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Persons experienced in the EIS process interacted effectively at each phase and had more influence than usual over the final outcome of the effort.

Figure 6 compares the traditional EIS format with the prototype format of the Pronghorn EIS. The Pronghorn format consists of Part A, Statement of Environmental Impact (31 pages), and Part B, Supporting Analysis and Data (122 pages). Part A is a summary intended for decisionmakers and others who are primarily interested in the salient features and conclusions of the EIS. Part B contains the detailed technical descriptions and analyses of the proposed action, the alternatives to the proposed action, and the impacts for planners and technical reviewers and others of similar needs.

Other significant features of the Pronghorn EIS format are as follows:

• Proposed action.-This section combines two formerly separate treatments, one addressing the applicants' proposal and the other addressing the mitigating measures that would be enforced by governmental authority.

• Mitigating measures.-The standard chapter on this subject, dealing with special measures to reduce

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impacts, was eliminated. Measures that will be expressly required are included in the description of the proposal that is then analyzed for impacts. Measures subject to the decisionmaker's discretionary authority are included in the section on alternatives. This eliminates confusion as to the status of individual mitigating measures. It also avoids a previous practice of analyzing impacts before considering required mitigations; this produced unrealistic conclusions. Description of the environment.-The standard chapter on this subject was eliminated, and necessary background information has been redistributed among other sections. CEQ's guidelines had called for such information only as needed to understand the proposal, its alternatives, and their impacts. This chapter had accounted for 42 percent of the total pages in five recent EIS's prepared by the Survey. It appeared to be the object of most complaints about sheer volume and encyclopedic detail.

Effectiveness of reclamation.-A separate section was established for this subject. Reclamation, a composite of various impacts and mitigating

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liberally to aid judicious skimming. Key conclusions are underscored in Part B.

Supporting data.-Background information of a detailed technical nature has been removed from the EIS. Some of it is available in a corresponding Geological Survey open-file report; the remainder is accessible upon request from task force files.

• Environmental impacts.-The section dealing with
this subject is divided into two parts that dis-
tinguish onsite impacts from countywide and
regional impacts of the proposed action. This
promotes a better focus on additional major RESULTS
issues such as social, economic, and community
impacts. In the traditional EIS format, three ad-
ditional chapters had summarized the impact
analysis from varying viewpoints, as explicitly re-
quired by NEPA. By incorporating these view-
points in the summary of the Pronghorn EIS,
repetition has been reduced.

• Alternatives.-This section includes alternatives to

the proposed action based on administrative options (for example, approve the proposal, delay approval) and on operational modifications involving additional mitigating measures that the Secretary of the Interior could order. Included are measures that address mitigation of the social and economic energy-related impacts being experienced by Campbell County and the city of Gillette which are beyond the functions and authority of the Department of the Interior. The alternatives are retained in a separate section from the proposed action because the alternatives are not of a type that is amenable to the same depth of description and analysis as the basic proposal. In the Geological Survey's experience, this has generally been true of proposals initiated by nongovernmental applicants, where the principal available alternatives include rejection, deferral, and various modifications of the original proposal.

• Significance of impacts.-An attempt has been made to give the reader some perspective on the significance of impact levels. Impacts from the Pronghorn mine have been related to the total impacts of energy-related activities in the area. Supported by quantitative data, qualitative terms defining magnitude and duration of impacts have been introduced to provide further perspective of significance.

Readability. To make the document easier to read, a double-column format has been used. Tables and figures are used to summarize and highlight key facts. The summary of impacts (Part A) uses interspersed charts for quick access to key facts about each impact. Boldface headings are used

The draft EIS on the Pronghorn mine was filed with the Environmental Protection Agency in July 1978. At this writing, completion of the final statement and its use in decisionmaking have not yet occurred. Evaluation of the prototype effort at this time is, therefore, preliminary and is based on (1) user reaction during the public and interagency comment period, (2) relationship of the format to CEQ's proposed regulations for implementing procedural provisions of NEPA, and (3) the in-house preparation experience.

Questionnnaires requesting reaction to the new format were sent out with all copies of the EIS, and the majority of the 52 responses received indicated that (1) this EIS is clear and easier to understand, (2) the information presented in Part A of the report was sufficient for readers to understand the proposed action, alternatives, and environmental impacts, and those responding believed it provided a sufficient basis for making a decision, (3) the supporting analysis and data provided in Part B was occasionally used to more fully understand information presented in Part A and was sufficient to answer questions raised in Part A, (4) most readers would like future EIS's to use a summary that covers the proposed action, significant impacts, and alternatives in less than 50 pages and supporting data and analysis provided in a separate section not to exceed 150 pages, and (5) readers were evenly divided as to whether future EIS's should include a separate section for discussing the probable effectiveness of reclamation.

In addition to reaction received on the questionnaire, several of the agencies that formally reviewed the content of the EIS also offered strong support of the abbreviated format. All of those persons who testified at the public hearing held at Gillette (the mayor, the city-county planner, a representative from an environmental group, and the applicant's representative) strongly supported the new format for its brevity and readability. A comment of particular note is that this EIS succeeded to an unusual degree in presenting technical information in such a way as to be understandable to a layman.

CEQ's proposed regulations were published on June 9, 1978,1 shortly before the Pronghorn statement went to press and did not apply to Pronghorn EIS. The format provisions of those proposed regulations had no direct effect upon the Pronghorn EIS format. Nevertheless, overall objectives of the two appeared to be compatible and were the subject of informal discussion between CEQ and the Geological Survey prior to June 9. Preliminary analyses indicate that the format developed for the Pronghorn EIS would require the following principal adjustments for compliance with CEQ regulations based on the June 9 proposal: (1) expansion of the introduction to Part A into a 5- to 15-page summary of the statement, (2) inclusion of the alternatives in the description of the proposed action and the impact analysis, (3) restoration of a section on description of the environment, and (4) possible elimination of the separate section on the effectiveness of reclamation.

From the in-house preparation experience, the findings of the team that prepared the Pronghorn statement are best expressed by an official of the Bureau of Land Management, which cooperated in the effort and provided staff for the preparation team:

"The entire team found the new format superior to
the traditional ES format. The writers consistently felt
much more comfortable with the new format for several
important reasons:

1. Although new, it was much clearer and easier to
understand than the traditional format.

2. It was more direct and, therefore, did not contain
the redundancies in writing that are often required in
the traditional format.

3. The amount of writing time required under the new
format was sharply reduced. This meant two things:
first, it freed the writer to spend more time on the
quality rather than the quantity of his or her writing.
Secondly, it meant that the total length of the project
was of a more reasonable duration which made it
easier to sustain interest and momentum in the project.
This added up to the writer's being able to produce
a better product in less time, under more reasonable
time schedules, both per section and for the project
overall."

This prototype effort per se was aimed primarily ings in time or cost. However, as described in the at product improvement and not specifically at savquotation above, the preliminary draft preparation phase was markedly shortened. This is the most manpower-intensive phase of all, hence, the most costly per unit of time. Savings here were balanced by extended planning and review phases in the case of this initial effort, but it is likely that planning and review could be shortened if the prototype format became routine. This might result in some overall savings in time and cost for future EIS's.

In summary, the Pronghorn EIS prototype has gained wide acceptance among users and reviewers as being more responsive than previous EIS's to their various needs; and it makes possible a more efficient and expeditious preparation process. Further evaluation is needed, specifically in its use in final decisionmaking and in its compliance with CEQ regulations. Results of the study and analysis effort that led to this prototype are expected to be beneficial in further efforts to improve the EIS preparation process.

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Petroleum Exploration and Environmental Protection in the Alaskan Arctic

By M. E. Britton

INTRODUCTION

Nowhere are the environmental sins of summer more immediately apparent or those of winter emerge so promptly and visibly with the snowmelt of spring than on the treeless tundra. The tundra of Alaska's North Slope, from the crest of the Brooks Range northward to the Chukchi and Beaufort Seas (fig. 7), is a major challenge to the engineer who has a job to do and who must, in some degree, disrupt the en

Tractor train tows sled-mounted living facilities over winter trails. Large low-ground-pressure tires and sled runners have little effect on the frozen snow-covered ground. Photograph by Robert Mallahan.

vironment and to all who insist upon its protection. Nowhere is it more evident that known environmentally compatible engineering practices provide the greatest economy and environmental protection and that the best of protection demands them. Compatibility is achievable in most respects, but it remains lamentable that absolute protection occurs only through no exploration and that any exploration leaves its mark.

On June 1, 1977, the U.S. Geological Survey became responsible for the management of a large petroleum exploration program in the National Petroleum Reserve in Alaska (NPRA), which is located on the North Slope. With this role came the responsibility and the commitment to achieve the exploration goals with the fewest possible adverse effects on environmental values of all selected areas of operation. As will be seen, degradation of local scenic qualities in essentially wilderness country is the least avoidable and most enduring environmental heritage of exploration. There is no satisfactory solution for this effect, only cosmetic procedures which may blur but not eliminate the small and widely scattered blemishes on the natural scene.

Present knowledge of correct protection procedures accrues from the experience of all circumpolar countries with lands within the Arctic (Canada, Greenland, Norway, the United States, and the U.S.S.R.). Much of this knowledge, however, has evolved within NPRA (formerly the Naval Petroleum Reserve No. 4); many Geological Survey personnel were involved, some of whom still provide their expertise for today's exploration program.

Two major developments historically impacted the Reserve. First, the Department of the Navy Oil Exploration of 1944 to 1953 was accomplished with little understanding of environmental protection yet provided the training and experience for today's arctic operations. By present environmental standards, inexcusable errors were made-bulldozed trails became canals, thin gravel roads subsided, heated buildings sagged, and the litter of exploration was carelessly left in place, ultimately to demonstrate the slowness of arctic decay and corrosion to eliminate eyesores.

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The second development was the construction of the Distant Early Warning Line of radar stations by the U.S. Air Force. This time, environmental concerns in engineering design were considered, and Survey personnel who had learned their lessons in the Reserve made major contributions to site selection and to the design of arctic-worthy camps, roads, and airstrips which were both functional with low mainte- THE NATURE OF THE PROBLEM nance and protective of the environment. The basic lessons had been learned and heeded, except for abandoned litter.

and, incomprehensibly, repeating the error of bulldozing the first access roads, the industrial complex at Prudhoe Bay eventually became a model of good. arctic engineering and, consequently, environmentally sound.

A third, and by far the largest North Slope development outside NPRA but sharing the same problems, occurred at Prudhoe Bay following the very significant oil and gas discovery in 1968. Although initially resisting the accumulated arctic operational knowledge

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NPRA is 37,000 square miles of coastal plain, foothill, and mountain tundra essentially without roads and having airstrips at only a few principal bases. Permafrost is continuous, and fine-grained surficial materials that predominate are rich in pore ice and massive segregated ice, often as polygonal networks of ice wedges. The ground is usually covered with at

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Peard
Bay

Peard Bay Logistics
Base (LIZ C)

Kuk River

Kugrua Test
Well No.1

Avalik

River

River

Admiralty Bay

Atkasook

South Meade Test
Well No.1

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BEAUFORT

River

Smith

Bay

Drew Point Test Well No.1

Camp
Lonely

Teshekpuk
Lake

Ikpikpuk Test
Well No.1

PLAIN

Ikpikpuk

Inigok test

well No.1

SEA

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Meade

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