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National Dam Safety Program Lake Moraine Dam Inventory Number Ny 354 Chenago River Basin Madison County New York Phase I Inspection Report
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Book Synopsis National Dam Safety Program. Lake Moraine Dam (Inventory Number NY 354). Chenago River Basin, Madison County, New York. Phase I Inspection Report by : John B. Stetson
Download or read book National Dam Safety Program. Lake Moraine Dam (Inventory Number NY 354). Chenago River Basin, Madison County, New York. Phase I Inspection Report written by John B. Stetson and published by . This book was released on 1979 with total page 113 pages. Available in PDF, EPUB and Kindle. Book excerpt: The examination of documents and visual inspection of the dam and appurtenant structures did not reveal conditions which constitute an immediate hazard to human life or property. The dam, however, has a number of problem areas, which if not remedied, have the potential for developing into hazardous conditions. The visual inspection revealed water flowing in a ditch at the toe of the easterly abutment and wet areas on the downstream face of the easterly dam section. THESE AREAS should be monitored to determine the quantity of the flow and the extent of the wet areas. Periodic measurements should be taken to determine if these areas increase in size or flow. Test borings should be taken to determine the source of this flow. Remedial measures, as indicated as a result of this investigation, should be taken to prevent further damage to the dam.
Book Synopsis Chenago River Basin, Lake Moraine Dam, Madison County, New York, Inventory No. NY 354 by : United States. Army. Corps of Engineers. New York District
Download or read book Chenago River Basin, Lake Moraine Dam, Madison County, New York, Inventory No. NY 354 written by United States. Army. Corps of Engineers. New York District and published by . This book was released on 1979 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis National Dam Safety Program. Clayton's Dam (Inventory Number NY 1460), Susquehanna River Basin, Madison County, New York. Phase I Inspection Report by : Hugh C. Flaherty
Download or read book National Dam Safety Program. Clayton's Dam (Inventory Number NY 1460), Susquehanna River Basin, Madison County, New York. Phase I Inspection Report written by Hugh C. Flaherty and published by . This book was released on 1981 with total page 225 pages. Available in PDF, EPUB and Kindle. Book excerpt: Examination of available documents and visual inspections of the dam did not reveal conditions which constitute an immediate hazard to human life or property. However, the dam has some deficiencies that need to be evaluated and remedied. The spillway is adjudged to be seriously inadequate and the dam is assessed as unsafe, nonemergency. It should be noted that Eaton Brook Reservoir Dam is located approximately 2.2 miles upstream of Clayton's Dam on Eaton Brook. Its spillway has also been adjudged to be seriously inadequate and the dam assessed as unsafe, nonemergency. Due to the appreciable size of Eaton Reservoir, the breaching of that dam would undoubtedly have a serious effect on Clayton's Dam. Similarly, the failure of either of these dams would have a serious effect on two small dams also on Eaton Brook, located 0.5 miles and 1.7 miles downstream of Clayton's Dam.
Book Synopsis National Dam Safety Program. Guilford Lake Dam (Inventory Number NY1483) Susquehanna River Basin, Chenango County, New York. Phase I Inspection Report by : Hugh C. Flaherty
Download or read book National Dam Safety Program. Guilford Lake Dam (Inventory Number NY1483) Susquehanna River Basin, Chenango County, New York. Phase I Inspection Report written by Hugh C. Flaherty and published by . This book was released on 1981 with total page 110 pages. Available in PDF, EPUB and Kindle. Book excerpt: Examination of available documents and visual inspections of the dam did not reveal conditions which constitute an immediate hazard to human life or property. However, the dam has some deficiencies that need to be evaluated and remedied. The spillway is adjudged to be seriously inadequate and the dam is assessed as unsafe, non-emergency.
Book Synopsis National Dam Safety Program. Wiscoy Dam (Inventory Number N.Y. 461), Genesee River Basin, Allegheny County, New York. Phase I Inspection Report by : Robert J. Farrell
Download or read book National Dam Safety Program. Wiscoy Dam (Inventory Number N.Y. 461), Genesee River Basin, Allegheny County, New York. Phase I Inspection Report written by Robert J. Farrell and published by . This book was released on 1981 with total page 114 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. Examination of available documents and a visual inspection of the dam did not reveal conditions which constitute an immediate hazard to human life and property. However, the dam has some deficiencies which require further investigation and remedial action.
Book Synopsis National Dam Safety Program. Hemlock Lake Dam, Inventory Number (Ny 477), Genesee River Basin, Livingston County, New York. Phase I Inspection Report by : George Koch
Download or read book National Dam Safety Program. Hemlock Lake Dam, Inventory Number (Ny 477), Genesee River Basin, Livingston County, New York. Phase I Inspection Report written by George Koch and published by . This book was released on 1979 with total page 130 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. Hemlock Lake Dam did not reveal any conditions which pose an immediate threat to life or property. Total spillway discharge capacity not sufficient to pass RMF. Consequently, spillway capacity is considered inadequate. Several deficiencies noted. (Author).
Book Synopsis National Dam Safety Program. Millbrook Watershed Project Site I (inventory Number NY 715) Susquehanna River Basin, Chenango County, New York. Phase 1 Inspection Report by :
Download or read book National Dam Safety Program. Millbrook Watershed Project Site I (inventory Number NY 715) Susquehanna River Basin, Chenango County, New York. Phase 1 Inspection Report written by and published by . This book was released on 1980 with total page 94 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 visual inspection of the Mill Brook Site 1 Dam did not reveal conditions which constitute a hazard to human life or property. The total discharge capacity of the spillways is adequate to impound and safely discharge the floodwaters resulting from the Probable Maximum Flood (PMF).
Book Synopsis National Dam Safety Program. Canadice Lake Dam, Inventory Number (NY 443), Genesee River Basin, Ontario County, New York. Phase I Inspection Report by : George Koch
Download or read book National Dam Safety Program. Canadice Lake Dam, Inventory Number (NY 443), Genesee River Basin, Ontario County, New York. Phase I Inspection Report written by George Koch and published by . This book was released on 1979 with total page 200 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. Canadice Lake Dam did not reveal any conditions which pose an immediate threat to life or property. Additional investigations are required due to less than acceptable safety factors under certain loading conditions. Structural modifictions may be needed. Total spillway discharge capacity is sufficient to pass 1/2 PMF, but not whole PMF. Consequently, the spillway capacity is inadequate. Minor deficiencies were noted. (Author).
Book Synopsis National Dam Safety Program. Larchwood Lake Dam (Inventory Number NY 727), Susquehanna River Basin, Otsego County, New York. Phase I Inspection Report by : Hugh C. Flaherty
Download or read book National Dam Safety Program. Larchwood Lake Dam (Inventory Number NY 727), Susquehanna River Basin, Otsego County, New York. Phase I Inspection Report written by Hugh C. Flaherty and published by . This book was released on 1981 with total page 195 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. Examination of available documents and a visual inspection of the dam did not reveal conditions which constitute an immediate hazard to human life or property. However, the dam has some deficiencies that need to be evaluated and remedied. Hydrologic/hydraulic analyses performed in accordance with the Corps of Engineers' Recommended Guidelines for Safety Inspection of Dams indicate that the principal spillway and the emergency spillway would pass 100 percent of the outflow from the Probable Maximum Flood (PMF) without overtopping the dam. Therefore, the combined spillway capacity is adjudged to be adequate. (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 National Dam Safety Program. Mariaville Lake Dam (Inventory Number NY 169) Mohawk River Basin, Schenectady County, New York. Phase I Inspection Report by : George Koch
Download or read book National Dam Safety Program. Mariaville Lake Dam (Inventory Number NY 169) Mohawk River Basin, Schenectady County, New York. Phase I Inspection Report written by George Koch and published by . This book was released on 1981 with total page 104 pages. Available in PDF, EPUB and Kindle. Book excerpt: Examination of documents and the visual inspection of Mariaville Lake Dam did not reveal conditions which would 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 10% 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 means that there appears to be a serious deficiency in spillway capacity and if a severe storm were to occur, over-topping and failure of the dam could take place, significantly increasing the hazard to loss of life downstream of the dam. It is recommended that within 3 months of notification to the owner, detailed hydrological/hydraulic investigations of the structure should be undertaken to more accurately determine the site specific characteristics of the watershed and their effect upon the overtopping potential of the dam. Seepage found in and around the spillway during the inspection was of major concern.
Book Synopsis National Dam Safety Program. Findley Lake Dam (Inventory Number NY 752), Lake Erie Basin, Chautauqua County, New York. Phase 1 Inspection Report by :
Download or read book National Dam Safety Program. Findley Lake Dam (Inventory Number NY 752), Lake Erie Basin, Chautauqua County, New York. Phase 1 Inspection Report written by and published by . This book was released on 1980 with total page 133 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 the available documents and the visual inspection of the Findley Lake Dam did not reveal conditions which constitute an immediate hazard to human life or property. However, this dam has deficiencies which require further investigation and remedial action. Using the Corps of Engineers screening criteria for review of spillway adequacy, it has been determined that the dam would be overtopped for all storms exceeding approximately 20 percent of the PMF. The overtopping of the dam could cause the erosion of the embankment, especially around the outlet conduit, which would result in dam failure, thus significantly increasing the hazard to the loss of life, especially on the New York State highway which traverses its crest. To a lesser degree, there is also a potential loss of life by overtopping or breaching a downstream village street which is the only other connection between 2 halves of the Village. The spillway is, therefore, adjudged as 'seriously inadequate' and the dam is assessed as unsafe, non-emergency.
Book Synopsis National Dam Safety Program. Lake Adirondack Dam (Inventory Number NY 621), Upper Hudson River Basin, Hamilton County, New York. Phase 1 Inspection Report by :
Download or read book National Dam Safety Program. Lake Adirondack Dam (Inventory Number NY 621), Upper Hudson River Basin, Hamilton County, New York. Phase 1 Inspection Report written by and published by . This book was released on 1980 with total page 89 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. Examination of available documents and a visual inspection of the 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.
Book Synopsis National Dam Safety Program. Marcy Reservoir Dam (Inventory Number NY 190). Mohawk River Basin, Oneida County, New York. Phase I Inspection Report by : John B. Stetson
Download or read book National Dam Safety Program. Marcy Reservoir Dam (Inventory Number NY 190). Mohawk River Basin, Oneida County, New York. Phase I Inspection Report written by John B. Stetson and published by . This book was released on 1981 with total page 182 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 visual inspection of the Marcy Reservoir Dam did not reveal conditions which constitute an immediate hazard to human life or property. The dam, however, has a number of problem areas which require further investigation and remedial work. It is, therefore, recommended that within 6 months of notification to the Owner, a detailed hydrologic/hydraulic investigation of the structure should be undertaken to more accurately determine the site specific characteristics of the watershed and their effect upon the overtopping potential of the dam. The results of these investigations will determine the appropriate remedial measures which will be required to achieve a spillway capacity adequate to discharge the outflow from at least the 1/2 PMF. In the interim, a detailed emergency action plan must be developed and implemented during periods of unusually heavy precipitation. Also, around-the-clock surveillance of the structure must be provided during these periods.
Book Synopsis National Dam Safety Program. Lake Flower Dam, Inventory Number NY-707. Lake Champlain River Basin. Franklin County, New York. Phase I Inspection Report by : John B. Stetson
Download or read book National Dam Safety Program. Lake Flower Dam, Inventory Number NY-707. Lake Champlain River Basin. Franklin County, New York. Phase I Inspection Report written by John B. Stetson and published by . This book was released on 1980 with total page 85 pages. Available in PDF, EPUB and Kindle. Book excerpt: The examination of documents and visual inspection of the dam and appurtenant structures did not reveal conditions which constitute an immediate hazard to human life or property. The dam, however, has a number of problem areas which requirefurther investigation and remedial work. The structural stability analysis indicates unsatisfactory stability would result from loadings which could occur during all investigated conditions. A structural stability investigation should be commenced within 6 months to determine the characteristics of the uplift forces acting on the dam, the properties of the existing dam and the effect of these conditions on the stability of the dam. The hydrologic/hydraulic analysis indicates that the spillway will pass only 26% of the Probable Maximum Flood (PMF). The dam will be overtopped by 6 feet and 1-1/2 feet by the PMF and 1/2 PMF respectively. Failure of the dam during the 1/2 PMF event would significantly increase the downstream hazard from that which would exist just prior to failure of the dam. Based on an initial screening, and preliminary computations, there appears to be a serious deficiency in spillway capacity so that if a severe storm were to occur, overtopping and failure of the dam would take place, significantly increasing the hazard to loss of life downstream from the dam.
Book Synopsis National Dam Safety Program. Marcy Reservoir Dam Number 11 (Inventory Number N.Y. 193), Mohawk River Basin, Oneida County, New York. Phase I Inspection Report by : John B. Stetson
Download or read book National Dam Safety Program. Marcy Reservoir Dam Number 11 (Inventory Number N.Y. 193), Mohawk River Basin, Oneida County, New York. Phase I Inspection Report written by John B. Stetson and published by . This book was released on 1981 with total page 100 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 Phase I inspection of the Marcy Reservoir Dam No. 11 did not indicate conditions which would constitute an immediate hazard to human life or property. However, the dam has some deficiencies which require further investigations and remedial work. A large area of seepage exists on the southwest slope of the embankment. This seepage extends approximately 250 feet along the embankment, and reaches are elevations of 17 feet below the crest of the dam. A detailed investigation should be commenced within three months to determine the source and quantity of flow in the area of seepage. The hydrologic/hydraulic analysis indicates that the spillway system is capable of passing the 1/2 PMF with 1.25 feet of freeboard. But, the PMF will overtop the concrete box at the downstream end of the spillway and run down along the embankment toe. Therefore, the spillway is assessed as inadequate according to the Corps of Engineers' screening criteria.
Book Synopsis National Dam Safety Program. Lake Placid Village Dam. (Inventory Number NY 781), Lake Champlain River Basin, Essex County, New York. Phase I Inspection Report by : John B. Stetson
Download or read book National Dam Safety Program. Lake Placid Village Dam. (Inventory Number NY 781), Lake Champlain River Basin, Essex County, New York. Phase I Inspection Report written by John B. Stetson and published by . This book was released on 1980 with total page 143 pages. Available in PDF, EPUB and Kindle. Book excerpt: The examination of documents and visual inspection of the dam and appurtenant structures did not reveal conditions which constitute an immediate hazard to human life or property. The dam, however, has a number of problem areas which require further investigation and remedial work. The structural stability analysis indicates that the dam is unstable when subjected to forces which could occur under the Probable Maximum Flood (PMF) loading condition. Unsatisfactory stability is indicated for the dam when subject to forces which could occur during the normal winter operations and the 1/2 PMF loading condition. A structural stability investigation should be started within six months to determine the characteristics of the uplift forces acting on the dam and to determine whether the foundation acts integrally with the dam section to resist overturning. Remedial work should be completed, depending on the results of the investigation, within two years. The hydrologic/hydraulic analysis establishes the spillway capacity as 10.7% of the Probable Maximum Flood (PMF). The dam will be overtopped by 10.0 feet and 4.8 feet during the PMF and 1/2 PMF respectively. The spillway is inadequate since failure of the dam during the 1/2 PMF event will not significantly increase the downstream hazard from that which would occur just prior to the dam failure.
