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James E. May

Publications and source records attributed to James E. May.

At least 19 recordsLinked to original sources

Decision analysis to support development of the Glen Canyon Dam long-term experimental and management plan

The U.S. Geological Survey, in cooperation with the Bureau of Reclamation, National Park Service, and Argonne National Laboratory, completed a decision analysis to use in the evaluation of alternatives in the Environmental Impact Statement concerning the long-term management of water releases from Glen Canyon Dam and associated management activities. Two primary decision analysis methods, multicriteria decision analysis and the expected value of information, were used to evaluate the alternative strategies against the resource goals and to evaluate the influence of uncertainty. A total of 18 performance metrics associated with 8 out of 12 resource goals (fundamental objectives) were developed by the Bureau of Reclamation and National Park Service in partnership with subject-matter teams composed of Federal, State, tribal, and private experts. A total of 19 long-term strategies associated with 7 alternatives were developed by the Bureau of Reclamation, National Park Service, Argonne National Laboratory, U.S. Geological Survey, and Cooperating Agencies. The 19 long-term strategies were evaluated against the 18 performance metrics using a series of coupled simulation models, taking into account the effects of several important sources of uncertainty. A total of 27 Federal, State, tribal, and nongovernmental agencies were invited by the Assistant Secretary of Interior to participate in a swing-weighting exercise to understand the range of perspectives about how to place relative value on the resource goals and performance metrics; 14 of the 27 chose to participate. The results of the swing-weighting exercise were combined with the evaluation of the alternatives to complete a multicriteria decision analysis. The effects of uncertainty on the ranking of long-term strategies were evaluated through calculation of the value of information. The alternatives and their long-term strategies differed across performance metrics, producing unavoidable tradeoffs; thus, there was no long-term strategy that was dominated by another across all performance metrics. When the performance of each alternative was weighted across performance metrics, three alternatives (B, D, and G) were top-ranked depending on the set of weights proposed: Alternative B was favored by those stakeholders that placed a high value on hydropower; Alternative G was favored by those stakeholders that placed a high value on the restoration of natural processes, like beachbuilding and natural vegetation; and Alternative D was favored by the remaining stakeholders. Surprisingly, these rankings were not sensitive to the critical uncertainties that were evaluated; that is, the choice of a preferred long-term strategy was sensitive to the value-based judgment about how to place relative weight on the resource goals but was not sensitive to the uncertainties in the system dynamics that were evaluated in this analysis. The one area of uncertainty that did slightly affect the ranking of alternatives was the long-term pattern of hydrological input; because of this sensitivity, some attention to the possible effects of climate change is warranted. The results of the decision analysis are meant to serve as only one of many sources of information that can be used to evaluate the alternatives proposed in the Environmental Impact Statement. These results only focus on those resource goals for which quantitative performance metrics could be formulated and evaluated; there are other important aspects of the resource goals that also need to be considered. Not all the stakeholders who were invited to participate in the decision analysis chose to do so; thus, the Bureau of Reclamation, National Park Service, and U.S. Department of Interior may want to consider other input.

Arizona

Geologic interpretation of seismic data, relocation of Route 3: cut, stations 364-382 in Billerica, Mass.

Geologic and seismic studies were made of this site in October 1951, primarily for the purpose of obtaining data what would aid in establishing a grade for the proposed highway. A report on the geology of the site together with the interpretation of the seismic data that were obtained at this time was submitted by James E. Maynard and Robert M. Haslewood (file report of October 1952). Additional seismic work was performed at this site in Maroh 1953; Mr. M. E. Chandler, Engineer, Massachusetts Department of Public Works, operated seismic equipment at this time. This later work was done to obtain information that would augment the data of the preliminary survey sufficiently to permit estimates to be made of the quantities of materials to be excavated from the cut. This report contains the geologic interpretation of the supplementary seismic data that were obtained during the Maroh 1953 survey. The work was perfromed as a part of a cooperative project of the Massachusetts Department of Public Works and the United States Geological Survey.

Massachusetts

Geologic and seismic investigations, relocation of Route 3, grade separation at Route 62, southeast ramp in Bedford, Mass.

The relocation of Route 3 in Bedford, Mass. requires extensive cuts for a grade separation at Route 62. This report contains only the results of the geologic and seismic studies that were made for the purpose of obtaining information that would aid in the construction of the inner and outer loops of the southeast ramp. The studies represent part of a cooperative program of the Massachusetts Department of Public Works and the United States Geological Survey. The work was performed in July 1953. The site is located in the Wilmington and Lexington 7-1/2-minute quadrangle maps of the United States Geological Survey. Mr. M. E. Chandler and Mr. W. L. Carney, Massachusetts Department of Public works' Engineers, performed all pertinent survey work required for this project, and prepared the essential plans and profiles. Mr. Chandler also operated the seismic equipment and assisted in the preparation of the seismic velocity data.

Massachusetts

Geologic interpretation of seismic data, relocation of Route 3 at Route 62, northwest ramps and approach for Route 62 in Bedford, Mass.

Geologic and seismic studies were made at this site in October 1961 primarily for obtaining data that would aid in estimating the quantities of materials to be excavated from the cut required for the construction of Route 3. A report in the geology of the site together with the interpretation of the seismic data that were obtained at this time was submitted by Robert O. Castle and Robert M. Haslewood (file report of October 1951). Additional seismic work was performed at this site in July 1953. This later work was done to obtain information that would help in planning for the construction of the inner and outer loops of the northwest ramp, and the western approach of Route 62 to Route 3. This report contains the geologic interpretation of the supplementary seismic data that were obtained during the July 1953 survey. The work was performed as a part of a cooperative project of the Massachusetts Department of Public Works and the United States Geological Survey. Mr. M. E. Chandler and Mr. W. L. Carney, Department of Public Works' Engineers, performed all pertinent survey work required for this project, and prepared the essential plans and profiles. Mr. Chandler also operated the seismic equipment and assisted in the preparation of the seismic velocity data.

Massachusetts

Geologic and seismic investigation for relocation of Route 8, cut, stations 0-18 in Sandisfield, Mass.

In December 1952 preliminary geologic and seismic reconnaissance were made if this site. Six seismic profiles were made at this time and a report on this work was transmitted by James E. Maynard and Russell F. Kaiser. The seismic data obtained at this time was derived from a continuous series of profiles approximately parallel to, and from 25 to 60 feet to the west of, the base line. These transverses explored the deepest part of the prospective cut, but did not furnish enough detailed information to permit sufficiently accurate estimates to be made of the quantities of materials to be excavated. This information required an additional, continuous series of seismic profiles made along the base line, and a series of single seismic profiles made across the base line at suitable intervals; this work was performed in August 1953 as part of a cooperative program of the United States Geological Survey and the Massachusetts Department of Public Works. Mr. M. E. Chandler and Mr. W. L. Carney, Department of Public Works Engineers, performed all pertinent survey work required for this project, and prepared the essential plans and profiles. Mr. Chandler also operated the seismic equipment and assisted in the preparation of the seismic velocity data.

Massachusetts

Geologic and seismic investigations for relocation of Route 128 at Route 1A in Dedham, Mass.

The proposed relocation of Route 128 in Dedham, Mass. requires a grade separation with long approach cuts at its crossing with Route 1A. In order to obtain information on the configuration and depths of the bedrock surfaces, and on the nature of the overlying material, a geologic study was made of the site, and a program of seismic work was carried out. The work was performed in June, August and September 1953 as part of a cooperative program of the Massachusetts Department of Public Works and the United States Geological Survey. The area studies is located in the Norwood, Mass. 7-1/2-minute quadrangle map of the United Stated Geological Survey. Mr. M. E. Chandler and Mr. W. L. Carney, Department of Public Works' Engineers, performed all pertinent survey work required for this project, and prepared the essential plans and profiles. Mr. Chandler also operated the seismic equipment and assisted in the preparation of the seismic velocity data.

Massachusetts

Geologic and seismic investigations for relocation of Route 128 near Route 28 in Quincy, Mass.

In order to obtain information that would aid in locating a base line for the proposed relocation of Route 128 near Route 28 in Quincy, Mass., exploratory geologic and seismic studies were made of an area along a line between a point on present Route 128 approximately 800 feet east of the Milton-Quincy town line to a point on Route 28 approximately 600 feet to the north of the intersection of Route 28 and 128. This work was performed in September 1953 as part of a cooperative program of the Massachusetts Department of Public Works and the United States Department of the Interior, Geological Survey. Mr. M. E. Chandler and Mr. W. L. Carney, of the Mass. Dept. of Public Works, did the survey for the project and prepared the plans and profiles. Mr. handler also operated the seismic equipment and assisted in the preparation of the seismic velocity data.

Massachusetts

Geologic and seismic investigation for southeast expressway, stations 600-603 in Quincy, Mass.

At this site the southbound lane of the proposed highway will be located approximately 75 feet to the left (south) of the base line. This will place it close to the base of a mound of granite quarry waste with very steep slopes. As a cut of considerable depth will be required for the road, the mound of waste with its unstable slope constitutes a very hazardous condition, especially with respect to the possibility of rock-falls and slides. Seismic work was performed at the site with the two aims in view; firstly, to obtain information on depths to bedrock that would aid in estimating the quantities of materials to be removed from the proposed cut, secondly, to obtain data that might aid in estimating the quantity of material in the mound of quarry waste with the object of obtaining estimates for its removal. Transverses A-13 and C-D were made for this latter purpose. Additional transverses would have been of value, but they were not made because of the possibility of starting rock-falls or slides, a situation that would have exposed personnel to unwarranted danger, and equipment to avoidable risk. Mr. M. E. Chandler and Me. W. L. Carney, Massachusetts Department of Public Works' Engineers, performed pertinent survey work required for this project, and prepared the essential plans and profiles. Mr. Chandler also operated the seismic equipment and assisted in the preparation of the seismic velocity data. The work was performed in June 1953 as part of a cooperative program of the Massachusetts Department of Public Works and the United States Geological Survey.

Massachusetts

Geology and geologic interpretation of seismic data, relocation of Route 102 in Lee, Mass., proposed cut, stations 30-36

Geologic and seismic studies were made at this site for the purpose of obtaining data that would aid in determining the kinds of material underlying the site, and estimating the amounts of these materials to be excavated. The work was done in May 1952 as part of a cooperative program of the Massachusetts Department of Public Works and the Interior States Geological Survey.

Massachusetts

Geologic and seismic investigations for relocation of Route 20 (Springfield Bypass) Alden Street to Chicopee River, proposed cuts, stations 783-788, and 790-796 in Ludlow, Mass.

This work was done to obtain geologic and seismic data that would aid in establishing a grade for the proposed highway and, also, be of value in preparing estimates on the quantities of materials to be excavated from the cuts. Seismic work was done at two sites, namely, stations 783-788; and 790-796. The work was performed in February 19852 as part of a cooperative program of the Massachusetts Department of Public Works and the United State Geological Survey.

Massachusetts

Geologic and seismic investigations for relocation of Route 138 in Brockton, Mass., prospective cut, stations 169 to 180

This work was done to obtain geologic and seismic data that would aid in establishing grade for a segment of Route 138 between stations 169 and 180, and that would also be of value in estimating the nature and quantities of subsurface materials to be estimating the nature and quantities of subsurface materials to be excavated from the proposed cut. The work was performed in August 1952, as part of a cooperative program pf the Massachusetts Department of Public Works and the United States Geological Survey.

Massachusetts

Geologic interpretations of seismic data: Braintree-Weymouth by-pass stations 29-56, Liberty Street grade separation in Braintree, Massachusetts

At the request of the Massachusetts Department of Public Works, seismic and geologic studies were made for the projected Braintree-Weymouth By-Pass grade separation at Liberty Street in Braintree, Massachusetts. The work was performed in order to furnish data that would aid the engineers in preparing estimates of the quantity of bedrock to be excavated for this project. The study represents part of a cooperative program of the Massachusetts Department of Public Works and the United States Geological Survey. The work was performed in May 1949.

Massachusetts

Geologic interpretation of seismic data relocation Route 1, stations 150-155 in Danvers, Mass.

At this site the reconstruction of Route 1 requires a deep excavation through a high, east-west elongated hill. In order to obtain subsurface information that would be of aid in selecting the most suitable location for this deep cut through the hill, geologic and seismic studies were made in October 1949. The work was done as part of a cooperative program of the Massachusetts Department of Public Works and the United States Geological Survey.

Massachusetts