Read Books Online and Download eBooks, EPub, PDF, Mobi, Kindle, Text Full Free.
National Dam Safety Program Jerome Park Reservoir Dam Nds Ny 64 Nysdec 135 Lh Lower Hudson River Watershed Bronx County New York Phase I Inspection Report
Download National Dam Safety Program Jerome Park Reservoir Dam Nds Ny 64 Nysdec 135 Lh Lower Hudson River Watershed Bronx County New York Phase I Inspection Report full books in PDF, epub, and Kindle. Read online National Dam Safety Program Jerome Park Reservoir Dam Nds Ny 64 Nysdec 135 Lh Lower Hudson River Watershed Bronx County New York Phase I Inspection Report ebook anywhere anytime directly on your device. Fast Download speed and no annoying ads. We cannot guarantee that every ebooks is available!
Book Synopsis National Dam Safety Program. Jerome Park Reservoir Dam (NDS NY 64, NYSDEC 135 LH), Lower Hudson River Watershed, Bronx County, New York. Phase I Inspection Report by : Edward A. Nowatzki
Download or read book National Dam Safety Program. Jerome Park Reservoir Dam (NDS NY 64, NYSDEC 135 LH), Lower Hudson River Watershed, Bronx County, New York. Phase I Inspection Report written by Edward A. Nowatzki and published by . This book was released on 1978 with total page 98 pages. Available in PDF, EPUB and Kindle. Book excerpt: This report provides information and analysis on the physical condition of the dam as of the report date. Information and analysis are based on visual inspection of the dam by the performing organization. The Jerome Park Reservoir Dam was judged to be safe. (Author).
Book Synopsis Lower Hudson River Watershed, Bronx County, New York, Jerome Park Reservoir Dam, City of New York, New York, Bureau of Water Supply, NDS # NY 64, NYSDEC # 135 LH by : United States. Army. Corps of Engineers. New York District
Download or read book Lower Hudson River Watershed, Bronx County, New York, Jerome Park Reservoir Dam, City of New York, New York, Bureau of Water Supply, NDS # NY 64, NYSDEC # 135 LH written by United States. Army. Corps of Engineers. New York District and published by . This book was released on 1978 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Technical Abstract Bulletin written by and published by . This book was released on with total page 1048 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Government reports annual index by :
Download or read book Government reports annual index written by and published by . This book was released on 199? with total page 932 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Government Reports Announcements & Index by :
Download or read book Government Reports Announcements & Index written by and published by . This book was released on 1979 with total page 1414 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis National Dam Safety Program. Lake Kanawauke Dam (NDS NY 58, NYSDEC 196A-353), Lower Hudson River Watershed, Ramapo River Basin, Rockland County, New York. Phase I Inspection Report by : Edward A. Nowatzki
Download or read book National Dam Safety Program. Lake Kanawauke Dam (NDS NY 58, NYSDEC 196A-353), Lower Hudson River Watershed, Ramapo River Basin, Rockland County, New York. Phase I Inspection Report written by Edward A. Nowatzki and published by . This book was released on 1978 with total page 112 pages. Available in PDF, EPUB and Kindle. Book excerpt: This report provides information and analysis on the physical condition of the dam as of the report date. Information and analysis are based on visual inspection of the dam by the performing organization. Lake Kanawauke Dam was judged to be safe, although several maintenance recommendations were made. (Author).
Book Synopsis National Dam Safety Program. Bronx River Dam (Inventory Number NY 1500), Lower Hudson River Basin, Bronx County, New York. Phase I Inspection Report by : Granville Kester (Jr)
Download or read book National Dam Safety Program. Bronx River Dam (Inventory Number NY 1500), Lower Hudson River Basin, Bronx County, New York. Phase I Inspection Report written by Granville Kester (Jr) and published by . This book was released on 1981 with total page 89 pages. Available in PDF, EPUB and Kindle. Book excerpt: Bronx River Dam is a stone and mortar structure 17.7 feet high and 121.5 feet long. The right section of the dam has a crest width of about 5.5 feet, an upstream slope of 1H:5.9V (Horizontal to Vertical), and a downstream slope of 1H:4.9V. The spillway is a broad-crested, concrete weir with a breadth of 4 feet parallel to the flow. The spillway starts 32 feet from the right abutment and extends 89.5 feet to the stone wall on the left abutment. A 3-foot diameter iron pipe acts as the outlet for the dam. The valve that controls the flow through this pipe is located on a 7-foot wide masonry deck, 16 fee upstream from the right side of the dam. Examination of available documents and a visual inspection of the dam and appurtenant structures did not reveal any conditions which constitute an immediate hazard to human life or property. Using the Corps of Engineers' screening criteria, it has been determined that the dam would be overtopped for all storms exceeding approximately 10 percent of the Probable Maximum Flood (PMF). Therefore, the spillway is adjudged as seriously inadequate, and the dam is assessed as unsafe, non-emergency.
Book Synopsis National Dam Safety Program. Cork Center Storage Reservoir Dam (NDS NY 658, NYSDEC 172C-3191), Mohawk River Watershed, Kecks Center Creek Basin, Fulton County, New York. Phase 1 Inspection Report by : Gary S. Salzman
Download or read book National Dam Safety Program. Cork Center Storage Reservoir Dam (NDS NY 658, NYSDEC 172C-3191), Mohawk River Watershed, Kecks Center Creek Basin, Fulton County, New York. Phase 1 Inspection Report written by Gary S. Salzman and published by . This book was released on 1978 with total page 164 pages. Available in PDF, EPUB and Kindle. Book excerpt: The authority to conduct this Phase I inspection and evaluation comes from the National Dam Inspection Act (P.L. 92-367) of 1972 in which the Secretary of the Army was authorized to initiate, through the Corps of Engineers, a program of safety inspections of non-federal dams throughout the United States. Management and execution of the program within the State of New York has been undertaken by the New York State Department of Environmental Conservation (NYSDEC). The primary purpose of the inspection is to evaluate available data and to give an opinion as to whether the subject dam constitutes a hazard to human life or property.
Book Synopsis National Dam Safety Program. Melzingah Reservoir Dam (Inventory Number NY 032), Lower Hudson River Basin, Dutchess County, New York. Phase I Inspection Report by : Granville Kester (Jr)
Download or read book National Dam Safety Program. Melzingah Reservoir Dam (Inventory Number NY 032), Lower Hudson River Basin, Dutchess County, New York. Phase I Inspection Report written by Granville Kester (Jr) and published by . This book was released on 1981 with total page 108 pages. Available in PDF, EPUB and Kindle. Book excerpt: Melzingah Reservoir Dam on Gordons Brook, a tributary of the Hudson River, is 2 miles south of Beacon, New York. Melzingah Reservoir is one of three reservoirs used as a water supply for the City of Beacon, New York. Visual inspection revealed several deficiencies in this structure. The following items were noted: There are two large seeps at the base of the spillway; Water was flowing (3-5 gpm) from beneath the spillway; Five minor seeps were found 3 to 7 feet above the toe of the dam between the spillway and left abutment; Trees and brush are growing along the toe of the dam; There are small trees growing in the discharge channel; The gunite surface of the dam is deteriorating and is cracked over the entire upstream and downstream faces; An irregularity or 'bump' in the gunite surface was observed on the downstream face of the dam, approximately 200 feet from the left abutment; The junction of the 24-inch pipe and the 12-inch water supply line is leaking, and A construction joint has deteriorated on the upstream crest of the dam approximately 75 feet from the left abutment, creating a void approximately 4 inches deep, 2 feet long, and 2 feet wide.
Book Synopsis National Dam Safety Program. New Central Park Receiving Reservoir (Inventory Number 188), Lower Hudson River Basin, New York County, New York. Phase I Inspection Report by : John B. Stetson
Download or read book National Dam Safety Program. New Central Park Receiving Reservoir (Inventory Number 188), Lower Hudson River Basin, New York County, New York. Phase I Inspection Report written by John B. Stetson and published by . This book was released on 1978 with total page 47 pages. Available in PDF, EPUB and Kindle. Book excerpt: This report provides information and analysis on the physical condition of the dam as of the report date. Information and analysis are based on visual inspection of the dam by the performing organization. Central Park Receiving Reservoir was found in good condition, although some maintenance actions were suggested. (Author).
Book Synopsis National Dam Safety Program. Lake Mahopac Dam (Inventory Number NY 1329) Lower Hudson River Basin, Putnam County, New York. Phase I Inspection Report by : Eugene O'Brien
Download or read book National Dam Safety Program. Lake Mahopac Dam (Inventory Number NY 1329) Lower Hudson River Basin, Putnam County, New York. Phase I Inspection Report written by Eugene O'Brien and published by . This book was released on 1981 with total page 84 pages. Available in PDF, EPUB and Kindle. Book excerpt: The examination of documents and the visual inspection of Lake Mahopac Dam and its appurtenant structures did not reveal conditions which constitute an immediate hazard to human life and property. Using Corps of Engineers screening criteria, it has been determined that the dam would be overtopped for all storms exceeding approximately 56 percent of Probable Maximum Flood (PMF). The maximum spillway discharge capacity is 7.9 percent of the PMF peak outflow. The spillway is, therefore, adjudged as 'inadequate'. The following remedial measures should be performed within 12 months from notification: (1) Missing portions of the upstream stone masonry wall should be repaired. (2) Brush and shrubbery should be removed from the embankment, spillway-reservoir drain structure and downstream channel. Provide a program of periodic cutting and or mowing of the dam surfaces, spillway-reservoir drain structure and the downstream channel. (3) The collected debris at the spillway-reservoir drain structure and in the downstream channel should be removed and hauled away from the dam. (4) A program of periodic inspections and maintenance of the dam and appurtenances should be provided, including yearly operation and lubrication of the reservoir drain and its control facilities. This information should be documented for future reference. (5) An emergency action plan for the project should be developed.
Book Synopsis Government Reports Annual Index: Keyword A-L by :
Download or read book Government Reports Annual Index: Keyword A-L written by and published by . This book was released on 1979 with total page 840 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis National Dam Safety Program. Martin Dunham Reservoir Dam (Inventory Number NY. 672), Lower Hudson River Basin, Rensselaer County, New York. Phase I Inspection Report by : George Koch
Download or read book National Dam Safety Program. Martin Dunham Reservoir Dam (Inventory Number NY. 672), Lower Hudson River Basin, Rensselaer County, New York. Phase I Inspection Report written by George Koch and published by . This book was released on 1981 with total page 183 pages. Available in PDF, EPUB and Kindle. Book excerpt: Examination of available documents and a visual inspection of this dam did not reveal conditions which constitute an immediate hazard to human life or property. However, the dam has some deficiencies which need to be evaluated and remedied. The most serious deficiency noted was a large wet area near the right abutment contact at the downstream toe of the main embankment. The ground in this area was very soft and there was minor sloughing of the embankment slope, as well. Two smaller wet areas were also observed. One of these was near the downstream toe at the left end of the main embankment and the other was beyond the toe of the spillway dike. Investigations into the causes and possible treatments of these wet areas should be commenced within 3 months of the date of notification of the owner. Remedial measures on these areas should be completed within 12 months. The hydrologic/hydraulic analysis performed indicates that the spillway does not have sufficient capacity to discharge the peak outflow from one-half the Probable Maximum Flood (PMF). However, spillway discharges occurring during large storm events will cause water surface elevations in the downstream hazard area to rise to flood levels. A dam failure resulting from overtopping would not significantly increase the hazard to loss of life from that which would exist just prior to an overtopping failure. Therefore, the spillway is assessed as inadequate.
Book Synopsis National Dam Safety Program. Churchtown Dam (Inventory Number NY. 79), Lower Hudson River Basin, Columbia County, New York. Phase I Inspection Report by : George Koch
Download or read book National Dam Safety Program. Churchtown Dam (Inventory Number NY. 79), Lower Hudson River Basin, Columbia County, New York. Phase I Inspection Report written by George Koch and published by . This book was released on 1981 with total page 116 pages. Available in PDF, EPUB and Kindle. Book excerpt: Visual inspection of this dam and engineering analyses which have been performed revealed that several serious deficiencies exist with this structure. Structural stability analyses, based on available information, indicate that this dam is marginally stable under normal loading conditions and is unstable when subjected to severe loading conditions (such as flood flows or ice loading). Seepage noted under and through the structure, creating wet, soft areas along the downstream toe along both ends of the dam, adversely affect the stability of the structure. Immediately upon receipt of this notification, a system for providing around-the-clock surveillance of the dam during periods of unusually heavy precipitation should be developed and implemented. An emergency action plan for the notification of downstream residents should also be developed. It is recommended that within 3 months of the data of notification of the owner, investigations into the deficiencies on this structure should be commenced. Studies of the structural stability and seepage problems, including subsurface and structural explorations are necessary. Information obtained should be incorporated into a detailed stability evaluation.
Book Synopsis National Dam Safety Program. Glenmere Lake Dam, (Inventory Number N.Y. 224), Lower Hudson River Basin, Orange County, New York. Phase I Inspection Report by : George Koch
Download or read book National Dam Safety Program. Glenmere Lake Dam, (Inventory Number N.Y. 224), Lower Hudson River Basin, Orange County, New York. Phase I Inspection Report written by George Koch and published by . This book was released on 1981 with total page 105 pages. Available in PDF, EPUB and Kindle. Book excerpt: This report provides information and analysis on the physical condition of the dam as of the report date. Information and analysis are based on visual inspection of the dam by the performing organization. The examination of documents and the visual inspection of Glenmere Lake Dam did not reveal conditions which constitute an immediate hazard to human life or property. However, the dam has some deficiencies which require further investigation and remedial action. Using the Corps of Engineers' 'screening Criteria' for the initial review of spillway adequacy, it has been determined that the embankment would be overtopped for all storms in excess of 17% of the Probable Maximum Flood (PMF). The spillway is, therefore, adjudged as 'seriously inadequate' and the dam is assessed as unsafe, non-emergency. The classification of 'unsafe' applied to a dam because of a 'seriously inadequate' spillway is not meant to connote the same degree of emergency as would be associated with an 'unsafe' classification applied for a structural deficiency. It does not mean that there appears to be a serious deficiency in spillway capacity; and if a severe storm were to occur, overtopping and failure of the dam could take place significantly increasing the hazard to loss of life downstream of the dam.
Book Synopsis National Dam Safety Program. Sixth Lake Dam (NDS Number NY-318, NYSDEC Number 140-860), Black River Watershed, Middle Branch Moose River Basin, Hamilton County, New York. Phase I Inspection Report by : Edward A. Nowatzki
Download or read book National Dam Safety Program. Sixth Lake Dam (NDS Number NY-318, NYSDEC Number 140-860), Black River Watershed, Middle Branch Moose River Basin, Hamilton County, New York. Phase I Inspection Report written by Edward A. Nowatzki and published by . This book was released on 1978 with total page 102 pages. Available in PDF, EPUB and Kindle. Book excerpt: This report provides information and analysis on the physical condition of the dam as of the report date. Information and analysis are based on visual inspection of the dam by the performing organization. Sixth Lake Dam was judged to be unsafe, non-emergency due to a seriously inadequate spillway. Additional maintenance actions were also recommended. (Author).
Book Synopsis National Dam Safety Program. Tuxedo Lake Dam (Inventory Number N.Y. 14), Passaic River Basin, Lower Hudson River Area, Orange County, New York. Phase I Inspection Report by : Granville Kester (Jr)
Download or read book National Dam Safety Program. Tuxedo Lake Dam (Inventory Number N.Y. 14), Passaic River Basin, Lower Hudson River Area, Orange County, New York. Phase I Inspection Report written by Granville Kester (Jr) and published by . This book was released on 1981 with total page 69 pages. Available in PDF, EPUB and Kindle. Book excerpt: Examination of available documents and a visual inspection of the dam and appurtenant structures did not reveal any conditions which constitute an immediate hazard to human life or property. It has been determined that the dam would be overtopped for all storms exceeding approximately 32 percent of the Probable Maximum Flood (PMF). Therefore, the spillway is adjudged as seriously inadequate, and the dam is assessed as unsafe, non-emergency. It is recommended that, within 3 months of notification of the owner, detailed hydrologic and hydraulic investigations of the structure should be undertaken to more accurately determine the site-specific characteristics of the watershed and their effects upon the overtopping potential of the dam. The results of this investigation and analyses will determine the appropriate remedial measures which will be required. In the interim, a detailed emergency action plan must be developed and implemented during periods of unusually heavy precipitation. Also, around-the-clock surveillance must be provided during these periods.
