served by the facility. These conventional ports can be divi- ded into several categories such as: 1. EXCAVATED HARBORS As a result of the relative inflexibility of excavated harbors to accommodate future changes, accurate long-haul forecasting of the facil- ity purpose and capacity is a necessity, when compared to a substantial investment in breakwaters and dredging. The breakwaters generally dis- turb the ecological balance causing coastal erosion and sand transport, and limited flushing requires special attention to effluents and basin cleaning. On the plus side, such man-made harbors may help develop an otherwise unproductive or economically depressed area which lacks estua- ries or natural bays. The waterfront is small, and basins are well pro- tected with reduced maintenance and dredging. However, in the United States, there are numerous natural harbors which could be developed if such are required. 2. LOCKED BASINS As in the case with excavated harbors, locked basins are inflexible to changes. 3. TIDAL BASINS These basins are of a more flexible nature, and the inconvenience of vertical movement during cargo handling is reduced by the increased size of modern vessels. 4. RIVER AND ESTUARY PORTS These type ports enable maritime traffic to move far into the hin- terland thereby bringing the cargo closer to consuming centers which can result in substantial transportation cost savings. 4-144 Except for possibly those vessels used in the Alaskan trade, most of the vessels covered by this EIS should be able to enter many of the U.S. ports without any additional dredging. In the event that additional vessel traffic would require some al- teration or addition to the current facilities, environmental impact statements would be required by the U. S. Army Corps of Engineers before a permit to build in navigable waters is issued. In addition, the United States Coast Guard would require certain environmental protection actions pursuant to the provisions of the Federal Water Pollution Control Act, amended in 1972, and the Ports and Waterways Safety Act of 1972. An example of this process 1s the Trans-Alaska Pipeline System Terminal at Valdez, Alaska which underwent a federal and state environmental review. The environmental impacts of shore facility development associated with ports and waterways deal primarily with land use, water, and air pollution problems. The problems will vary from one alternative to another, depending upon a number of factors. The five principal factors, or dimensions, which combine to dictate the impacts are: Whether the site or waterway selected is a new one or an existing one. Whether the principal development is onshore or offshore or along an existing waterway. Whether the waterway facility is for transfer only or is also planned for processing and other secondary developments. The type or types of bulk commodity that will move through the waterway. The type and value of the aquatic, marine, estuarine and terrestrial ecosystems disturbed by the proposed system. 5. PORT AND HARBOR DEVELOPMENT Each component of the given port or waterway system will have cer- tain design characteristics that will determine how existing and planned land use will be affected. In the context of the delivery system, the shore facility problem starts with the point of loading/unloading and is 4-145 a factor in each component through the processing. Berths, docks and bulkheads will alter a hitherto undeveloped area substantially, especi- ally where there are important wetlands, beaches, or riverbank areas. Other areas previously in use as a port or navigable waterway which are changed to accommodate these vessels may have little or no impact in cases where the existing waterfront is in a state of decay. If the site is an existing port, there may be a need for expanded channel and turning basins, and land storage areas. Finding storage space may be a significant problem in a heavily developed area. It could well mean the displacement of other land uses and will have to be eval- uated on an individual basis. The impact of constructing a new dock facility in a previously under- developed area will create greater environmental and land use problems. The site will probably be selected so that space is not a problem; how- ever, the visual aspects, air, and water pollution problems generated may be \/ery significant and controversial. In new development there is also the opportunity to select sites which will result in a minimum of envir- onmental intrusion by avoiding ecologically sensitive areas and by plac- ing structures inland from the shoreline. A final element in the analysis of shore facilities is the develop- ment of auxiliary facilities and associated secondary development. This can have more significant environmental impact than any other component of a port system over a long period of time. Auxiliary processing facil- ities and secondary development themselves frequently use large land areas, generate waste products that add to air and water pollution and waste disposal problems, create significant visual intrusions, and place demands upon local water supplies. In addition, they can create employ- ment through the multiplier effects which would increase population and the subsequent demand for housing and services such as roads, sewers and schools. For the State of Washington, the shipbuilding economic multiplier has been calculated to be 2.90. This value would be expected to be fairly representative for the Industry on a national basis. 4-146 If the area of the port is already heavily developed, such new growth can create congestion that places burdens on existing utilities and services. Development in a new area can take these problems into account through proper site selection, design and planning; but there is no automatic guarantee that this will happen. In fact, it is likely not to happen in a satisfactory way unless these factors are specifically taken into account during the planning and design of such a facility. In any evaluation of the impact of shore facility development, there are two different philosophies which should be recognized and considered. First, there is the point of view that adding new and larger facilities and possibly further water, air and visual pollution to a port site now in use will have less of an impact than the creation of a new port on an unspoiled coastal area. On the other hand, there is the argument that existing port areas are so heavily used and congested that environmental degradation should not be allowed to proceed further and, therefore, that new port development should look to new areas where adequate planning and regulation can maintain an orderly, environmentally acceptable pattern of growth. These are perplexing problems which must be reviewed on an indi- divual basis by all parties under the National Environmental Policy Act (NEPA). In either case there are alternatives for combating environmental problems. Expansion of existing ports can be designed to improve the area. This is especially true where existing port facilities are old, outdated, or no longer in use because of obsolescence. Renovation could substantially improve the total environment of the area and possibly eliminate a potential fire hazard. In totally new locations, the most modern precautions could be taken to preserve the environment. 6. WATERWAY DEVELOPMENT AND VESSEL EFFECTS The development of new waterways and the expansion and modification of existing waterways to promote greater waterborne commerce is contro- versial with respect to environmental and competing transportation modes. Numerous environmental court cases have attempted to block these devel- opments. The Corps of Engineers has currently authorized navigation 4-147 extensions on the Trinity, Red Tembigee, and Coosa Rivers and has planned numerous smaller channel, lock and navigation improvements which could be utilized by Title XI Program vessels. The Title XI Program 1s not responsible for promoting these projects other than being considered as a general waterborne industrial statistic. These programs in all cases would be necessary without any Title XI fund- ing to the Industry, but this Program can be considered as a small con- tributor and benefactor of these programs. The secondary effects of vessel movements on inland waterways (e.g., the Mississippi and Illinois rivers) have an impact on the ecosystem. These effects include increased turbidity, sedimentation, and erosion of river banks which impact on water quality. Although the types of effects are known, the magnitude of these effects remains incalculable. It is questionable whether the secondary effects of vessel movements on inland waterways will be as significant as those same effects occurring from natural events (e.g., heavy rainfall and flooding). The environmental effects of waterway use and development programs produce permanent changes 1n land use, aquatic biota, water quality and terrestrial environment within the area. These specific impacts are discussed under NEPA guidelines and will not be discussed herein. The environmental impacts of each individual program are analyzed at the fed- eral, state and local levels through the environmental impact statement process prior to final authorization. In proceeding in this manner each program must be justified on its own merits. In general terms the en- vironmental impacts are similar to those discussed for harbor and port development but of much greater magnitude and complexity because of the extent and linear nature of the system. 4-148 CHAPTER IV - REFERENCES FROM TEXT 1. U.S. Coast Guard, Polluting Incidents In and Around U.S. Waters , Calendar Year 1976 , Pollution Incident Reporting System, CG-487, Washington, D.C. 2. Final Environmental Impact Statement, Regulations for Tank Vessels Engaged in the Carriage of Oil in Domestic Trade , 1975, U.S. Coast Guard. 3. op_.cU.U.S. Coast Guard, 1976. 4. International Petroleum Encyclopedia, 1976. 5. 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Sponner, J.F., "Effects of Oil and Emulsifiers on Marine Life." In Water Pollution by Oil: Proceedings of a Seminar Held at Aviemore, Invernesshire, Scotland , May 4-8, 1970, pp. 375-376, London, Institute of Petroleum, P. Hepple, editor, 1971. 4-151 41. Kuhnhold, W.W., Effect of Water Soluble Substances of Crude Oil on Eggs and Larvae of Cod and Herring , 15 pp., Copenhagen, International Council for the Exploration of the Sea, Fisheries Improvement Committee, 1969. (CM 1969/E 17.) 42. Clark, R.B., "Reports from Rapporteurs." In Water Pollution by Oil: Proceedings of a Seminar Held at Av ignore, Invernesshire, Scotland , May 4-8, 1970, pp. 366-370, London, Institute of Petroleum, P. Hepple, editor, 1971. 43. Dunbar, M.J., Ecological Development in Polar Regions, A Study in Evolution , Prentice-Hall, Englewood Cliffs, N.J., 119 pp., 1968. 44. Blumer, M., Sanders, H.R., Grassle, J.F., and Hampson, G.R., "A Small Oil Spill," Environment , 13, (2), pp. 1-12, 1971. 45. Baker, J.M., "The Effects of a Single Oil Spillage." In Proceedings of the Symposium on the Ecological Effects of Oil Pollution on Littoral Communities, London , November 30-December 1, 1970, London , Institute of Petroleum, E.B. Cowell, editor, 1971. 46. Burns, K.A., and Teal, J.M., Hydrocarbon Incorporation into the Salt Marsh Ecosystem from theWest Falmouth Oil Spill , Technical Report of the Woods Hole Oceanographic Institution, No. 71-69, 24 pp., 1971. 47. Thomas, M.L.H., "Effects of Bunker C Oil on Intertidal and Lagoonal Biota in Chedabucto Bay, Nova Scotia," Journal of the Fisheries Research Bd. , Canada, 30, pp. 83-90, 1973. 48. Banker, J.M., "Successive Spillage." In Proceedings of the Symposium on the Ecological Effects of Oil Pollution on Littoral Communities, London , November 30-December 1, 1970, London, Institute of Petroleum, E.B. Cowell, editor, 1971. 49. Cowell, E.B., editor, "Refinery Effluent." In Proceedings of the Symposium on the Ecological Effects of Oil Pollution on Littoral Communities, London , November 30-December 1, 1970, London, Institute of Petroleum, 1971. 50. Cabinet Office, The Torrey Canyon , Her Majesty's Stationery Office, London, p. 48, iWT. 51. Smith, J.E., editor "Torrey Canyon" Pollution and Marine Life , Cambridge University Press, London, p. 196, 1968. 52. Baier, R.S., "Organic Films on Natural Waters: Their Retrieval, Identification and Modes of Elimination," Journal of Geophysical Research , 77:5062-5075, 1972. 53. Blumer, Max, "Scientific Aspects of the Oil Spill Problem," Environ- mental Affairs , 1:54-73, 1971. 54. Tarzwell, CM., "Toxicity of Oil and Oil Dispersant Mixtures to Aquatic Life," pp. 263-272. In Water Pollution by Oil , Elsevier Publishing Co., Ltd., Amsterdam, 393 pp., Peter Hepple, editor, 1971. 4-152 55. Spooner, M.F., "Effects of Oil and Emulsifiers on Marine Life," p. 376. In Water Pollution by Oil , Elsevier Publishing Co., Ltd., Amsterdam, 393 pp., Peter Hepple, editor, 1971. 56. Vagners, Juris, and Mar, Paul, Oil on Puget Sound , University of Washington Press, Seattle, p. 628, 1972. 57. On-Scene-Commander Report of Major Spill , NEPCO 140, June 23, 1976, Captain of the Port, Buffalo, New York. 58. U.S. Department of Commerce, Maritime Administration, MA-EIS 7302- 74043- F, Final Environmen ta l Impact Statement Bulk Chemical Carrier Construction Program , August 1974. 59. International Maritime Consultative Organization (IMCO) Preparations for International Marine Pollution Conference 1973, Report of Study No. IX submitted by Norway, Pollution Caused by the Discharge of Noxious Liquid Substances Other Than Oil Through Normal Operational Procedure of Ships Engaged in Bulk Transport . 60. International Convention for the Prevention of Pollution from Ships, Final Act of the International Conference on Marine Pollution , 1973. 61. U.S. Maritime Commission, A Modal Economic and Safety Analysis of the Transportation of Hazardous Substances in Bulk , prepared by Arthur D. Little, Inc., July 1974. 62. U.S. Coast Guard, Vulnerability Model: A Simulation System for Assessing Damage R¥sulting from Marine Spills , Washington, D.C., June 1975. 63. Weidmann, H. , and Sendner, H., "Dilution and Dispersion of Pollutants by Physical Processes," Marine Pollution and Sea Life , published by arrangement with FAO, Fishing News (Books) Ltd., p. 115, 1972. 64. Jannasch, H.W., and Einhjellen, K. , "Studies of Biodegradation of Organic Materials in the Deep Sea," Marine Pollution and Sea Life , published by arrangement with FAO, Fishing News (Books) Ltd., London, pp. 150-151, 1972. 65. Dawson, G.W., et al., Control of Spillage of Hazardous Polluting Substances , BaTEeTTe Memorial Institute, Pacific Northwest Labora- tories, for the FWQA, USDI Program No. 1509, Contract No. 14-12-866, November 1, 1970. 66. Joint Group of Experts on the Scientific Aspects of Marine Pollution (GESAMP), IMCO, 1973, Identification of Noxious and Hazardous Sub- stances , GESAMP IV/19/Supplement 1, March 19, 1973. 67. Dybern, B.I., "Pollution in the Baltic," Marine Pollution and Sea Life , published by arrangement with FAO, Fishing News (Books) Ltd., lond'on, pp. 15-23, 1972. 68. McConnaughy, W.E., "Hazard Evaluation," Second International Sym- posium on the Transport of Hazardous Cargoes by Sea , May 11-14, 1971. 69. United States Coast Guard, Evaluation of the Hazard of Bulk Water Transportation of Industrial Chemicals - A Tentative Guide , proposed by Evaluation Panel, Committee on Hazardous Materials, National Research Council for the U.S. Coast Guard, July 1973. 70. U.S. Environmental Protection Agency, Oil and Hazardous Materials Technical Assistance Data System . 71. United States Coast Guard, Draft Environmental Impact Statement - International Convention for the Prevention of Pollution from Ships , Office of Marine and Environmental System, USCG, 1973. 72. Federal Water Pollution Control Administration, Water Quality Cri- teria , Report of the National Technical Advisory Committee to the Secretary of the Interior, Washington, D.C., April 1, 1968, p. 89. 73. McKee, J.E., and Wolf, H.W., Water Quality Criteria , 2nd Edition, Pub. No. 3-A, California State Water Quality Control Board, 1963. 74. Newell, R.C., "The Effect of Chemical Waste on Marine Organisms," Effluent and Water Treatment Journal , 12 (6), 307-311, 1972. 75. Portmann, J.E., "Results of Acute Toxicity Tests with Marine Organ- isms Using a Standard Method," Marine Pollution and Sea Life , pub- lished by arrangement with FAO, Fishing News (Books) Ltd., London, pp. 212-217, 1972. 76. Cole, H.A., "Implications of Disposal of Wastes in the North Sea - Effects on Living Resources, Especially Fisheries," Chemistry and Industry , No. 4, February 17, 1973, pp. 162-166. 77. Mitrovic, V.V., "Sublethal Effects of Pollutants on Fish," Marine Pollution and Sea Life , published by arrangement with FAO, Fishing News (Books) Ltd., London, pp. 252-255, 1972. 78. Idler, D.R., "Effects of Pollutants on Quality of Marine Products and Effects on Fishing," Marine Pollution and Sea Life, published by arrangement with FAO, Fishing News (Books) Ltd., London, pp. 535-541, 1972. 79. Davis, C.C., "The Effects of Pollutants on the Reproduction of Marine Organisms," Marine Pollution and Sea Life , published by arrangement with FAO, Fishing News (Books) Ltd., London, pp. 305- 311, 1972. 80. Alderson, R., "Effects of Low Concentrations of Chemicals on Eggs and Larvae of Plaice, Pleuronectes platessa L.," Marine Pollution and Sea Life , published by arrangement with FAO, Fishing News (Books) Ltd., London, pp. 312-315, 1972. 81. Ranchor, E., "On the Influence of Industrial Wastes Containing H 2 SCL and FeSO* on the Bottom Fauna off Helgoland (German Bight)," Marine Pollution and Sea Life , published by arrangement with FAO, Fishing News [Books) Ltd., London, pp. 390-391, 1972. 82. Ishio, S., Formal Discussion , Section I, Paper 10/Sprague, Adjacent Water Pollution Res., 4, 1969. 83. Elson, P.F., Lauzier, L.N., and Z1tko, Z,, "A Preliminary Study of Salmon Movements in a Polluted Estuary," Marine Pollution and Sea Life , published by arrangement with FAO, Fishing News [Books) Ltd., LohTon, pp. 325-330, 1973. 84. Sliepcevich, CM., Possible Hazards Associated with the Sea Trans- port of Liquefied Gases in Bulk , Committee on Hazardous Materials, National Academy of Sciences - National Research Council, Washing- ton, D.C, 23 pp. 85. Burgess, D., Biordi, J., and Murphy, I., Hazards of Spillage of LNG into Water , U.S. Bureau of Mines, PMSCRC Report 4177, 1972. 86. ESSO Research and Engineering Co., Vaporization and Downwind Drift of Combustible Mixtures , Internal Report No. EEQIE-72. 87. Boyle, G.J., and Kneebone, A., Laboratory Investigation into the Characteristics of LNG Spills onto Water , Shell Research Limited, Thorton Research Centre. 88. Offshore Petroleum Transfer System for Washington State, A Feasibil- ity Study , prepared by the Oceanographic Institute of Washington for the Oceanographic Commission of Washington, December 16, 1974. 89. Stewart, R.J., "Tankers in U.S. Waters," Oceanus , Vol. 20, No. 4, 1977. 90. Maritime Research Information Service Report, Treatment and Dis- posal of Vessel Sanitary Wastes - A Synthesis of Current Informa- tion , July 1971. 91. U.S. Maritime Administration Standard Specification for Merchant Ship Construction, Section 70, Pollution Abatement Systems and Equipment , February 10, 1975. 92. Environmental Protection Agency, Review of Environmental Issues of the Transportation of Alaskan North Slope Crude Oil , Office of Energy, Minerals and Industry, Washington, D.C, May 1977. 93. Wesler, J.E., "Survey of Activities in the Air and Noise Pollution Control Fields," Proceedings of the Conference Sponsored by the International Association for Pollution Control , May 11 and 12, 1972. 94. Department of Transportation, Transportation Systems Center, U.S. Coast Guard Pollution Abatement Program, Preliminary Study of Vessel and Boat Exhaust Emission , CG-D-72-3, 1972. 95. Department of Transportation, Transportation Systems Center, An Estimation of River Towboat Air Pollution in St. Louis, Missouri , Department of Transportation, Washington, D.C., DOT-TSC-OST-75-42, February 1976. 96. Environmental Protection Agency, Compilation of Air Pollutant Emission Factors , February 1972 (Rev. Ed.). 97. Federal Maritime Commission Draft Environmental Impact Statement on Council of North Atlantic Shipping Association v. American Mail Lines, December 12, 1975. 4-156 MITIGATING FACTORS The mitigation of environmental impacts resulting from domestic waterborne commerce is extensive and complex. This complexity is attri- buted to the nature of the potential impacts which can be generated by the waterborne commerce and the myriad of state, federal and international legislative actions and agencies which have control of waterborne commerce within their respective jurisdictions. The control of waterborne impacts can be principally divided into: vessel construction and operating re- quirements, marine transportation services, personnel training, inspection and monitoring, spill control and cleanup, and recent/future programs. A. VESSEL CONSTRUCTION AND OPERATING REQUIREMENTS The construction and operation of tank vessels for the domestic trade are subject to specific standards of the U.S. Coast Guard (USCG), American Bureau of Shipping (ABS), and Environmental Protection Agency (EPA). Table V-l lists the nucleus of federal regulations dealing with the pollution control provisions on tankers. In addition, the U.S. Maritime Administra- tion has established standards for pollution control equipment for tankers constructed within the United States with federal assistance. 2. U.S. COAST GUARD CONSTRUCTION AND OPERATING REQUIREMENTS U.S. Coast Guard regulations and the American Bureau of Shipping rules govern most facets of ship construction. The Coast Guard, as the principal federal regulatory agency, promulgates design and construction regulations, reviews designs, and makes inspec- tions during construction and at periodic intervals throughout the vessel 's service life. 5-1 -J o cc 1- z U Z (3 < < X Q Q CC < 3 O 3 > o z 1 z O s s cc I s z 1 3 o o z o 1- D -J _J o O. OC LU Ji ■5 HO CO Z o 5 _i D O LU CC -J < cc LU Q LU LU 1- X 2 PART 151 - OIL POLLUTION REGULATIONS PART 153- CONTROL OF POLLUTION BY OIL AND HAZARDOUS SUBSTANCES, DISCHARGE REMOVAL PART 154 - LARGE OIL TRANSFER FACILITIES PART 155 - VESSEL DESIGN AND OPERATIONS PART 156 - OIL TRANSFER OPERATIONS PART 157 - TANK VESSELS CARRYING OIL PART 159 - MARINE SANITATION REQUIREMENTS, CERTIFICATION PROCEDURES AND DESIGN AND CONSTRUCTION REQUIREMENTS PART 161 - VESSEL TRAFFIC SERVICES PART 164 - NAVIGATION SAFETY REGULATIONS PART 100- DISCHARGE OF OIL PART 116 - DESIGNATION OF HAZARDOUS SUBSTANCES PART 117 - DETERMINATION OF REMOVABILITY OF HAZARDOUS SUBSTANCES PART 118 - DETERMINATION OF HARMFUL QUAN- TITIES FOR HAZARDOUS SUBSTANCES PART 119- DETERMINATION OF UNITS OF MEASUREMENT AND RATES OF PENALTY FOR HAZARDOUS SUBSTANCES PART 125 - NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PART 140 - MARINE SANITATION DEVICES, STANDARDS OF PERFORMANCE < z g 3 Q Z < TITLE 33, CODE OF FEDERAL REGULATIONS, SUBCHAPTER O - POLLUTION SUBCHAPTER P - NAVIGATION Z II is £< °£ St o< 11 H > o z I < EC Q < D o < 1- z s z o CC > z z o o z o Q CC < 3 o H i o 3 < D O Q CC 31 111 Oec Ouj °.fe 2< TITLE 46, CODE OF FEDERAL REGULATIONS, SUBCHAPTER D - TANK VESSELS SUBCHAPTER O - CERTAIN BULK DANGEROUS CARGOES The regulations are designed to make the U.S. vessels the safest vessels in the world merchant fleet and provide the greatest affordable degree of environmental protection. The results of this construction program are clearly demonstrated in the lower number of oil spills by the U.S. fleet in comparison with the foreign flag vessels. The Coast Guard's design requirements for tank vessels ensure that, even if a vessel sustains damage, it will remain afloat with a minimum or ho loss of cargo. To achieve this goal, the Agency prescribes acceptable levels of compartmentation and freeboard for each vessel design, so that damage to one tank, or certain combinations of tanks, will not result in the vessel 's sinking. In regard to chemicals, the Coast Guard certifies all new U.S. vessels for the carriage of bulk danagerous cargoes. For those liquid chemicals which are not covered by regulations, requirements are made based upon a safety evaluation by the Coast Guard. This evaluation assures that the cargo in question can be safely contained during trans- port, loading and unloading without pollution effects. Otherwise, Coast Guard ship design approval and cargo certification would be withheld. The Coast Guard development of procedures and regulations for the safe water transportation of dangerous chemical cargoes is oriented toward changing conditions in water transportation and providing for: (1) the growing size of new multiple-hazards cargoes, (2) advances in cargo con- tainment technology, and (3) increasing waterway and port congestion. The Coast Guard's approach to regulations for dangerous chemical cargo is casualty-preventive. It is based on achieving marine safety by evaluating potential hazards and adopting necessary preventive measures beforehand rather than investigating "after the casualty" to determine what and who is to blame. Regulations to control engineering design and operational procedures with respect to cargo containment, personnel and cargo transfer are implemented in order to protect against hazards which relate to the vessel, crew, public safety and environmental pollution. The safety reg- ulations are designed to protect the public and industry from all cargo hazards. The problems and experiences of industry and government as well as specific research programs form the basis for appropriate safety designs and procedures. 5-4 The design and construction for cargo containment depend upon the physical, chemical and toxic properties of the cargo. Because of the many possible varying combinations of these properties, a standard pro- cedure cannot be used to determine the design factors of a given cargo system. Therefore, the approach used to evaluate cargo system safety 1s usually on a case-by-case basis. Cargoes which require the most exacting containment exhibit the following characteristics: Highly toxic Water Insoluble Lighter than water Highly reactive High vapor density High freezing point Low boiling point Low flashpoint Highly flammable (wide flammabillty range) Low auto-Ignition temperature Pyrophoric The loss or leakage of cargo can occur because of swamping, collision or sinking of vessels, poor design and construction techniques, and im- proper operation or maintenance procedures. Also, the chemical cargo could reach and react with or adversely affect the vessel's hull struc- ture, contaminate the voids around the tank, pollute the air and the water, and endanger the crew and the public. Since our waterways and navigable waters may traverse populated communities this latter concern is a high priority item. The operational controls of the waterborne commerce industry constitute an important part of the overall mitigation process. The requirements which govern the maritime operations are principally con- trolled and enforced by the U.S. Coast Guard. Other agencies which have jursidiction over the air, water and solid waste aspects of the waterborne commerce industry are the Environmental Protection Agency, U.S. Army Corps of Engineers, and the individual state agencies which regulate and enforce the discharge of pollutants to these resources. Mar Ad under the Title XI Program initially reviews the ability of the vessels and crews to operate within the framework of the federal regulations. After the assistance is granted, the vessel operations would have to conform to U.S. Coast Guard regulations. The daily operations including cargo loadings, pilotage, cargo transfer, shipboard safety, and general shipboard operations are controlled by the U.S. Coast Guard. The Coast Guard is the primary agency responsible for the implementation and enforcement of federal mer- chant vessel laws pertaining to waterborne safety and pollution abatement. The regulations implemented by the Coast Guard provide for pollution pre- vention with regard to cargo containment and transfer operations. Since prevention is the most acceptable means of maintaining envi- ronmental quality, the Coast Guard Pollution Prevention Regulations (33 CFR 154, 155, 156) provide equipment requirements and operating pro- cedures for vessels and terminals. These regulations were developed to reduce the probability of an accidental discharge of oil or oily wastes during normal vessel operation, during the transfer of oil or oily wastes, or as a result of certain vessel accidents. Standards for bilge and ballast piping, oil transfer hoses, qualifications for the person-in-charge of an oil transfer, and required tests and records of those tests are in the regulations. These regulations are continually under revision and reflect the latest developments in oil pollution control technology. 3. AMERICAN BUREAU OF SHIPPING RULES The American Bureau of Shipping (ABS) rules give sound guidance for structural design of vessels. Major classification societies such as ABS base their rules on years of experience and research, and they strive to keep informed of the current state of the art in order to improve their rules. The Rules of the American Bureau of Shipping (ABS) prescribe stan- dards for the design and construction of the hull structure, main pro- pulsion machinery, and vital auxiliary equipment for all types of mer- chant vessels. Where there is sufficient need, specific rules are dev- eloped for specialized vessels, such as chemical and liquefied gas tank- ers. Rules have been published for river barges carrying dangerous chemicals in bulk. The Rules require that Surveyors to the Bureau review the design for compliance with technical standards, supervise the con- struction of the vessel and its vital machinery to insure satisfactory workmanship, and survey the vessel periodically while it is in service to confirm that it is maintained in satisfactory condition. Both the United States Coast Guard and the Maritime Administration participate 1n the formulation of the Bureau's Rules. The Bureau has been delegated the authority by the U.S. Coast Guard to assign load lines in accordance with the International Load Line Con- vention. In some areas, ABS standards and/or inspection are accepted as evidence that Coast Guard regulations are met, but ABS is not empowered to regulate on behalf of the U.S. Coast Guard. 4. MARITIME ADMINISTRATION SPECIFICATIONS The Maritime Administration has developed standard specifications to provide guidance for merchant ship designers preparing detailed ship specifications. The ship specifications are divided into over 100 sec- tions, and each section deals with a specific part, system or related series of systems. The construction guidelines follow the latest requirements for the reduction of pollution to the air, water and land resources. MarAd now recommends the applicable design features and equipment for all Title XI ships. This is especially critical with respect to the pollution abate- ment provisions of Sections 70 and 94-4 of the MarAd Specifications. The major environmental specifications of Sections 70 and 94-4, presented 1n Table V-2, are mandatory solely for tankers receiving MarAd construction subsidy assistance and are guidelines for Title XI tank vessels (1, 2). 5-7 £o>d OhtO oc<_iw Q.0C << sgs illl Q.l-N|_ "ode mwOO II Pi oo = ? z2w2i !E o . E° Si 5* toe £5 o£ S| <5l 2< !8 IS is g °U1 >z . 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A INTENSITY ALARM TO UNDARDS ESTABLISHED BY § *-> ocw S DC < < Q 2 < > < {S?o 5s2§ 5 ITH ACOMBINATIO EARLY INDICATE T IE PROVIDED WITH DS THE VALUE EST ROVIDEDWITH AN iURE CLEANLINESS ITYOFTHECENTR i WITH THE SMOKE ON ABOVE THE ST, <£uj 1-Q.Q (3<2 z 2 < 2 UJ < Q O > < Z o >< ^> ->=>£E uj w o s < - 1- ec ce < o o f 2 2 fe z 3 II | g 1 HI < o O DC 2 si < w DC < Q < CC 7 °f 1 o Since their inception, Sections 70 and 94-4 have periodically been updated to prescribe current standards and regulations of the Environ- mental Protection Agency, the Coast Guard and IMCO. It is the general Intent of the MarAd Pollution Abatement Specifications to recommend ap- propriate pollution control measures for the design, construction and operation of all merchant ships in order to protect the quality of the marine environment from ship-generated pollutants. These provisions include oil water separator, oily water slop tank, oil and sewage shore- side discharge connections, oil content meter, marine sanitation device, segregated ballast, pump emergency shutdown, overflow alarm, smoke Indicator and alarms and many other features. One of the latest additions to the MarAd specifications and a sug- gested procedure for Title XI tank vessels is a cargo/ballast system that employs the "Load-On-Top" (LOT) method for reducing vessel operational oil discharges to coastal waters. The LOT method is devised to limit the discharge of oil from tankers caused by pumping oily ballast water and oily tank washings overboard. The amount of ballast water taken aboard tankers generally varies from 20 to 50 percent of the vessel's total cargo capacity (3). In the LOT system, ballast water carried in cargo tanks is first allowed to settle to the bottom and then most of it 1s pumped overboard. The remainder of the oily ballast and washwater is transferred to a slop tank which pro- vides further settling of the water from the oil before the separated water 1s discharged. Fresh cargo oil 1s loaded on top of the residual oil remaining in the slop tank; hence the term "load-on-top." The steps of the LOT cleaning and ballasting method are illustrated in Figure V-l. Presently new methods and designs are being implemented and research carried out to improve the LOT method. A significant part of this oper- ation, particularly for crude oil tankers, is the thorough cleaning or washing down of the cargo tanks which must take place on every ballast voyage. The traditional method of tank washing consists of revolving nozzles connected to the end of a hose lowered to various levels in the tank to be washed. The nozzles revolve around both a vertical and a 1 2 E§3=1 4 5 6 E7E 8 E9E 10 E11E 12 AFTER DISCHARGING OIL CARGO AND AS SHIP EASES OUT TO SEA. TANKS 3, 7, 9 AND 11 ARE FILLED WITH SEA WATER BALLAST. TANKS 2, 4, 8 AND 10 WASHED OIL FLOATS TO TOP OF DIRTY BALLAST 1 2 e3e 4 5 6 e7e 8 e9E 10 E11E 12 WASHING SLOPS FROM TANKS 2. 4. 8 AND 10 ARE PUMPED TO TANK 12 (SLOP TANK). UIIUUU WATER PUMPED OUT OF 3, 7, 9 AND 11 LEAVING OIL CLEAN BALLAST IS PUT INTO TANKS 2, 4, 8 AND 10; SEAWATER IS PUMPED OVERBOARD FROM TANKS 3, 7, 9 AND 11 LEAVING OIL/WATER MIXTURE. SEAWATER PUMPED TO SEA PRIOR TO CARGO LOADING 1 2 3 4 5 6 7 8 9 10 11 12 Figure V-1 SIMPLIFIED ILLUSTRATION OF LOT PROCEDURE SOURCE: Tanker Pollution Abatement Report, U.S. Dept. of Commerce/MarAd, July 1977 horizontal axis by the action of the wash water at a pressure of about 160 psi and a temperature of about 170°F to 180°F. This system is known as the Butterworth System. A new method being employed to improve LOT is a combination of several slop tanks as a Cascade System which allows further settling and reduction of the oily content of the wastewater that may be discharged overboard. Also, improvement in the design of the slop tank is being considered. The shape and configuration of the slop tank, the positioning of the in- lets, outlets, baffles, or weirs in the tank and the use of heating coils and chemical flocculants will help avoid excessive turbulence and entrainment of oil with the water, thereby reducing the oil content of the decanted water discharged to the sea. All tankers will be fitted with an oil content monitoring arrangement to check the purity of any water discharged directly to the sea from the slop tanks. Also effective oil/water interface detectors are being con- sidered for rapid and accurate determination of the oil/water interface. If all tank vessels employed a 100 percent efficient LOT system 100 percent of the time, tank cleaning and ballasting operations would not be a significant source of oil pollution (4). All tankers are not capable of conducting LOT operations. Moreover, LOT operations can cope only with 80 percent of the potential operational pollution arising from tank washings. This is due to the following reasons: The LOT system cannot be applied to tankers in the persistent oil product trade since finished products cannot be mixed with one another and cannot tolerate salt content in the same way as most crude oils. Certain ballast voyages can be so short as to preclude the time necessary for satisfactory operation of the LOT systems. 5-14 Depending on sea conditions, the necessary separation process may not be completely effective. The ability to accurately determine the oil -water interface 1n the holding tank is lacking and consequently results 1n drawing off a portion of the lower layer of oil along with the water. Many of the LOT operational disadvantages can be eliminated by em- ploying alternative techniques (e.g., the installation of segregated ballast tanks or crude oil washing). Exxon International Company, Tanker Department, developed a "crude oil washing process" for washing the tanker's cargo tanks with the crude oil cargo as the washing fluid. Crude oil washing has proven to be more effective than water washing because crude acts as a solvent, dissolving sludge and sediments. IMCO has adopted crude oil washing as an alterna- tive to segregated ballast for existing tankers. If the "crude oil wash- ing" (COW) method 1s properly employed as a closed system (i.e., cargo tank hatches are closed and the pressure of the atmosphere 1n the cargo tank 1s maintained below the vent valve settings), then this type of tank cleaning operation should not be a significant source of air pollution. The majority of tank vessels engaged in the domestic trade are product carriers, except possibly those in the Alaskan trade, and there- fore will not be able to utilize the LOT procedure. Unlike tankers in the crude oil trade which will clean on an average of 30-40% of their tanks on each ballast voyage, product tankers clean a greater percentage or all of their cargo tanks during the ballast voyage. This is because of the uncertainty of the next cargo and the concern for contamination of the subsequent cargo by the residues of the previous one. The residues from a product tanker are discharged to a slop tank and retained on board for discharge to a reception facility. Another recent addition to the MarAd specifications is the collision avoidance radar system for vessels which is considered to be one of the most advanced systems in preventing pollution accidents. This system is capable of tracking fixed and moving targets, providing information with respect to such objects and sounding a warning signal if a collision is 5-15 possible. Such a system provides an automatic radar watch, together with course and speed information necessary to avoid collisions which could result in serious polluting incidents. Collision Avoidance Systems (CAS) are shipboard computers which automatically process radar data and display ship encounter situations that would lead to groundings, collisions and polluting spills. The Collision Avoidance System reduces the Conning Officer's workload and allows more time for decision-making particularly in situations where the danger of an accident is imminent. MarAd currently requires this system on all subsidized ships and the Coast Guard has proposed regula- tions which would require this system installed on all vessels exceeding 10,000 gross tons. MarAd has conducted experimental research at the Computer Aided Operations Research Facility (CAORF), National Maritime Research Center, Kings Point, New York to study deck officer performance with collision avoidance systems (5). The results indicate that a watch officer increases the miss distance to another ship, takes corrective action earlier; makes a substantial course change rather than several small changes; and achieves greater cross-track deviations from other ships. The study revealed that the use of a CAS resulted in a 33 percent increase in miss distance as compared to the use of radar and visual sighting only. The CAORF experiments indicated that CAS improved the miss distances to vessels in heavier traffic and in limited visibility, while miss dis- tances with radar alone decreased in heavy traffic and did not improve in limited visibility. Although not set forth in the anti-pollution MarAd specification, extensive research and development efforts have been sponsored to improve vessel design, maneuverability, and equipment which may mitigate the po- tential of tanker pollution. A brief description of each feature is listed in Table V-3. The listed technical improvements of vessel design, maneuverability and equipment can be utilized to reduce the probability of accidental 5-16 z uiQn oZfft -jSo S2o ucc 3< ujOu azi* oils <<£ 2 JuOz a.Zt-3 So ooc 3< 2 o cc 111! >- O cc QZOS d£ Z ccuj z 5!2* 00K w 5 !S5 5 > C5 o 2o£w hSfEj oqo z ' •-> o HgplZj §1 !8 0°-u.O Q_l O "".-! 0°-u-_i o_i zee (-3 J uiZ OOOC S occ z ±3u. 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Su CC 0.O SOow * z ^ a z |§| HZ z < §?cc> IZ^CD o (9 •~uj s o ffilQ go 1- z Ijjj o l-CCCC <3uj E8S Ogo OK 5 2 << o o o cc 2fc HOC 3< KG HO HJ^-' Oh- < 2 E 2 Q if qO 25 Is 31 ZK r(3 2 2 Oj o o z H < 3 o o < I 1- o 00 I 5 o z o < 1- 1 2i8 gill o I £ z 82i§ SE2S 3|-0 u z cc I o s o o£J jji^ w OH <>- II 21 o o ggoo 30H- 2 1 5.Q1-U--* IU S < 3 < < H u h-OO s o z s o I Z CD a < o 1- o o 3 z < 1- < a °H - J < ujcj < g a 00 I a || < 5 _i O [Jj lii [Jj o 2 o cc z 1 CC (9 m 3 oo 3 3 3 z a 3 > O a g O a cc OO o if ul S w s 5-17 z o < a S PROVIDES ADDITIONAL MANEUVER- ABILITY AT VESSEL SPEEDS BELOW 3 KNOTS REDUCES TUG REQUIREMENTS IN PORT AND DOCKING SITUATIONS REDUCES POTENTIAL SPILL ACCIDENTS SUCH AS COLLISIONS, RAMMINGS PROPELLER PITCH MAY BE CHANGED VERY QUICKLY AND REVERSE THRUST OBTAINED FOR STOPPING PURPOSES REDUCES POTENTIAL SPILL ACCIDENTS SUCH AS COLLISIONS, RAMMINGS IMPROVEMENTS IN THE SHIP'S ABILITY TO TURN AND CHECK A TURN CAN BE REALIZED REDUCES POTENTIAL SPILL ACCIDENTS SUCH AS COLLISION AND RAMMING TWIN SCREW PROPULSION COUPLED WITH A TWIN RUDDER ARRANGEMENT RESULTS IN IMPROVED MANEUVERABILITY REDUCES POTENTIAL SPILL ACCIDENTS SUCH AS COLLISIONS AND RAMMINGS INCREASING THE AMOUNT OF HORSE- POWER AVAILABLE IN THE ASTERN DIRECTION DECREASES THE SHIP'S STRAIGHT LINE STOPPING DISTANCE AND STOPPING TIME REDUCES POTENTIAL SPILL ACCIDENTS SUCH AS COLLISIONS AND RAMMINGS z o £ Q Z s C-ui ig" 11; ><2e z £ 2 = ^2 >:^ = > x " sis! S 5z o 2 < 13 iiES 55 <-% occXo 53 ii o HJ |i EE - ASTERN THRUST INCREASES ROUGHLY AS THE 2/3 POWER OF THE SHAFT HORSEPOWER ASTERN - FOR A LARGE TANKER (191,000 DWT), INCREASING THE AMOUNT OF ASTERN SHAFT HORSEPOWER BY 100% RESULTS IN ABOUT 20-25% REDUCTION IN STOPPING DISTANCE (i.e., INSTEAD OF STOPPING IN 20 SHIP LENGTHS, CAN STOP IN 15-16 SHIP LENGTHS) _i 1 Cm >e 33 IS 2"- 1 > M DC M 3 B X < OS < z t 1 oi Em Ho. s° Ob ua. < E < E Q 3S! <=« DB P Ii z o M 3 O E a. H z ii ii EM E i z E I Q E 5-18 z o < o I DECREASES THE SHIP'S STRAIGHT LINE STOPPING DISTANCE AND STOPPING TIME REDUCES POTENTIAL SPILL ACCIDENTS SUCH AS COLLISIONS AND RAMMING Z m Se£q| Iftlll E"J = 3<2 ililg zz<&u OFFICERS AND PILOTS WILL HAVE A BETTER UNDERSTANDING OF THE VESSEL'S MANEUVERING CAPABILITIES AND LIMITATIONS AND WILL REDUCE POTENTIAL SPILL-PRODUCING ACCIDENTS SUCH AS COLLISIONS. RAMMINGS AND GROUNDINGS IMPROVES MANEUVERABILITY DUE TO MOMENTUM GENERATED BY OPERATING PROPELLERS IN OPPOSITE DIRECTIONS OR AT DIFFERENT ROTATION RATES INCREASES TURNING RATES AND REDUCES POTENTIAL SPILL ACCIDENTS SUCH AS COLLISIONS AND RAMMINGS o - REDUCES SHIP'S STOPPING DISTANCE BY ARTIFICIALLY INCREASING HULL RESISTANCE o BRAKE FLAP SURFACES ARE EXTENDED FROM THE SHIP'S HULL BY HYDRAULIC CONTROL (PLACED EITHER AT BOW OR STERN) o BASICALLY AIRCRAFT BRAKING PARACHUTES WHICH ARE PLACED IN THE WATER OVER EACH SIDE OF THE SHIP o DUCTS ARE LOCATED IN THE BOW OF THE SHIP AND CAUSE A NET DRAG INCREASE ON VESSEL BY DIVERTING THE MOMENTUM OF WATER PASSING THROUGH SYSTEM si §I> Mi ill Sit wqoo EM s|2 3< o z < z 1- z < 2 oc o oc a. Q Z < > z z 3 5 E Z 1- 5 00 XUI tP Sj II Q.O >o JZ 2E Ouj k EMU. EDO i < □ < go 32 <3 P So. i {i o> II Ei IL< t < EcO 11 155 5"- i > M ill 1 1 i I £ -• 5 ° > n 5 SI S $ 2 g 5 m £ £ 3 o o o < Z jj 1 < 3 < 00 E < o o z E K O g i oc > 3 Z < S z o 3 3 O E 0. S oc M z ? 5-19 z o < o I AVOIDS SPILL POLLUTION INCIDENTS BY REDUCING THE CONNING OFFICERS WORKLOAD, ALLOWING MORE TIME FOR DECISION MAKING, PARTICU- LARLY IN SITUATIONS WHERE DANGER OF SHIP COLLISION IS IMMINENT. a z < CO z o !< H z o2 O |- !| 1< • b < ? m £ DC % (3 CO 3§ 2 g > < w < OOajK lS£2 a *z < a §"i >Qz sgg o z , cc _l z o g i i > O 5 in CO I < Q O > < z o w o OC < OC U > Q a OC 1 a "I to § z o M 2! Q » {5 s 5 Hi 2 S|l| 5-20 spills. The design improvements apply to tank vessels whereas the man- euverability devices and equipment may be installed either on the tank vessel or on other vessels which could collide with tank vessels and cause a major spill . 5. INTERNATIONAL STANDARDS By international agreement through the United Nations a special agency entitled Intergovernmental Maritime Consultative Organization (IMCO) was established to provide maritime regulations and issue vessel construction requirements for the waterborne commerce of bulk liquid commodities. IMCO oversees international merchant fleet vessel design and operation for purposes of safety and pollution prevention. The findings of this organization are voluntarily accepted by the United States to guide in vessel regulations and construction. The vessel standards and regulations administered by federal agencies are equal to or more stringent than the general ship specifi- cation standards developed by IMCO. The U.S. Congress in adopting the Ports and Waterways Safety Act of 1972 intended to complement and implement IMCO findings through Coast Guard design, construction, and equipment regulations. Under Title II of this act the U.S. Coast Guard is authorized to develop new standards for vessels carrying polluting substances (6). The need for international agreement on measures curbing the growth of pollution from ships is reflected in various conventions and standards developed and adopted by IMCO. Some of the relevant codes and conventions are discussed in the following paragraphs. a. THE 1973 IMCO CONVENTION FOR THE PREVENTION OF POLLUTION FROM SHIPS (7) The International Conference on Marine Pollution convened by the IMCO in October 1973 achieved its main objective of concluding a new International Convention for the Prevention of Pollution from Ships. The instrument contains provisions aimed at eliminating the intentional pollution of the marine environment by harmful substances and minimizing the accidental discharge of such substances. 5-21 b. IMCO CODE FOR THE CONSTRUCTION AND EQUIPMENT OF SHIPS CARRYING DANGEROUS CHEMICALS IN BULK (8) This Code, developed by the IMCO Subcommittee on Ship Design and Equipment of the Maritime Safety Committee, is based upon a philosophy of relating cargo containment features of vessel design, construction, and operation to the hazards of various chemicals covered by the Code. The Code applies to bulk cargoes of dangerous chemical substances other than petroleum or similar flammable products. c. IMCO CODE FOR THE CONSTRUCTION AND EQUIPMENT OF SHIPS CARRYING LIQUEFIED GASES IN BULK (9) The IMCO Liquefied Gas Code provides internationally agreed upon standards on vessel design, construction, and operation for the safe transportation of liquefied gases in bulk. The Code was prepared by the IMCO Subcommittee on Ship Design and Equipment. The gas tanker code 1s separate and distinct from the bulk chemical code, although it is similar 1n scope and format. The IMCO gas code standards are very comprehensive, covering ship design, construction and, in a limited manner, ship opera- tions. 6. NATIONAL STATUTES AND REGULATIONS a. U.S. COAST GUARD REGULATORY AUTHORITY The laws which give the Coast Guard the authority to develop regula- tions relating to specific dangerous chemical cargoes are contained in: The Dangerous Cargo Act (P.L. 78-809) The Tanker Act (P.L. 74-765) The Espionage Act (P.L. 83-777) The Ports and Waterways Safety Act (P.L. 92-340) 5-22 The Dangerous Cargo Act of 1940 authorizes the Coast Guard to reg- ulate all waterborne bulk dangerous cargoes other than bulk flammable or combustible liquids. Examples of bulk cargoes regulated under this act are ammonia, chlorine, sulfuric acid, hydrochloric acid and molten phosphorus. The Tanker Act of 1936 assigns responsbility to the Coast Guard for regulating the bulk water transportation of flammable and combustible liquids. As the name indicates, the Act applies particularly to tank vessels. Unlike the Dangerous Cargo Act, bulk cargoes are primarily petroleum products and are classified in the regulations on the basis of flash point and Reid vapor pressure. The Espionage Act of 1954 and Executive Order 10173 , as amended, as- sign responsibilities for port security to the U.S. Coast Guard. Although the name implies concern only with subversive activities of an enemy, the scope of responsibility includes regulations of designated waterfront fa- cilities which may jeopardize normal functioning of a U.S. port. In accordance with this Act, the Coast Guard administers regulations covering: (1) the handling of dangerous cargoes on waterfront facilities and onboard vessels and (2) vessel movements, as necessary, to assure the safety of ports, vessels and waterfront facilities. The Ports and Waterways Safety Act of 1972 empowers the Coast Guard to implement regulations and promote the safety of ports, harbors, water- front areas and navigable waters of the United States. This Act has two parts: Title I provides the Coast Guard with broad authority for con- trolling vessels in the nation's ports, coastal waters and waterways, for operating vessel traffic control systems, and for improving the safety of the marine transportation system, as a way of preventing pollu- tion; Title II directs the Coast Guard to develop new regulations and establish standards for vessels carrying polluting substances and provides for the establishment of comprehensive minimum standards of design, con- struction and operation of vessels to protect the environment. These standards will apply to all vessels documented under the laws of the United States or for all vessels entering the navigable waters of the U.S. b. ENVIRONMENTAL PROTECTION AGENCY REGULATORY AUTHORITY The regulation of the domestic waterborne commerce industry by the Environmental Protection Agency is primarily through control stand- ards issued for solid waste, sewage, air, and cargo discharges. The primary legislative acts which authorized the EPA to promulgate the regulations of the industry are: Clean Water Act of 1977 (P.L. 95-217). Federal Water Pollution Control Act Amendments of 1972 (P.L. 92-500) Marine Protection, Research and Sanctuaries Act of 1972 (P.L. 92-532) Clean Air Amendments of 1970 (P.L. 91-604). Clean Water Act of 1977 . This Act, which amended the Federal Water Pollution Control Act, extends U.S. national jurisdiction for water pollution control to the ocean beyond the contiguous zone where the fisheries and other natural resources of the U.S. may be adversely affected. Federal Water Pollution Control Act Amendments of 1972. The most significant national goals of these amendments relating to the marine environment are: the discharge of pollutants into the navigable waters of the U.S. be eliminated by 1985, wherever attainable, an interim goal of water quality which provides for protection and propagation of fish, shellfish, wildlife, and provides for recreation in and on water to be achieved by 1983, the discharge of toxic pollutants in toxic amounts be pro- hibited and a major research and demonstration effort be made to develop technology necessary to eliminate the discharge of pollutants into the navigable waters, waters of the contiguous zone, and the oceans. While the 1972 Amendments are directed primarily at water pollution from land-based municipal and industrial sources, they do contain some provisions which relate to vessels. In particular, the Amendments extend the present provisions concerning liability for clean-up costs which apply to oil under the Water Quality Improvement Act Amendments to hazard- ous substances and create a new penalty for the discharge of hazardous substances which cannot be cleaned up. This Act required EPA to promul- gate standards of performance for marine sanitation devices to prevent the discharge of untreated or inadequately treated sewage into or upon the navigable waters of the United States from vessels. The long range standard is for no discharge of sewage from vessels into U.S. waters. Marine Protection, Research and Sanctuaries Act of 1972 . This Act requires a permit from the Environmental Protection Agency for all dumping in U.S. waters and the contiguous zone and dumping of material transported from the United States anywhere in the oceans. The ocean dumping law prohibits disposal of radiological, chemical, and biological warfare agents and any high-level radioactive wastes in the ocean, and it provides for regulation of all other dumping through issuance of permits by EPA. U.S. jurisdiction applies anywhere on the high seas to dumping by Government vessels and to dumping of materials that have been transported from U.S. ports. All vessels in U.S. territorial waters and the contiguous zone are also subject to U.S. controls. The law calls for a comprehensive research and monitoring program on the effects of ocean dumping and authorizes the establishment of marine sanctuaries for recre- ation, conservation and ecological purposes. Clean Air Amendments of 1970 . The Clean Air Amendments of 1970 set in motion a nationwide federal and state program to achieve acceptable air quality. In essence, the Clean Air Act requires achievement of national standards of ambient air quality to protect public health. These standards are known as primary standards. Secondary standards will be designed to protect aesthetics, property and vegetation. 5-25 The Act requires that EPA implement regulations which will cover the emissions of shore facility stack gases for various industry plants inclu- ding those relating to steam generating plants. While these regulations would apply to shipyard facilities, they would not apply to ships because they are not fixed installations. The spirit of this act is carried by the state statutes which, in some major port areas, do exercise control of vessel stack and incinerator emissions. c. U.S. ARMY CORPS OF ENGINEERS' REGULATORY AUTHORITY The U.S. Army Corps of Engineers has had a long involvement with developing and regulating domestic shipping principally within ports and on the inland waterway system. Under the current federal regulations (33 CFR Part 209), the Corps has regulatory authority over the discharge of refuse into navigable waterways, and is charged with the responsibility to ensure the preservation of the quality of the aquatic environment. In response to the federal pollution abatement policies, the Corps of Engineers personnel can be enlisted under 33 CFR 151 to enforce Coast Guard regulations including swearing out warrants and making arrests. d. STATE STATUTES The control of pollutant waste streams from shipping is also controlled by state statutes. All states have enacted water quality measures to protect their waterways from sources of pollution. These regulations are applicable to controls of shipborne waste systems and discharges as a result of negligent cargo handling. Certain states which have high air pollution levels have enacted standards for vessel stack emissions. These requirements are primarily enforced to reduce sulphur dioxide emissions in the non-attainment areas. The vessels engaged in these areas would be controlled accordingly. The individual states have always had the power to legislate pilotage requirements within their waters. With this instrument the state retains some direct control in the daily operations of the industry within its waters. The states also have the power to exercise control so long as it does not interfere with federal and international relationships. 5-26 Operations within the Great Lakes are governed by the Great Lakes Water Quality Agreement of 1972. This agreement consists of a number of annexes, several of which discuss the control of vessel design, construc- tion, operation and the control of vessel wastes. Operation of vessels on the Great Lakes come under the pollution abatement articles of this agreement. B. MARINE TRANSPORTATION SERVICES The creation of a safer navigation environment through federal assistance and control to the shipping industry is a major mitigative action to prevent groundings and collisions, and their resultant oil and chemical spills. The U.S. Coast Guard, the Department of Commerce, and the U.S. Corps of Engineers all provide on a daily basis marine and in- land waterway transportation services. 1. U.S. COAST GUARD The U.S. Coast Guard is the principal federal agency for providing the required assistance. Their assistance can be divided into categories as: navigational aid systems, communication systems, vessel traffic systems, and cargo information. a. NAVIGATIONAL AIDS Techniques developed and employed for the industry include: improved aids to navigation (buoys, ranges, structures), radar systems, satellite navigation systems and the Loran navigation systems. These systems are being continuously upgraded to provide faster and more accurate vessel positioning capabilities. b. COMMUNICATION SYSTEMS With the enactment of the Bridge to Bridge Radiotelephone Act of 1971, all vessels operating in navigable waters of the U.S. are required to have bridge to bridge communication systems. The Coast Guard is charged with the responsibility of enforcing this act. 5-27 c. VESSEL TRAFFIC SERVICE (VTS) One area of marine operations with clear implications for vessel safety and environmental protection is a Vessel Traffic Service (VTS). The Coast Guard defines VTS as: "an integrated system encompassing the variety of technologies, equipment and people employed to coordinate vessel movements in or approaching a port or waterway." The Ports and Waterways Safety Act enacted by Congress on July 10, 1972, authorized the Coast Guard to: "(1) establish, operate and maintain vessel traffic services and systems for ports, harbors, and other waters subject to congested vessel traffic; (2) require vessels to carry or in- stall electronic or other devices necessary in the traffic system; and (3) control vessel traffic, when conditions are hazardous or congested, by specifying times of vessel movements, establishing routing schemes, establishing vessel size and speed limitations, and restricting vessel operations to those vessels with particular operating capabilities." Both historical casualty data and the future outlook for waterborne commerce indicate a need for improved marine traffic safety. The objectives of Vessel Traffic Service are to reduce the probability of vessel collisions, rammings and groundings while facilitating the orderly movement of vessels within or through navigable waters. Vessel Traffic Service can make significant contributions to this objective. A U.S. Coast Guard study (10) of 22 major U.S. ports and waterways concluded that some types of casualties could be avoided by the imple- mentation of Vessel Traffic Service (VTS). Each area was evaluated on the basis of economic losses, pollution incidents, and deaths and injur- ies resulting from vessel casualties, and the effectiveness of various levels of VTS in reducing those losses. Those areas studied are listed in Table V-4 in descending order beginning with the ports and waterways most in need of VTS. For each location, an estimate has been made of the effectiveness of the recommended level of VTS in reducing casualties. The levels of VTS referred to in Table V-4 are as follows: 5-28 §2 3-" Qco UJK UJZ cm co o U|UI 3" - r r if i" j" O -f N OO DC « M M cm OC O O cm O O OOOOOO 1 01 1 > o 6 z UJZ £S CM i- (M «-^- <0 «0 i- CM CO (O 00 O CO CO CM CJ 00 M * C* CO r» t- r» coco cm i- r«« i- to «- cm cm n «- in i- (A OCUI < «-«»en oo> oo o is « en oo r» *■ co ^ in 5 2 to K ° 2 o z otvm co o e> o in n n < octree OOtu NEWYORK NEW ORLEANS H OUSTON/G A LV ESTO N SABINE - NECHES (ICW 265 -290) CHESAPEAKE BAY ICW 80 - 99 (MORGAN CITY) ICW 107 - 129 (COTE BLANCHE) BATON ROUGE SAN FRANCISCO ICW 50 - 60 (HANNA) CHICAGO DELAWARE RIVER & BAY TAMPA PUGET SOUND MOBILE DETROIT RIVER ICW 155 -179 VERMILLION RIVER ST. LOUIS LONG ISLAND SOUND LA/LB CORPUS CHRISTI BOSTON {el ill £• E S ° o e si II? 5-29 L - Vessel Bridge-to-Bridge Radio Telephone. L R - Regulations - for example, regulations establishing a relationship between tow boat characteristics and size of tow. L 1 - Traffic Separation Scheme (TSS). I_ 2 - Vessel Movement Reporting System (VMRS). A system where vessels relay navigational information to a shore-based control center. Lo - Basic Surveillance - shore-based radar for observing vessel positions and movements. 4'_ Advanced Surveillance and Automated Advanced Surveillance - 5 Collision avoidance radar and computer-interfaced components. VTS appears most effective in reducing collision casualties and least effective in rammings. VTS would not prevent casualties directly result- ing from mechanical failures, groundings and rammings due to winds or cur- rents, collisions caused by pleasure craft, and rammings at piers and docks. The Coast Guard is now operating major advanced Vessel Traffic Services (l_ 3 , l_ 4 , and L 5 ) in Puget Sound, San Francisco and the Houston-Galveston area. The Puget Sound VTS is a mandatory system and the San Francisco and Houston-Galveston VTS systems are voluntary at this time. Vessel Traffic Services are underway for the Lower Mississippi River (New Orleans) and for the New York areas. d. CARGO INFORMATION When shipment of a dangerous chemical cargo is planned, the shipper or carrier may contact the U.S. Coast Guard for assistance regarding rules and regulations. For chemical cargoes not covered in the regulations, the appropriate Coast Guard office will provide the criteria or information upon which approval is based. The personnel in the Cargo and Hazardous Materials Division at Coast Guard Headquarters in Washington, D.C. review proposed shipments and provide information on approvals. b-30 2. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION MARINE TRANSPORTATION (NOAA) NOAA primarily aids the marine shipping industry by publishing the most up to date navigational charts, notes and tables for all navigable waterways within the U.S. This agency also informs vessels of current weather conditions and issues weather warnings as required. These two activities help to promote a safer navigational environment and thus re- duce environmental risks. 3. U.S. ARMY CORPS OF ENGINEERS The Corps of Engineers is the principal agency for developing and maintaining safe waterways from the civil engineering viewpoint. The Corps provides all the channel straightening, bend easing, and channel dredging required to maintain the navigable waterways in a safe condition. The Corps has permit power on all construction along the nation's navig- able inland waterways and along the coastal shelf. By regulating the development, the Corps can ensure that safe navigation in the waterways is promoted and maintained. C. INSPECTION AND MONITORING Inspection and monitoring of the waterborne commerce operations for safety and pollution abatement by federal agencies constitutes a meaning- ful program for the mitigation of environmental damage. The primary re- sponsibility for Inspection and monitoring of the maritime industry is with the U.S. Coast Guard. In response to this responsibility the Coast Guard operates a multi faceted program of shore, shipboard, airborne, and remote sensing surveillance systems. Inspection and monitoring of the oil transfer operation between ship and terminals is a major program in the Coast Guard harbor patrol function. Under these inspection systems both the facilities and management of the transfer action are monitored to ensure safe transfers. Included in this program is the periodic annual or biannual physical inspection of the vessel. Since July 1, 1974, U.S. 5-31 inspected vessels have been required to comply with the Pollution Prevention Regulations as a condition of certification. Without a valid certificate, the vessel may not continue in commercial service. The Captain of the Port (COTP) or Officer in Charge, Marine Inspection (OCMI) may order oil transfer operations suspended when he finds there is a condition requiring immediate action to prevent the discharge of oil. The Coast Guard regulations require each tanker crew to maintain an Oil Record Book. Vessels engaged in domestic trade must enter any information regarding ballasting, deballasting or cleaning of the cargo tanks, dis- posal of oily residue from the slop tanks or from other sources and any accidental or exceptional discharges of oil. Through the periodic inspec- tion of the book, management problem areas and possible sources of pollu- ton incidents can be determined. Pollution monitoring is a continuous function within the Coast Guard. Under this program, harbor, channel and oceanic surveillance is conducted to detect spills and monitor general vessel operations. This program also permits the Coast Guard to board vessels from which sources of pol- lution are suspected to occur. The routine inspection of the waterways and vessel traffic are positive programs to control unsafe operations which could lead to polluting incidents. In response to the provisions of the Federal Water Pollution Control Act of 1972 the Coast Guard expanded its pollution surveillance program to incorporate: airborne remote sensing over wide areas which have high levels of pollution incidents; remote local area surveillance within ports and estuaries and near shore areas; and spill source identification. The Coast Guard has developed a sensor system called Airborne Oil Surveillance System (AOSS II), which can detect illegal discharges of oil and provide documentation for enforcement action. The system employs a combination of current state-of-the-art sensors which are integrated to provide day/night surveillance capabilities, effective in all but extreme weather conditions. Although it is still considered a prototype, AOSS II has proven itself to be a capable tool for detecting and mapping 5-32 oil spills. In the fall of 1978, the Coast Guard contracted for its first production sensor system, called Airborne Remote Identification System (ARI), to be installed aboard six new medium-range surveillance aircraft. The Coast Guard has also been developing prototype oil-in-water sensors capable of continuous automatic monitoring of local, high risk spill areas in harbors, rivers and deepwater sites. These sensors are of two types: buoy mounted and fixed (to stationary objects). Telemetry- generated data is transmitted to receiver units in local Captain of the Port (COTP) or Marine Safety Offices using current telephone circuitry. A scientific technique has been developed by the Coast Guard to identify the source of an oil spill in a waterway. This system utilizes fluoresence spectroscopy, infrared spectroscopy, thin-layer chromatography, and gas chromatography, and is capable of providing a correct match or mismatch in 99.99% of all comparisons. A number of mini labs located at COTP units aid in identifying oil spills by utilizing fluorescence spectroscopy and thin-layer chromatography. The overall inspection and monitoring program demonstrates the emphasis the federal government is placing on eliminating spills and prosecuting the responsible parties. D. PERSONNEL QUALIFICATION STANDARDS AND TRAINING An alternative approach to reducing marine pollution from waterborne commerce is to improve the training of tanker, barge and terminal personnel and to improve testing and certification procedures to insure that such personnel have the necessary skills. The importance of adequately trained personnel in marine transportation systems is graphically demonstrated in accident statistics. U.S. Coast Guard studies have indicated that 80 to 85 percent of the casualties were related to personnel errors. Personnel error has constantly been a major contributor to the level of pollution in the environment. Higher personnel standards augment the pollution-abatement effect of improved hardware since higher levels of 5-33 technology will require improvement in the knowledge and capabilities of operating personnel both in the vessel's crew and at the terminal. While the degree of mitigation attributed to training cannot be quantified, it would follow that as personnel training programs, examination, and certification procedures become more rigorous, there should be a major reduction in pollution incidents. The U.S. laws and regulations affect- ing U.S. flag ships are both more stringent and far more enforceable in matters of safety of personnel, property, and environment than Inter- national conventions or treaties. Both industry and the federal government have cooperated in training programs to upgrade personnel competence. The Coast Guard, MarAd and Environmental Protection Agency all have current educational and training programs related to marine pollution abatement. Formal training programs for merchant marine personnel are offered in a variety of facilities both public and private. The major installations are the U.S. Merchant Marine Academy operated by MarAd, six State Maritime Academies and Colleges, the three Regional Training Centers operated by MarAd, and the several industry training centers operated under joint trusteeship of particular maritime unions and steamship company groups. All of these installations are in close contact with the U.S. Coast Guard and MarAd with particular concern for updating curriculum content in keeping with new skill and knowledge needs, whether enforced by regulation or not. The U.S. Merchant Marine Academy, operated as a fully accredited college by MarAd for the education and training of new Engineering and Deck Officers, offers an environmental pollution control course consisting of two ten-week sessions. The Maritime Institute of Graduate Studies located at Lithicam, Maryland offers a refresher training course to Merchant Marine Officers including simulated radar exercises and cargo handling and engine room control from a centralized control panel. Shiphandling simulators are located at the U.S. Merchant Marine Academy, Kings Point, New York (sponsored by MarAd) and at Marine Safety International, Inc., LaGuardia Airport, New York, New York (an industry school). The shiphandling simulators are a mock-up of a life-size ship's bridge surrounded by a projection screen. Projected on the screen are images of a ship entering specific ports or harbors enroute to a particular terminal site. The operating characteristics of the vessel are repro- duced in the simulator. Control changes made by the ship's officers on the mock-up bridge will produce changes in the projected image on the screen. The simulator is programmed to vary weather conditions, time of day, depth of water, pecularities of channels and traffic patterns. MarAd's National Maritime Research Center at the U.S. Merchant Marine Academy has cooperated with the U.S. Coast Guard in a major revision of the Tankerman Manual, a U.S. Coast Guard publication specifically designed to cover the field of knowledge for the special skills required on board tank vessels. The basic requirements for these skills are specified in: Rules and Regulations for Licensing and Certification of Merchant Marine Personnel . The Tankerman Manual covers new technologies, new operational pro- cedures, and pollution control in keeping with the intent of the laws and regulations. The Manual constitutes a basic reference work in the field, has direct use as a course text in formal training programs for seafarers endeavoring to acquire a "Tankerman" rating, and is the source for devel- opment of examination questions for issue of the rating document. With specific reference to environmental protection courses designed for seafarers and terminal personnel, regardless of ship type, MarAd issued on October 21, 1975 its Curriculum on Marine Pollution Abatement and has prepared a pollution abatement manual which is available to all existing maritime training facilities. In MarAd's Regional Offices, ongoing short courses are offered to active merchant mariners in collision avoidance radar, Long Range Radio Navigation (LORAN), firefighting and damage control. Since July 1, 1971, the U.S. Coast Guard has required that all licensed deck officers satis- factorily demonstrate their capabilities as qualified Radar Observers 5-35 every five years in order to continue sailing on their licenses. New Coast Guard regulations pertaining to licensing of merchant marine officers and seamen include questions in the area of environmental pol- lution and related laws, regulations and procedures to prevent pollution. The U.S. Coast Guard examinations achieve some measure of assurance that merchant mariners possess the basic knowledge necessary to minimize or avert environmental damage. Failure to satisfactorily answer these pollution abatement questions can lead to non-issue or non-renewal of the mariner's document. Pollution incidents found to be caused by personnel fault can lead to action by the U.S. Coast Guard in suspension or revo- cation of license documents. In addition to seaman training, extensive nationwide training programs have been initiated in oil and chemical spill control and cleanup. These training sessions are generally coordinated with federal, state and indus- try personnel to familiarize cleanup crews with the techniques to be employed in spill prevention, control and cleanup. These programs provide immediate mitigative control to reduce environmental degradation from oil or chemical releases. E. SPILL CONTROL AND CLEANUP The single most important mitigative measure for the control and cleanup of polluting spills is the formulation of the National Contin- gency Plan (NCP). This plan was developed in response to the 1970, 1972, and 1977 Federal Water Pollution Control Act Amendments which recognized spills were inevitable and a National Contingency plan was essential for environmental protection. All of the agencies respon- sible for terminal activities, ports, and inland, coastal and Great Lakes waterways have established local plans. To enact the policies of the 1970 Act, the federal government established national and regional response teams to direct and coordinate pollution control efforts. The Coast Guard has the federal responsibility to control spills from the waterborne shipping industry on the high seas, coastal and contiguous zone waters, the Great Lakes, ports, and harbors. For spills within these defined areas the Coast Guard provides an On-Scene Coordinator who 5-36 supervises the implementation of the specific contingency plan. The Coast Guard has developed quick response teams which can be rapidly deployed by air to the spill scene. The Environmental Protection Agency and the Coast Guard have developed a wide spectrum of equipment for spill control and cleanup and for envi- ronmental restoration. Such equipment includes: oil water separation, tanker pump out and containment equipment, oil barriers, oil absorbents, dispersants, beach cleanup equipment, and other oil control measures. Within certain larger port and terminal areas oil spill cleanup associations have been formed by the waterway users. These organizations have assembled more equipment than an individual waterborne user could employ, and also have the necessary manpower to quickly respond to major spills and incidents. An action plan for federal, state, and local authorities for oil spill control and cleanup was developed by the Council on Environmental Quality (the "National Oil and Hazardous Materials Pollution Contingency Plan") in August 1971 and amended in 1975. Mechanisms were established for coordinating the response to a spill of oil (or other hazardous material) among interested government agencies. The following three classes of spill volumes were established for offshore waters: Minor - less than 1,000 gallons Moderate - 1,000 to 100,000 gallons Major - more than 100,000 gallons In the plan, the U.S. Coast Guard was given responsibility for developing regional plans and required to furnish the On-Scene Coordi- nator who is the sole responsible agent to coordinate and direct the spill control activities in the coastal waters. The Coast Guard assigns pre-designated On-Scene Coordinators (OSCs) for each coastal region. Each 0SC is responsible for the development of detailed local contingency plans to identify potential problem areas and the available federal, state, local, and commercial pollution control resources. The 0SC estab- lishes a means for rapid and effective responses so as to avoid or mini- 5-37 mize damage to the environment from pollution incidents which occur within his region. Local contingency plans are further supported through regional contingency plans which contain the means for rapid acquisition of expertise and equipment from other governmental agencies when needed. The On-Scene Coordinator for an area is notified whenever a discharge occurs in his region. He evaluates the situation and initiates further federal response efforts as appropriate. It is the policy of the federal government to encourage the party responsible for the discharge to under- take appropriate removal actions. These actions are continually monitored by the OSC. If the responsible party fails at anytime to undertake proper removal actions, or the identity of the responsible party is un- known, the OSC will act to take the steps necessary to remove the pollut- ant. When federal actions become necessary commercial cleanup contrac- tors are utilized whenever possible. Coast Guard Strike Team person- nel participate in cleanup efforts when contractors are unavailable or do not possess the necessary equipment or expertise. State pollution response capabilities exist in some regions of the country and these resources may also be utilized by OSC s during federal cleanup operations. Personnel having specific expertise in the various areas that are involved in the overall decision making process, such as bird cleaning, sensi- tivity of an estuary, etc., are made available to the OSC for his use in an advisory capacity. Such advisors originate from the National Strike Force, Regional Response Teams consisting of federal, state, and local agency representatives. The Environmental Protection Agency is tasked with providing OSCs to respond to pollution incidents which occur on the inland waters of the United States. Likewise, EPA has the responsibility for issuing regulations to prevent pollution from non-transportation related facilities. Thus, the two agencies work closely with each other and have complementing programs in the areas of prevention and response which, when combined, cover all of the navigable waters of the United States. 5-38 1. OIL SPILL CONTROL AND CLEANUP (11, 12, 13, 14) Control and cleanup procedures following a tank vessel oil spill are an essential part of mitigating the effects of environmental damage. The Coast Guard has conducted a number of research and development pro- jects to Improve the state-of-the-art in containment, recovery and clean- up of oil spills. Advanced equipment developed by the Coast Guard thus far for use in coping with pollution incidents resulting from vessel accidents includes an air deliverable, high capacity pumping system for pumping oil or oil-water mixtures from damaged tankers, a rough water oil con- tainment system, and a rough water recovery skimming system. These con- tainment and recovery systems will function effectively in 5 foot seas, 20 knot winds, and 1-1/2 knot currents. There are several containment barriers, pumping systems, and oil recovery systems in the Coast Guard Strike Team inventory. Any or all of this equipment can be fully deployed within 24 hours of notification. Although this first generation rough seas equipment represents a significant capability and the best that exists in the world today, when on-scene conditions exceed their design limits as occurred in the ARGO MERCHANT incident, where the winds were at times in excess of 50 knots and the seas approached 20 feet, this equipment is virtually useless. Research is continuing to increase this capability, but it is recognized there are practical limits for contain- ment and recovery of oil. The Coast Guard has also developed a high speed surface delivery system. This device will be utilized for transporting equipment from a staging site to the scene of an incident. The system is a planed hull sled designed to be towed by helicopter or ship. Other areas which the Coast Guard is presently investigating include the identification of special requirements for response for operations in cold weather (arctic) environments and a fast current oil recovery device that will be able to remove oil from areas with currents as strong as 10 knots. 5-39 The following describes the technology developed by private industry for control and cleanup of oil spills on water. a. OIL RETENTION BARRIERS There are many devices (booms) for floating oil containment. Almost all booms have severe limitations regarding wave heights and currents in which they can retain 100 percent of the spilled oil. Short, choppy waves are usually most troublesome because most barriers cannot readily follow these waves. Oil can flow out underneath or slosh over the top. Strong currents also entrain oil droplets near the front of the contained slick; those droplets can pass beneath the barrier. This type of con- tainment system, however, does allow the oil removal system to be an integral part of the overall port design, which is a definite advantage over other containment concepts. Such systems can be placed around the ship after docking and removed before sailing. Another concept in oil retention barriers is a device called a pneumatic barrier in which a continuous upward flow of air bubbles from a submerged manifold creates an upward current. At the surface the bubbles dissipate, upward water momentum is deflected and causes surface currents which can be used to oppose the potential spreading energy of oil at a given depth. When equilibrium is established the floating oil is essentially contained by the bubble generated currents. Breaking waves and strong natural currents require large amounts of power to create bubble generated water currents at the surface capable of contain- ing the oil. Under these conditions some oil continuously drains over the top as small droplets, or is swept through. The primary advantage of the pneumatic system is its permanent installation below the water where ships can pass over or through it so that handling of containment booms is not necessary for each vessel movement. However, separate pickup and removal equipment must be avail- able to move into and extract the contained oil. b. SKIMMING DEVICES There are other methods of controlling and collecting spilled oil. Skimming devices scrape oil off the water surface or force it along rotating elements (plates, disk, belts, etc.) from which it can be recovered. Vortex generating devices to separate oil and water have been developed. Magnetic liquids can be added to the oil, and recovery by magnetic pick-up devices is then possible. One of the most promising of all these collection devices for use in offshore terminal harbors appears to be a skimmer boat using an inclined plane. As the collectior boat moves through the water, oil (and water-in-oil emulsions) is forcec along the moving plane until it reaches the collection well from which it is pumped to an auxiliary collection tank. c. TREATING AGENTS A variety of treating agents have been used in the field. These include: Sorbents that absorb oil to form a floating mass for later collection and removal. Sinking agents (such as sand) create a compound or mixture dense enough to sink. Burning agents are chemicals or other materials which assist ignition or enhance combustion of spilled oil. Dispersants are chemicals forming oil-in-water suspension. Biodegradants are substances that promote oxidization of oil by bacterial action. Gelling agents are chemicals that form semi -sol id oil agglom- erates which facilitate removal. Herding agents are chemicals that concentrate the spilled oil in a small area. 5-41 (1) Sorbents. Any material that absorbs oil and floats for later pickup and disposal (or oil removal and reuse) can be considered to be a sorbent. In laboratory experiments polyurethane foams showed the highest oil sorption capacity, while inorganic sorbents have the least. Detergents and other surface contaminants interfered with their effectiveness. Five basic operations are required to achieve oil removal by sorbents; these are: Sorbent broadcasting. Oil-sorbent harvesting. Oil -sorbent separation. Oil storage or disposal, Sorbent reuse or disposal. The main advantage of sorbents is that they are not affected by sea conditions. In fact, better results are achieved in the presence of waves to provide mixing energy. Lacking a mechanical retrieval system, manual labor must be used, which is a major disadvantage. In addition retrieved sorbents contribute to solid waste or air pollution problems. A surface active chemical ("herder") to prevent spreading can be used with polyurethane foam as a sorbent under favorable sea (4 to 6 foot wave) conditions. Preliminary tests indicate that the system is a feasible technique for controlling and recovering oil spills on the ocean over a broad spectrum of weather conditions. (2) Sinking Agents . Dense materials such as sand can he used to form a compound or oil -sol id mixture dense enough to sink to the bottom. Of concern obviously is what happens to bottom dwelling organisms when covered by the sunken oil-sand mixtures. The available data does not permit an adequate assessment of these effects. However, it can perhaps be assumed that any sessile epifauna (organisms living on the surface that do not move) in the area affected will be killed. Some infaunal (living in the sediments) organisms may be able to reestablish a connec- tion to the sediment water interface and will not be killed by a lack of oxygen. However, they will likely suffer from the toxic effects of the oil. 5-42 In general, sand-water slurries which contain a cationic wetting agent to render the solid surface oil wettable in the presence of water can cause sinking provided the wetting agent concentration is large enough to produce oleophilic (oil-wetted) sand surfaces. To prevent the formation of continuous carpets of the sunken oil -sand conglomerate on the bottom, a dispersant chemical can be sprayed on the floating oil film before the sand-wetting agent is applied. The "National Contingency Plan" provides guidelines for the use of sinking agents. The Plan is presented in Title 40 of the Code of Fed- eral Regulations, Part 1510.1, Annex X. Paragraph 2007.1-1 of the Plan states that sinking agents shall not be applied to discharges of oil or hazardous substances on the navigable waters of the United States and the contiguous zone. (3) Burning Agents . Burning agents are materials or chemicals which aid burning of oil on water. It appears that there is little toxicity to marine organisms since the burning agents employed were either inert or non-toxic. No evidence is available to permit evalu- ations of the effects of burning on marine life beneath the spill area. Improved combustion would also reduce the smoke plumes by consuming more of the polluting exhausts. Field investigations have uncovered problems with wind and wave action which separated the slick in smaller pools which did not ignite and burn. Barrier containment to provide continuous burning is a possible solution. (4) Dispersants . Dlspersants are chemical agents or compounds which emulsify, disperse, or solubilize oil into the water column or act to further the surface spreading of oil slicks in order to promote dis- persal of oil into the water column. Toxicity and secondary effects of dispersal agents to marine life has been the object of considerable research. In a circulating aquarium system, the toxicity of two types of non-ionic, oil -dispersing agents was tested on common marine species: an edible mussel, winter flounder, soft shell clam, mummichog, Atlantic silversides, and fourth stage lobster larvae. The wery short-term life period (24 hours) suggested that the high toxicity was due to the 5-43 relatively volatile solvent fraction of the oil dispersant. The toxicity of both dispersants to marine plankton was also investigated at a concentra- tion of 30 ppm (dispersant). Before adding the dispersants, all organisms were alive and vigorous. Twenty-four hours later, 90 percent were dead or moribund. Field studies of the effects of dispersants have also docu- mented their toxicity to a variety of marine organisms. Some recently developed dispersants, however, have toxicities less than oil. Because of the above-mentioned problems concerning the use of dis- persants 1n controlling oil spills, rigorous restrictions and guidelines were established in the National Contingency Plan. For example, when there are major and medium discharges, dispersing agents may be used in quantities designated by the OSC when their use will: (1) in the judgment of the OSC, prevent or substantially reduce hazard to human life or Hmb or substantially reduce explosion or fire hazard to property; (2) in the judgment of the EPA regional response team (RRT), prevent or reduce substantial hazard to a major segment of vulnerable waterfowl species populations; or result in the least overall environmental damage, or result in the least interference with designated water uses. The appropriate state or federal agencies would be consulted on these matters on a case-by-case basis. In addition, there are special provisions for minor discharges and special restrictions for chemical dispersing agents. Details of these restrictions and guidelines are outlined in Title 40 of the Code of Federal Regulations, Part 1510, Annex X, Paragraph 2003. d. TYPE OF LOCATION AND CONTROL OF OIL SPILLS Control of accidental oil spills is considered in three subgroups depending on the location of the spill: (1) in port or harbor; (2) at sea; or (3) near shore and coastal inlets. (1 ) Containment and Cleanup in Port and Harbor . Because of the chronic and continuing nature of small spills from routine operations in harbor areas, it is anticipated that containment equipment will be in place surrounding the site of normal loading or unloading. In that way, immediate containment and removal could take place should oil be spilled. Control of oil spills at a terminal or port can be greatly facili- tated by proper terminal design. Consideration must be given to this factor in site selection and design facilities. A properly planned fa- cility could trap spilled oil from tankers or could allow slips to be sealed off during transfer. Breakwaters protecting ports can make floating containment barriers surrounding ships function more effectively by reducing wave conditions. Strong currents could also be reduced by proper port design and such designs improved by using a hydraulic model test. Using known containment and cleanup techniques, it appears that control of small oil spills from ships in a harbor can be effective and is a relatively minor problem if dock site selection and design incor- porates environmental considerations for proper functioning of existing oil spill containment and removal devices. If the containment or oil removal devices are ineffective, oil can spread in the harbor or terminal area to enter various ecological systems with the harmful effects as previously described. (2) Containment at Sea . A cost effectiveness analysis (8) was made of equipment, materials and techniques applicable to removal or disper- sal of oil on open waters. Parameters included oil types, spill loca- tions (3 and 12 miles from shore) and spill sizes (2,700; 270,000; and 6,750,000 gallons). Evaluation criteria included: completeness of oil removal; removal rate; hazard and pollution; use in small areas; environ- mental sensitivity; temperature extremes; toxicity to marine life; and system availability. The most practical universal system for cleaning up massive spills with a favorable cost effectiveness ratio was found to be dispersing. The next most practical system was that of containment and dispersing. 5-45 For spills up to 270,000 gallons, it was concluded that there would be no significant toxic or other deleterious effect on offshore fishing. However, for the massive 6,750,000 gallon spill, large amounts of dispersants would be required and the probability of exceeding a 5 ppm limit on dispersant concentration would be great. Finally, burning agents were judged to be the third best system based on favorable costs but limited applicability to oil types and allowable environmental conditions. Although it is recognized that containment and recovery of spilled oil at sea is highly desirable, no system is now available that can handle the possible range of oil spill sizes or cope with waves above six to eight feet and currents greater than a knot. Such conditions are commonly experienced at sea. One attractive possibility is combining a containment device as part of a larger system. The complete system would consist of the barrier; a removal system within the barrier to remove oil as it accumulates; a separation device; and finally a storage and disposal system for the col- lected oil. Such a system is not yet available. In summary: Presently available containment barriers (booms) are ineffective in currents greater than 1 knot and waves 6-8 feet; Large removal devices have yet to be systematically developed and evaluated for optimum efficient designs; and Dispersants, although economic and effective in heavy seas, are still toxic and their use must be restricted. Because a capability is not available today, one must conclude that a spill of 30,000 tons or larger could not be contained effectively in the open or coastal ocean waters. (3) Containment Near Shore and Coastal Inlets. Bays, lagoons, and many estuarine areas along much of the Atlantic and Gulf Coast are naturally protected by barrier beaches. Various inlets penetrate the 546 barrier beaches and provide passages for spilled oil to enter estuaries or lagoons. In the event that oil from a major spill approaches the coast, it would be desirable to seal off the inlet(s) involved. Thus, oil would be kept out of the most ecologically important areas with a minimum effort. However, should oil reach a barrier beach area far from an inlet, natural shore transport processes would tend to eventually move the contaminated sand along the shore until an inlet is reached. From there, it could spread to the estuary or adjacent wetland area. Barriers to protect inlets could be a floating mechanical or pneu- matic barrier. Limitations of present designs have been described previously. Each would have certain advantages. For example, the mech- anical type floating barrier could be more readily installed at any of the possible inlets. Therefore, its portability and relative flexibility in length make it more versatile for possible use at any inlets from a central storage point. Certainly, if the offshore spill is 25-30 miles from shore, time will be available to chart the movements of the slick and prepare shoreline defenses as is currently done for hurricanes. On the other hand, pneumatic barriers may be permanently installed across the major navigation inlets; their primary advantage lies in permitting an uninterrupted ship movement to continue until the oil endangers the coastlines. At present, no inlet protection systems of this type exist in U.S. waters. When oil comes ashore, pronounced economic and ecological damages usually result. In many cases of offshore spills, complete removal or dispersal of the oil will be impossible and, therefore, methods and procedures for beach restoration must be available. When a spill occurs and oil washes ashore, it accumulates along the shoreline and may con- taminate vessels and shore installations. On beaches, the main impact is aesthetic and the immediate remedy is physical removal of the oil - contaminated sands. Oil contamination of beaches usually causes one or both of the following situations. (1) Beach material becomes uniformly contaminated 5-47 with a thin layer of oil up to the high tide mark and/or deposits of oil dispersed randomly over the beach surface. Oil penetration is usually limited to approximately one inch, unless dispersants have been used. (2) Agglomerated pellets of oil-sand mixture or oil-soaked material, such as straw and beach debris, are distributed randomly over the surface and/or mixed into the sand. Beaches can be cleaned by several techniques. The use of straw on the beach after oil reaches the shore is generally not very effective. However, if the straw is spread before the oil has a chance to reach the shoreline, then it is more effective in absorbing oil and minimizing the amount which penetrates into the sand. At Santa Barbara, several techniques were tried in rocky areas, including stream cleaning, sand blasting, and high-pressure water streams. Sand blasting was the only one found to be totally effective; however, this method is slow and costly, requiring extensive use of hand labor to remove accumulated debris. Other cleanup techniques used at Santa Barbara included: Vacuum tank trucks, of the type used in cleaning out septic tanks; they were used to recover accumulated oil from Santa Barbara Harbor. Straw mulchers or spreaders which were used to distribute the sorbent materials. Road graders, with tines welded below the blade, which were used for raking debris. Bulldozers, front-end loaders, and dump trucks used for picking up and hauling away accumulated debris. The restoration of beaches involves: Physical pickup and removal for disposal of oil deposits, oil -soaked sand, straw, and other debris, cleaning of the 548 sand on the beach through removal by screen separation of contaminated materials. Disposal of contaminated materials at an approved site. The choice of restoration methods depends upon the economic and recreational value of the area and the urgency of returning the area to "normal" conditions. A highly-developed resort complex, where a large proportion of the area economic activity depends upon retaining the attractiveness of the beach, will require implementation of cleaning methods chosen more for their quickness than for their cost. In other instances, where the shoreline is mainly valued for its view, the presence of contaminants on the beach will not be so critical and restorative tech- niques of a slower, less costly nature will be found adequate. 2. CHEMICAL SPILL CONTROL AND CLEANUP In the event of a chemical discharge or leak, efforts are made to reduce, stop, or contain the flow of material at its source in a safe manner. The Manufacturing Chemists Association operates a Chemical Trans- portation Emergency Center (CHEMTREC) 24 hours a day to handle emergency situations arising from spills of bulk liquid chemicals. One can con- sult experts on chemicals and spill response by calling the appropriate CHEMTREC toll-free number. The Coast Guard has a Chemical Hazard Response Information System (CHRIS) which is designed to provide information needed for decision- making by responsible Coast Guard personnel during emergencies that occur in the transportation of hazardous chemicals. CHRIS consists of handbooks or manuals, a hazard assessment computer system and technical support personnel located at Coast Guard headquarters. The Coast Guard's Regional Contingency Plans, although not considered a part of CHRIS, are an important adjunct to the system. Each Regional Contingency Plan contains a section that presents data on a specific 5-49 region, sub-region, or locale. These data, which are intended for use by On-Scene Coordinator personnel, include the following information: An inveniory of physical resources and strike forces. Vulnerable or exposed resources. Potential pollution sources. Geographical and environmental features. Cooperating organizations. Recognized experts with identified skills. The Coast Guard's National Strike Force consists of personnel especially trained and equipped to respond to discharges of oil and hazardous materials. It is organized into three strategically located teams, the Pacific, the Atlantic, and the Gulf strike teams, consisting of approximately three officers and 15 enlisted men per team. Each team maintains a state of readiness that enables a minimum of four men to pro- ceed to a pollution incident within two hours of notification with augmenta- tion up to full team strength within 12 hours. The National Strike Force has been involved in salvage and cargo transfer operations on vessels ranging in size from small inland barges to tankers and ^/ery large crude carriers. The Environmental Protection Agency's Division of Oil and Hazardous Materials provides emergency assistance on procedures for safe handling and cleanup of the spilled chemicals. In a matter of minutes, all per- tinent information and details can be given with the aid of the OHM-TADS (Oil and Hazardous Materials Technical Assistance Data System). Interro- gation of an on-line computerized data bank provides a print-out which is immediately checked by a spill -response expert and relayed to cleanup personnel. The OHM-TADS techniques and equipment are fairly recent innovations which are being utilized and improved to provide a data net- work for emergency service to spill response personnel all over the nation. 5-50 F. RECENT AND FUTURE PROGRAMS 1. LEGISLATIVE PROGRAMS The most recent emphasis on the mitigation of marine pollution can be summarized by the Presidential Message to the Congress on March 17, 1977, the 1978 Amendments to the Ports and Wateways Safety Act of 1972, and the proposed National Oil Pollution Liability and Compensation Act of 1978. The Presidential Message to the Congress recommended the formula- tion of regulations for all new tankers which would include: double bottoms, segregated ballast, inert gas systems, backup radar systems, and collision avoidance radar systems, improved steering standards, and improved crew standards for all new tankers. The President also requested the development of a tanker boarding program, formation of a marine safety information service, approval of comprehensive oil pol- lution liability and compensation legislation, improvement of the fed- eral ability to respond to oil pollution emergencies, and Senate rati- fication of the International Convention for the Prevention of Pollu- tion from Ships. The Ports & Waterways Safety Act of 1972 was amended during 1978 by the Port & Tanker Safety Act (P.L. 95-474) This new law provides a stringent and comprehensive program dealing with the design, construc- tion, operation, equipping, and manning of all tank vessels using U.S. ports to transfer oil and hazardous materials. The design, construc- tion, and equipment requirements contained in this law are, for the most part, in agreement with the results of the IMCO 1978 Conference on Tanker Safety and Pollution Prevention (see Section V F2). The National Oil Pollution Liability and Compensation Act of 1978 would provide a comprehensive national system governing oil pollution liability and compensation and the creation of an all exclusive compen- sation fund to pay for damages and cleanup compensation and restoration costs due to oil discharges. In May 1977 the Coast Guard, in response to the Presidential instructions, published proposed rules for new construction and equipment standards for oil tankers. The new rules would apply to all U.S. and foreign tankers over 20,000 deadweight tons which enter U.S. waters. A radar equipment requirement would apply to all vessels over 10,000 gross tons. The proposed regulations would require: Double bottoms on new tankers, and segregated ballast capability on both new and existing tankers to reduce oil spillage in U.S. waters . Improved emergency steering standards on all tankers to reduce the probability of collision and grounding of oil tankers caused by steering failure and therefore reduce the risk of oil pollution. Inert gas systems on all tankers to reduce the number of cargo tank explosions on board tankers. Backup radar systems with collision avoidance equipment on all vessels of over 10,000 gross tons to reduce the probability of collision and grounding of oil tankers and therefore the risk of pollution. These proposed rules will be modified in the near future to reflect the requirements of P.L. 95-474. The other Presidential instructions relating to measures for improved crew standards, tanker boarding programs and information systems, ratifi- cation and implementation of the International Convention for the Prevention of Pollution from Ships, and approval of comprehensive oil pollution lia- bility and compensation legislation are under development by the Coast Guard and other federal organizations. 2. IMC0 PROGRAMS IMC0 convened an International Conference on Tanker Safety and Pollution Prevention in London, England on February 6-17, 1978 in response to the President's Message to Congress. The outcome of the IMC0 Conference was the adoption of Amendments to the 1974 International Convention on 5-52 Safety of Life at Sea (SOLAS) and the 1973 Convention on the Prevention of Pollution from Ships (MARPOL). The new requirements are as follows: a. SOLAS PROTOCOL Improved inspection and certification procedures for all ships. Inert gas systems for all new tankers 20,000 DWT and above and existing tankers of 40,000 DWT or more. Second radar on all ships over 10,000 GRT. IMC0 will also pre- pare a performance specification for collision avoidance aids by July 1979. Improved emergency steering gear requiring two independent steering control systems for all tankers 10,000 GRT or more. b. MARPOL PROTOCOL Protective location of segregated ballast tanks in the side and bottom shell areas for new tankers. Clean ballast tanks as an alternative to segregated ballast on product tankers by using certain cargo tanks only for clean ballast water. Crude oil washing for tankers 20,000 DWT and over and as an alternative to segregated ballast for existing crude oil tankers of 40,000 DWT and above. Since human error accounts for 80 to 85 percent of all marine accidents, President Carter, in his message, also strongly recommended that IMC0 consider improvement of crewing standards at its forthcoming International Conference on Training and Certification of Seafarers. The conference was held 1n London, England, in June 1978. 3. OIL POLLUTION ABATEMENT PROGRAMS MarAd completed a study of programs conducted by the U.S. Coast Guard, Navy, Army Corps of Engineers, EPA and the Maritime Industry which covered a broad range of tanker features relating to pollution abatement (5). The pollution abatement features studied were: 5- 53 Hull design and construction. Ship propulsion and maneuverability. Safety of navigation. Pollution abatement systems and equipment. Crew standards and training. Comprehensive oil pollution liability and compensation. Reception facilities in port for treatment of oily wastes from ships. MarAd pollution abatement research and development programs. Presidential initiatives dealing with marine oil pollution. The pollution abatement features studied were assessed in relation to the President's Message to Congress. The study concluded that certain features appear at least equal to the Presidential initiatives. These features are shown in Table V-5 under pollution abatement techniques and are categorized according to their application to new vessels (only) or new and existing vessels. Because the installation of double bottoms on new tankers and segre- gated ballast on new and existing tankers can be a costly venture, some consideration will be given to alternate methods of reducing operational and accidental pollution from vessels. The 1977 Coast Guard proposed rules allow the acceptance of technical improvements or alternate design or equipment as "equivalent" to segregated ballast and double bottoms. Possible alter- natives to segregated ballast for tank vessels include: Crude oil washing. Ballast oil/water separator. Shores ide facilities. Possible alternatives to double bottoms for tank vessels include: Defensive location of segregated ballast. Intermediate cargo tank deck. The intermediate deck concept has yet to be demonstrated as an effective method of preventing pollution and requires further study to determine whether or not it is a viable alternative. 5-54 3 S^ ^ St cc j on 2-j S2 zm z <=> ^£ 3=J 95S i-o S2> 2

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During crude oil washing, a portion of the cargo oil being discharged ashore is diverted into the tank cleaning system and into the tanks being offloaded so that exposed tank internal surfaces coated with residual oil are washed by jets of crude oil. The solvent action of the crude oil dissolves sludge, paraffins and heavy asphaltic oils and leaves only a thin film of oil. A minimum amount of water washing is required for the tank to be used for clean ballast or gas freeing operations. Crude oil washing is economically attractive because: there is greater oil recovery, reductions in time and cost from routine drydock tank cleaning, and increased cargo oil capacity because less oil is retained onboard. Ultimately, crude oil washing will offer the capa- bility of taking on ballast water without water washing and discharging clean ballast having an oil content of 15 ppm or less. (2) Ballast Oil/Water Separator-An Alternative to Segregated Ballast . Ballast oil/water separators have not been widely used for primary ship- board processing of dirty ballast and tank washing slops. Suitable units for marine service with capacity to process the entire quantity of ballast on large tankers have not been available. However, manufacturers of oily water separators have recently demonstrated the ability to effectively process a wide variety of oil-in-water mixtures with throughputs up to 3,000 gpm. The quality of the effluent would allow a tanker to be able to meet the permissible discharge requirements (no visible sheen or 15 ppm) in prohibited areas. An oily water separator used in conjunction with crude washing should provide at least equivalent and possibly greater environmental protection than segregated ballast. 5-57 x j) Shoreside Reception Facilities-An Alternative to Segregated Ballast . Pollution from vessel operations can be eliminated by specific tanker design requirements or, alternatively, by requiring all ship's wastes to be retained onboard and discharged to shoreside treatment facilities. The installation of shoreside reception facilities for the treatment of oily wastes from ships would eliminate the need for tankers to discharge oily wastes at sea. The International Convention for the Prevention of Pollution from Ships, 1973, states that the government of each party to the convention shall ensure the installation of reception facilities at oil loading terminals, repair ports, and other ports in which ships have oil residues to discharge. (4) U.S. Coast Guard Defensive Location of Segregated Ballast-Alternative to Double Bottoms . Current U.S. Coast Guard regulations on the defensive location of segregated ballast for new tankers of 70,000 DWT and above require that 45 percent of the cargo portion of the hull be protected by ballast tanks. Double bottoms or double sides can be used as a practical means to meet this requirement. On smaller vessels, the defensive require- ment can be met economically by allocating wing tanks for segregated ballast. This design feature offers substantial bottom protection and also can provide protection in the case of side damage. The segregated ballast regulation requires that a given area of the shell be protected by ballast volumes or voids under penalty of forced reduction of allowable oil outflows. For example, segregated ballast spaces must be distributed so that the mathematical average of the hypothetical collision and strand- ing outflows as determined by the procedures in the regulations is 80 percent or less of the maximum allowable outflow. 4. COMPREHENSIVE OIL POLLUTION LIABILITY AND COMPENSATION PROGRAMS The Maritime Administration has supported the development of a comprehensive legal regime providing for liability and compensation for damages resulting from oil pollution incidents. The currently existing maze of state, federal and international laws is simply not conducive to rapid and fair compensation for damages. Comprehensive liability and compensation legislation would provide the needed protection to the public for oil pollution damages, would assure rapid cleanup and restoration of 5-58 the environment subsequent to an oil spill, and would serve as an incen- tive to prevent oil spills. The liability and compensation process would involve certain major steps: the oil discharge; the cleanup and removal; an investigation and report by an on-scene coordinator; a public notice regarding the appropriate claims procedure; an assessment of damages; the filing of claims; and the settlement and adjudication of claims. MarAd has considered the goals of methods and procedures for admin- istering this comprehensive system of liability and compensation^)- The goals may include the following: Encouragement of equality of treatment among claimants (a claimant may not be subject to a different standard because of spill location). Encouragement of uniform standards for damage measurement and assessment so as to assure full and fair compensation. Settlement and adjudication may be made as uncomplicated as possible to avoid unnecessary confusion and delays and to reduce costs. Claimants and dischargers may have the choice of having their rights determined through judicial action or administrative action. The concepts and provisions to accomplish these goals are outlined in detail in reference 5. 5. POLLUTION ABATEMENT RESEARCH AND DEVELOPMENT PROGRAMS Efforts are underway to foster research and development programs for the prevention and control of pollution from ships. An excellent summary of information concerning pollution control and abatement sys- tems, research and development efforts, testing projects and planned implementation of pollution abatement systems and equipment on ships was recently published as a technical plan by the Department of the 5-59 Navy's Sea Systems Command (15). The technical plan describes the Navy's efforts as well as programs administered by other agencies include the U.S. Coast Guard, the U.S. Army Corps of Engineers, and the Maritime Administration. A comprehensive discussion of these studies is beyond the scope of this environmental impact statement; however, some of the Maritime Administration's programs are discussed in the following paragraphs. The Maritime Administration's research and development program for the prevention and control of pollution from ships was begun in 1962 subsequent to the passage of the 1961 Oil Pollution Act. This act imple- mented the 1954 International Convention for Prevention of Pollution of the Seas by Oil. In terms of priorities, the major program emphasis has been on the development of systems and procedures for reducing the quantities of ship-generated pollutants discharged both accidentally and intentionally. At the same time, means for the handling and disposal of ship-generated wastes have been investigated. MarAd has cooperated with other federal agencies, each of which has recognized the severity of the problem of preventing and controlling pollution from ships and has a major research and development program underway aimed at protecting the marine environment. MarAd' s research and development programs are structured to develop and apply advanced technology to improve the productivity and capabili- ties of the American shipping and shipbuilding industries. Although the pollution program is not directly aimed at improving the competitive position of the U.S. Merchant Marine, it has received a high priority within the overall research and development effort. a. PAST RESEARCH AND DEVELOPMENT ACTIVITIES The following is a brief description of past pollution prevention and control activities supported by the Maritime Administration. Two basic approaches were implemented; (1) the development of applied tech- nology to enable ships to operate pollution-free and (2) the conduct of studies addressing the scientific, environmental, and economic aspects 5-60 of pollution-free ship operations. Within this basic framework, various project categories were established as follows: (1) Onboard Processing . These projects were aimed at the improvement of onboard operations to reduce polluting discharges, such as: (a) development of high capacity, oil/water separation systems, including instrumentation to monitor discharges; (b) improvement of Load-on-Top operations by development and/or inves- tigation of: oil /water interface detection equipment, ballast water contaminant levels, chemical flocculants to accelerate gravity separation of dispersed oil in water, improved slop tank design; (c) evaluation and development of improved tank cleaning techniques and related operations, e.g., crude washing, sludge removal and disposal, and training guidelines; (d) evaluation of ship stack gas monitoring methods and equipment; (f) safety enhancement analyses for tankers concerning such topics as tank electrostatics, tank washing, and atmosphere control. (2) Ship Design and Equipment . These projects investigated whether changes to the basic ship design and equipment offer potential for re- ducing oil discharges, and evaluated thecost-effectiveness of each change. Studies of various tank arrangements for segregated ballast have been completed, and the costs, effectiveness, and operations associated with segregated ballast evaluated. In addition, developmental efforts have been pursued in the prevention of accidental oil spillage through advanced anti -stranding sonar systems, satellite communication and navigation systems, harbor advisory control systems, and the Computer Aided Operations Research Facility (CAORF). 5-61 (3) Shoreside Reception Facilities . Investigations have been performed regarding the design and economic requirements for~collecting, processing, and disposing of ship generated wastes. (a) Mobile Waste Oil Processing Vessel - studied the techno-economic feasibility of converting reserve fleet vessels into oily waste processing ships and sewage treatment ships for in-port use; (b) Port Collection and Separation Facilities - determined the technical and economic requirements for establishing the capability in each port to collect, process, and dispose of all ship-generated oily wastes. (4) Environmental Sciences . Long-range scientific studies were performed in order to establish an estimate of quantities and concentrations of in- tentional discharges of oil which can be safely tolerated by the marine environment. Such projects included the following: (a) Source Quantification - This project aimed at helping to completely define the problem of oil pollution of the oceans by reliably pin- pointing the sources of oil input as well as the areas of the oceans heavily loaded by either natural seepages or land outfalls. Such information is also helpful in determining rates of degradation and dispersion at various input concentrations. (b) Ocean Mapping - A surface and sub-surface sampling project was spon- sored in order to establish a baseline of hydrocarbon content in the oceans. This project resulted in the generation of worldwide oil pollution maps from which an understanding of the fate of the oil in the seas can be analyzed. (c) Ship Discharges - A survey was conducted to define and quantify dis- charge sources originating from oil tankers operating under routine conditions. (d) Stack Gas Emissions - A mathematical diffusion study was performed to determine the effect of ship stack emissions on air quality in the Port of Galveston. 5-62 (5) Pollution Control Regulations and Standards . Various studies have been performed in order to analyze the significance and effects of certain vessel discharges, regulations and standards applicable to these discharges, and available methods and processes for meeting the regulatory requirements. Such studies include the following: (a) Shipboard sewage regulations and disposal methods; (b) Regulations, significance, and control methods concerning stack gas emissions from oceangoing ships; (c) Regulations concerning the transport of oil by inland tank barge. b. PRESENT RESEARCH AND DEVELOPMENT ACTIVITIES In recent years MarAd has reduced its support for the development of onboard processing equipment for preventing polluting ship discharges. Efforts have continued, however, on the development and application of advanced concepts for improving vessel operational safety and thereby re- ducing accidental pollution from ships. Projects being investigated and systems undergoing development include: (1) Low cost satellite navigation and systems. (2) Computer Aided Operations Research Facility (CAORF) to analyze and improve the human factor element of ship navigation and pilotage. (3) Reliability of steering gear systems for high powered ships. (4) Integrated lookout system to provide the vessel's conning officer with comprehensive threat information related to vessel safety. (5) Harbor simulation model to study the ship/harbor interaction with a view to improving overall harbor design, channels and navigation, vessel traffic systems, and ship design. (6) Advanced display concepts for standardized conning stations. 5-63 (7) Advanced collision avoidance system. (8) Anti -stranding sonar systems. (9) Bulk carrier operation safety enhancement. c. FUTURE RESEARCH AND DEVELOPMENT ACTIVITIES Future MarAd environmental R&D efforts will be part of a pollution control program plan which is directed at two primary goals as follows: (1) to significantly reduce the number and severity of merchant ship cas- ualties which result in polluting discharges and (2) to significantly re- duce the quantities of pollutants spilled, dumped, or discharged during routine merchant ship operations. Additional tasks to those listed pre- viously for achieving these goals are as follows: (1) Collection and analysis of ship (tanker) casualty data in order to determine cause and effect relationship of casualties. (2) Establishment of physical and operational risks for tankers on selected routes and development of procedures and methodologies for lessening these risks. (3) Improving maneuverability and stopping characteristics of tankers, particularly VLCCs. (4) Improvement and simplification of inert gas systems for all tankers. (5) Analysis and application of crude oil washing techniques. (6) Evaluation of design, construction, and equipment standards for tank barges which carry oil. (7) Improving procedures aboard ship for handling oil and hazardous chemical cargoes. (8) Development of shoreside reception facilities for shipboard wastes. Detailed outlines of some of the more important aspects of these projects, both current and planned, are described in reference 5. 6. FUTURE CREW STANDARDS AND TRAINING The present training provided in maritime training institutions has generally proven to meet operational needs. There are, however, significant areas where future improvements in training have been recently discussed. The area of most immediate concern is as a result of the recent series of oil tanker accidents. Certain regulatory measures which will increase the demand on existing training capabilities have been recommended. MarAd is requesting additional funds and positions to expand its maritime training capabilities in consonance with the proposed regulatory measures. This expansion is briefly described as follows: (1) Augment existing Collision Avoidance Radar equipment and staff at MarAd 's Regional Radar Training Centers. (2) Add two new Collision Avoidance Radar Training Facilities. (3) Add staff and equipment to expand MarAd' s LORAN-C training program. (4) Participate jointly with Coast Guard in a study to establish effective training and examination evolutions with Ship Handling Simulators. (5) Develop an approved training course in pollution prevention, control, and abatement; including curriculum handbook and training devices. Improvements have also been discussed in providing assistance to maritime training institutions. It has been proposed that authorization be provided to the Secretary of Commerce to make available marine equip- ment which is surplus to the needs of the Maritime Administration and which can be used as training aids at approved, non-profit maritime training institutions, without cost to the government. This proposal requires legislation and further study by MarAd. 5-65 Another area of concern involves the training of entry ratings. It has been recently proposed that applicants for original certificates of service be required to satisfactorily demonstrate basic knowledge and skills via training and examination. This proposal would require a leg- islative amendment and is currently being reviewed by the U.S. Coast Guard. The topic has also been recognized and discussed at IMCO. An IMCO draft recommendation provides that every prospective seafarer should receive training prior to seafaring employment. Finally, it should be noted that "Curriculum Standards for Merchant Marine Officers Training Programs" are currently being developed by the Office of Maritime Manpower with assistance from leading maritime train- ing institutions. These standards will provide criteria to assist in evaluating programs which relate to the training of Third Mates and Third Assistant Engineers - Unlimited, for original licenses. Examination and certification of merchant vessel personnel are within the jurisdiction of U.S. Coast Guard. A number of major changes are being discussed. The most significant change will be in three separate areas where regulations are to be amended. The areas are as follows: (1) More emphasis will be placed on requiring deck officers to demonstrate important skills, such as radar operation and interpretation, instead of relying on written examinations. (2) Requirements for issuance and renewal of licenses to ship masters, mates, and federally licensed pilots will include experience by class and size of vessel, or training and demonstration of pro- ficiency on ship simulators. (3) Regulations will be issued to require that crew members in charge of cargo transfer operations be specially trained and examined. Coast Guard is currently developing Proposed Rulemakings to promulgate the regulations required by Items 1 and 2 above. The regulations required by Item 3 are contained in U.S. Coast Guard Proposed Rulemakings entitled, "Tankerman Requirements," published in the Federal Register, April 25, 1977. 5-66 CHAPTER V - REFERENCES FROM TEXT 1. U.S. Maritime Administration, Final Opinion and Order of the Maritime Subsidy Board Docket A-75, MarAd Tanker Construction , August 30, 1973. 2. U.S. Maritime Administration, Fi nal Opinion and Order Docket A-93 On The MarAd Bulk Chemical Carrier Construction Program , December 31, 1974. 3. Landsburg, A.C. and Cruikshank, J.M., Tanker Ballasting, How Light Can You Go , U.S. Department of Commerce, Maritime Administration, Washington, D.C., May 1975, Com 75 10542. 4. Porricelli, Keith and Storch, "Tankers and the Ecology", Transactions of the Society of Naval Architects and Marine Engineers , 1971. 5. U.S. Maritime Administration, Study of Tanker Construction Design and Operating Features Related to Improved Pollution Abatement , U.S. Department of Commerce, July 1977. 6. Oil Transportation By Tankers: An Analysis of Marine Pollution and Safety Measures , Congress of the United States, Office of Technology Assessment, July 1975. 7. Inter-Governmental Maritime Consultative Organization (IMCO). "Inter- national Convention for the Prevention of Pollution from Ships, 1973". London, England, 1973. 8. Inter-Governmental Maritime Consultative Organization (IMCO), Code for the Construction and Equipment of Ships Carrying Dangerous Chemicals in Bulk , Resolution A. 212 (VII), October 12, 1971. 9. Inter-Governmental Maritime Consultative Organization (IMCO), Code for the Construction and Equipment of Ships Carrying Liquefied Gases in Bulk , Resolution A. 328 (IX), November 12, 1975. 10. U.S. Coast Guard, Vessel Traffic Systems Analysis of Port Needs , U.S. Coast Guard Study Report, August 1973. 11. James, W.P., Environmental Aspects of a Supertanker Port on the Texas Gulf Coast , Texas A & M University, College Station Texas, 1972. 12. Nelson, Smith A., "The Problem of Oil Pollution of the Sea", Advances in Marine Biology , 1970, Vol. 8, p. 215-306. 13. The Torre.y Canyon , Her Majesty's Stationery Office, Cabinet Office, London, 1967. 14. The 1975 Conference on Prevention and Control of Oil Pollution Pro - ceedings , March 22-27, 1975, San Francisco, California. 15. "NAVSEA Shipboard Pollution Abatement Program Technical Plan," 0900-038-9010, fifth revision, January 1978. 5-67 ALTERNATIVES TO THE DOMESTIC TANK VESSEL - TITLE XI PROGRAM The Maritime Administration has the federal responsibility to provide technical and financial assistance to the U.S. maritime industry. To dis- charge this responsibility the Maritime Administration has established five principal programs to economically promote the maritime industry. These programs as illustrated in Figure VI-1 have a common goal but utilize different funding mechanisms. As illustrated in the figure, the Title XI Program for domestic bulk waterborne commerce, the subject of this environ- mental assessment, is only a portion of the overall Title XI Program which, in turn, is only one of the five financial programs administered by the Maritime Administration. Although the specific methodology of providing the funding to industry is different within the respective programs, the common goal of promoting the maritime industry is the same. It would be erroneous to consider the remaining four programs as alternative programs in the event the Title XI funding were curtailed. The Merchant Marine Act of 1936, as amended (the Act), prohibits the payment of Operating Differ- ential Subsidy (ODS) to any person or company engaged in- domestic trade. The Act also requires a Construction Differential Subsidy (CDS) applicant to build his ship for use only in the foreign commerce of the U.S. Finally, the Capital Construction Fund (CCF) program is not available to operators operating vessels only in the contiguous domestic commerce. Therefore, the decrease or cessation of Title XI funding would not leave the range of alternative types of funding available to domestic operators as implied in Figure VI-1. The curtailment of the Title XI program would deny the Maritime Administration the flexibility of providing the maritime financial assistance and would make overall program administration more difficult. The alternatives range from the discontinuance or suspension of the Title XI financial aid program to the requirement for improved construc- tion and pollution standards to reduce potential pollution from vessels under this program. 6-1 RSS > t cS jc c cc > > H co° 1- w iu uj UJ* - ujCC UJ cc ce g§gg g 3 3 > > £ 1- Si 2a 21 < < S3 - cc o w w 31 si 1 i u.u.11 8!§f| 55 a 55 8 g | ! 1 II 1 || Ssgi Mil o«5- oo oo m qq q q to i I 5 2 s s 51 §8 0) ~^ § 2 *» o o o o § sal 8 8 S O CO 10 5 5 8 z o < as z < oe O CJ _, _l CC 3 = ill < CC < ?£ CD H- CC O. in * ' i O CJ j -1 1 ill Ul X 2 O CJ , J 5 2 < £ co i- cc o. Ul X 2 (3 cj . -i ec a = ui < oc < & m h e o. uj$ s< 3o <0 CC Zoo NH X 3 Ol- s 1 Z? 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ENVIRONMENTAL MANAGEMENT SECTI 9/78 10-29 OREGON DEPARTMENT OF FISH AND WILDLIFE comments on MARITIME ADMINISTRATION TITLE XI TANK VESSELS ENGAGED IN DOMESTIC TRADE DRAFT ENVIRONMENTAL IMPACT STATEMENT U.S. DEPARTMENT OF COMMERCE 7808-4-1050 From the DEIS information, it would appear that the administration and operation of high quality United States petroleum and hazardous material carriers in U. S. waters is preferable to transportation by foreign flag vessels. This position is supported by the number of accidental spills by foreign vessels in U. S. ports. We are advised that international controls and standards have been violated by some ships of signatory countries. Therefore, we must assume that beneficial environmental effects can be anti- cipated through the Title XI program. 10-30 (5. DISPOSITION OF THE COMMENTS OF THE STATE OF OREGON. The comments from the Fish and Wildlife Department of the State of Oregon are acknowledged and made a part of the FEIS by inclusion herein. 10-31 PENN STATE UNIVERSITY LIBRARIES ADD0D71EflbS3E