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National Dam Safety Program Williams Dam Inventory Number Va 14111 Staunton River Basin Patrick County Virginia Phase I Inspection Report
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Book Synopsis National Dam Safety Program. Williams Dam (Inventory Number VA 14111). Staunton River Basin. Patrick County, Virginia. Phase I Inspection Report by : Boris O. Taran
Download or read book National Dam Safety Program. Williams Dam (Inventory Number VA 14111). Staunton River Basin. Patrick County, Virginia. Phase I Inspection Report written by Boris O. Taran and published by . This book was released on 1981 with total page 39 pages. Available in PDF, EPUB and Kindle. Book excerpt: Williams Dam is an earthfill dam about 250 feet long and 28.6 feet high. Based on criteria established by the Department of the Army, Office of the Chief of Engineers (OCE), the Spillway Design Flood (SDF) is the 1/2 PMF. The emergency spillway will pass 11 percent of the PMF or 22 percent of the SDF without overtopping the crest of the dam. The SDF will overtop the dam by a maximum of 2.15 feet, reach an average critical velocity of 5.6 feet per second and flow over the dam for 3.75 hours. Flows overtopping the dam during the SDF are not considered detrimental to the embankment. The spillway is adjudged inadequate but not seriously inadequate. The visual inspection revealed no apparent problems or remedial measures in need of immediate attention. A stability check of the dam is not required. It is recommended that a formal maintenance program and warning system be established.
Download or read book Technical Abstract Bulletin written by and published by . This book was released on 1981 with total page 174 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 1982 with total page 1010 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis National Dam Safety Program. Mitchells Dam (Inventory Number Va 14109), Staunton River Basin, Patrick County, Virginia. Phase I Inspection Report by : Boris O. Taran
Download or read book National Dam Safety Program. Mitchells Dam (Inventory Number Va 14109), Staunton River Basin, Patrick County, Virginia. Phase I Inspection Report written by Boris O. Taran and published by . This book was released on 1981 with total page 38 pages. Available in PDF, EPUB and Kindle. Book excerpt: Mitchells Dam is an earthfill structure about 350 feet long and 54.9 feet high. The dam is classified as an intermediate size dam with a significant hazard classification. The principal spillway is a 5-inch steel drop-inlet located in the left portion of the reservoir. The emergency spillway is an open channel cut into the right abutment. The reservoir offers minimal recreation. Based on criteria established by the Department of the Army, Office of the Chief of Engineers (OCE), the Spillway Design Flood (SDF) is the 1/2 PMF. The emergency spillway is capable of passing the SDF. The spillway is adjudged adequate.
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 1982 with total page 1128 pages. Available in PDF, EPUB and Kindle. Book excerpt:
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 1982 with total page 1016 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis National Dam Safety Program. Cage Dam (Inventory Number VA 08335) Staunton River Basin. Halifax County, Virginia. Phase I Inspection Report by : Boris O. Taran
Download or read book National Dam Safety Program. Cage Dam (Inventory Number VA 08335) Staunton River Basin. Halifax County, Virginia. Phase I Inspection Report written by Boris O. Taran and published by . This book was released on 1981 with total page 43 pages. Available in PDF, EPUB and Kindle. Book excerpt: Cage Dam is an earthfill structure about 400 feet long and 26.3 feet high with a 13-foot crest. Based on criteria established by the Department of the Army, Office of the Chief of Engineers (OCE), the Spillway Design Flood (SDF) is the 1/2 PMF (Probable Maximum Flood). The spillway will pass 12 percent of the PMF or 24 percent of the SDF without overtopping the crest of the dam. The SDF will overtop the dam by 0.9 feet for 3.0 hours and attain a critical velocity of 4.4 feet per second. Overtopping velocities are not considered detrimental to the structure. The spillway is adjudged as inadequate, but not seriously inadequate. The visual inspection revealed no problems in need of immediate attention. Maintenance is performed by the owner. However, there is no regular maintenance operations program or warning system. It is recommended that a regular maintenance and operations program be instituted with provisions for records of all maintenance performed. It is also recommended that warning system be established and that the maintenance items listed in Section 7.2 be accomplished as part of the regular maintenance program within the next 12 months.
Book Synopsis National Dam Safety Program. Cockram Mill Dam (Inventory Number VA 14105), Roanoke River Basin, Patrick County, Virginia. Phase I Inspection Report by : Boris O. Taran
Download or read book National Dam Safety Program. Cockram Mill Dam (Inventory Number VA 14105), Roanoke River Basin, Patrick County, Virginia. Phase I Inspection Report written by Boris O. Taran and published by . This book was released on 1980 with total page 36 pages. Available in PDF, EPUB and Kindle. Book excerpt: The dam is classified as a small size dam with a significant hazard classification. The spillway consists concrete rectangular notch 1.4 feet deep and 85 feet long across the center portion of the dam. The reservoir is used for recreation and limited grist mill operation. Based on criteria established by the Department of the Army, Office of the Chief of Engineers (OCE), the Spillway Design Flood (SDF) is the 100 Year Flood. The spillway will pass 3 percent of the PMF or about 10 percent of the SDF without overtopping the dam. The SDF will overtop the dam by a maximum 2.86 feet, reach an average critical velocity of 8.0 feet per second (fps) and flow over the dam for 7 hours. The spillway is adjudged inadequate but not seriously inadequate.
Book Synopsis National Dam Safety Program. Robertson Dam (Inventory Number VA 16303), James River Basin, Rockbridge County, State of Virginia. Phase I Inspection Report by : James A. Walsh
Download or read book National Dam Safety Program. Robertson Dam (Inventory Number VA 16303), James River Basin, Rockbridge County, State of Virginia. Phase I Inspection Report written by James A. Walsh and published by . This book was released on 1979 with total page 70 pages. Available in PDF, EPUB and Kindle. Book excerpt: Pursuant to Public Law 92-367, Phase I Inspection Reports are prepared under guidance contained in the recommended guidelines for safety inspection of dams, published by the Office of Chief of Engineers, Washington, D.C. 20314. The purpose of a Phase I investigation is to identify expeditiously those dams which may pose hazards to human life or property. The assessment of the general conditions of the dam is based upon available data and visual inspections. Detailed investigation and analyses involving topographic mapping, subsurface investigations, testing, and detailed computational evaluations are beyond the scope of a Phase I investigation; however, the investigation is intended to identify any need for such studies. Based upon the field conditions at the time of the field inspection and all available engineering data, the Phase I report addresses the hydraulic, hydrologic, geologic, geotechnic, and structural aspects of the dam. The engineering techniques employed give a reasonably accurate assessment of the conditions of the dam. It should be realized that certain engineering aspects cannot be fully analyzed during a Phase I inspection. Assessment and remedial measures in the report include the requirements of additional indepth study when necessary.
Book Synopsis National Dam Safety Program. Broad Run Dam. Inventory Number: VA-15302. Prince William County, Virginia. Phase I Inspection Report by : james A. Walsh
Download or read book National Dam Safety Program. Broad Run Dam. Inventory Number: VA-15302. Prince William County, Virginia. Phase I Inspection Report written by james A. Walsh and published by . This book was released on 1979 with total page 86 pages. Available in PDF, EPUB and Kindle. Book excerpt: Pursuant to Public Law 92-367, Phase I Inspection Reports are prepared under guidance contained in the recommended guidelines for safety inspection of dams, published by the Office of Chief of Engineers, Washington, D.C. 20314. The purpose of a Phase I investigation is to identify expeditiously those dams which may pose hazards to human life or property. The assessment of the general conditions of the dam is based upon available data and visual inspections. Detailed investigation and analyses involving topographic mapping, subsurface investigations, testing, and detailed computational evaluations are beyond the scope of a Phase I investigation; however, the investigation is intended to identify any need for such studies. Phase I reports include project information of the dam and appurtenances, all existing engineering data, operational procedures, hydraulic/hydrologic data of the watershed, dam stability, visual inspection report and an assessment including required remedial measures.
Book Synopsis National Dam Safety Program. Orchard Dam (Inventory Number VA 16103) Staunton River Basin. Roanoke County, Virginia. Phase I Inspection Report by : Boris O. Taran
Download or read book National Dam Safety Program. Orchard Dam (Inventory Number VA 16103) Staunton River Basin. Roanoke County, Virginia. Phase I Inspection Report written by Boris O. Taran and published by . This book was released on 1981 with total page 40 pages. Available in PDF, EPUB and Kindle. Book excerpt: Orchard dam is an earthfill structure approximately 1050 feet long and 27.5 feet high. The visual inspection revealed one item that should be taken care of before refilling the reservoir. Maintenance is performed by the owner. However, there is no regular maintenance operation program or emergency operations and warning plan. It is recommended that a regular maintenance and operations program be instituted with provisions for accurate records of all maintenance performed. It is also recommened that a warning system be established and that the maintenance items listed in Section 7.2 be accomplished as a part of the regular maintenance program within the next 12 months.
Book Synopsis National Dam Safety Program. Lake Meade Dam (Inventory Number VA-80013), Lower James River Basin, City of Suffolk, Virginia. Phase I Inspection Report by : Paul Seiler
Download or read book National Dam Safety Program. Lake Meade Dam (Inventory Number VA-80013), Lower James River Basin, City of Suffolk, Virginia. Phase I Inspection Report written by Paul Seiler and published by . This book was released on 1979 with total page 62 pages. Available in PDF, EPUB and Kindle. Book excerpt: Pursuant to Public Law 92-367, Phase I Inspection Reports are prepared under guidance contained in the recommended guidelines for safety inspection of dams, published by the Office of Chief of Engineers, Washington, D.C. 20314. The purpose of a Phase I investigation is to identify expeditiously those dams which may pose hazards to human life or property. The assessment of the general conditions of the dam is based upon available data and visual inspections. Detailed investigation and analyses involving topographic mapping, subsurface investigations, testing, and detailed computational evaluations are beyond the scope of a Phase I investigation; however, the investigation is intended to identify any need for such studies. Based upon the field conditions at the time of the field inspection and all available engineering data, the Phase I report addresses the hydraulic, hydrologic, geologic, geotechnic, and structural aspects of the dam. The engineering techniques employed give a reasonably accurate assessment of the conditions of the dam. It should be realized that certain engineering aspects cannot be fully analyzed during a Phase I inspection. Assessment and remedial measures in the report include the requirements of additional indepth study when necessary.
Book Synopsis National Dam Safety Program. DiGiulian Dam (Inventory Number VA 06102), Shenandoah River Basin. Fauquier County, Commonwealth of Virginia. Phase I Inspection Report by : Carl S Anderson (Jr)
Download or read book National Dam Safety Program. DiGiulian Dam (Inventory Number VA 06102), Shenandoah River Basin. Fauquier County, Commonwealth of Virginia. Phase I Inspection Report written by Carl S Anderson (Jr) and published by . This book was released on 1981 with total page 45 pages. Available in PDF, EPUB and Kindle. Book excerpt: DiGiulian Dam is an earthfill embankment 29.9 feet high and 281 feet long. The principal spillway is a corrugated metal pipe riser located near the center of the dam. Using the Corps of Engineers' screening criteria for initial review of spillway adequacy, the 100-year flood was selected as the spillway design flood (SDF). The SDF was routed through the reservoir and found to overtop the dam by a maximum depth of 0.7 foot with an average critical velocity of 2.9 f.p.s. Total duration of dam overtopping would be approximately 0.8 hours. Overtopping flows are not considered to be seriously detrimental to the embankment. The spillway is capable of passing up to 84 percent of the SDF or 12 percent of the Probable Maximum Flood (PMF) without overtopping the dam. The spillway is adjudged as inadequate, but not seriously inadequate.
Book Synopsis National Dam Safety Program. Lake Burnt Mills Dam (Inventory Number VA-12303), Lower James River Basin, City of Suffolk, Virginia. Phase I Inspection Report by : Paul Seiler
Download or read book National Dam Safety Program. Lake Burnt Mills Dam (Inventory Number VA-12303), Lower James River Basin, City of Suffolk, Virginia. Phase I Inspection Report written by Paul Seiler and published by . This book was released on 1979 with total page 100 pages. Available in PDF, EPUB and Kindle. Book excerpt: Pursuant to Public Law 92-367, Phase I Inspection Reports are prepared under guidance contained in the recommended guidelines for safety inspection of dams, published by the Office of Chief of Engineers, Washington, D.C. 20314. The purpose of a Phase I investigation is to identify expeditiously those dams which may pose hazards to human life or property. The assessment of the general conditions of the dam is based upon available data and visual inspections. Detailed investigation and analyses involving topographic mapping, subsurface investigations, testing, and detailed computational evaluations are beyond the scope of a Phase I investigation; however, the investigation is intended to identify any need for such studies. Based upon the field conditions at the time of the field inspection and all available engineering data, the Phase I report addresses the hydraulic, hydrologic, geologic, geotechnic, and structural aspects of the dam. The engineering techniques employed give a reasonably accurate assessment of the conditions of the dam. It should be realized that certain engineering aspects cannot be fully analyzed during a Phase I inspection. Assessment and remedial measures in the report include the requirements of additional indepth study when necessary.
Book Synopsis National Dam Safety Program. Smith River Dam (Inventory Number VA 08913), Henry County, Virginia. Phase I Inspection Report by : James A. Walsh
Download or read book National Dam Safety Program. Smith River Dam (Inventory Number VA 08913), Henry County, Virginia. Phase I Inspection Report written by James A. Walsh and published by . This book was released on 1979 with total page 54 pages. Available in PDF, EPUB and Kindle. Book excerpt: Pursuant to Public Law 92-367, Phase I Inspection Reports are prepared under guidance contained in the recommended guidelines for safety inspection of dams, published by the Office of Chief of Engineers, Washington, D.C. 20314. The purpose of a Phase I investigation is to identify expeditiously those dams which may pose hazards to human life or property. The assessment of the general conditions of the dam is based upon available data and visual inspections. Detailed investigation and analyses involving topographic mapping, subsurface investigations, testing, and detailed computational evaluations are beyond the scope of a Phase I investigation; however, the investigation is intended to identify any need for such studies. Based upon the field conditions at the time of the field inspection and all available engineering data, the Phase I report addresses the hydraulic, hydrologic, geologic, geotechnic, and structural aspects of the dam. The engineering techniques employed give a reasonably accurate assessment of the conditions of the dam. It should be realized that certain engineering aspects cannot be fully analyzed during a Phase I inspection. Assessment and remedial measures in the report include the requirements of additional indepth study when necessary.
Book Synopsis National Dam Safety Program. Leatherwood Creek Number 4 Dam (Inventory Number VA 08906), Roanoke River Basin, Henry County, Virginia. Phase I Inspection Report by : Ray E. Martin
Download or read book National Dam Safety Program. Leatherwood Creek Number 4 Dam (Inventory Number VA 08906), Roanoke River Basin, Henry County, Virginia. Phase I Inspection Report written by Ray E. Martin and published by . This book was released on 1981 with total page 92 pages. Available in PDF, EPUB and Kindle. Book excerpt: The purpose of a Phase I Inspection is to identify expeditiously those dams which may pose hazards to human life or property. The assessment of the general conditions of the dam is based upon available data and visual inspection. Detailed investigation and analyses involving topographic mapping, subsurface investigations, testing, and detailed computational evaluations are beyond the scope of a Phase I investigation; however, the investigation is intended to identify any need for such studies. Based upon the field conditions at the time of the field inspection and all available engineering data, the Phase I report addresses the hydraulic, hydrologic, geologic, geotechnic, and structural aspects of the dam. The engineering techniques employed give a reasonably accurate assessment of the conditions of the dam. It should be realized that certain engineering aspects cannot be fully analyzed during a Phase I inspection. Assessment and remedial measures in the report include the requirements of additional indepth study when necessary. Phase I reports include project information of the dam appurtenances, all existing engineering data, operational procedures, hydraulic/hydrologic data of the watershed, dam stability, visual inspection report and an assessment including required remedial measures.
Book Synopsis National Dam Safety Program. Potomac River Basin. Cove Number 2 (Inventory Number VA 06911), Frederick County, State of Virginia. Phase I Inspection Report by : Michael Baker (III.)
Download or read book National Dam Safety Program. Potomac River Basin. Cove Number 2 (Inventory Number VA 06911), Frederick County, State of Virginia. Phase I Inspection Report written by Michael Baker (III.) and published by . This book was released on 1978 with total page 47 pages. Available in PDF, EPUB and Kindle. Book excerpt: The purpose of a Phase I investigaton is to identify expeditiously those dams which may pose hazards to human life or property. The assessment of the general conditions of the dam is based upon available data and visual inspections. Detailed investigation and analyses involving topographic mapping, subsurface investigatons, testing, and detailed computational evaluations are beyond the scope of a Phase I investigation; however, the investigation is intended to identify any need for such studies. Based upon the field conditions at the time of the field inspection and all available engineering data, the Phase I report addresses the hydraulic, hydrologic, geologic, geotechnic, and structural aspects of the dam. The engineering techniques employed give a reasonably accurate assessment of the conditions of the dam. It should be realized that certain engineering aspects cannot be fully analyzed during a Phase I inspection. Assessment and remedial measures in the report include the requirements of additional indepth study when necessary. Phase I reports include project information of the dam and appurtenances, all existing engineering data, operational procedures, hydraulic/hydrologic data of the watershed, dam stability, visual inspection report and an assessment including required remedial measures.
