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National Dam Safety Program Black Creek Lake Dam Inventory Number Va 19513 Tennessee River Basin Wise County Virginia Phase I Inspection Report
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Book Synopsis National Dam Safety Program. Black Creek Lake Dam (Inventory Number VA 19513), Tennessee River Basin, Wise County, Virginia. Phase I Inspection Report by : Boris O. Taran
Download or read book National Dam Safety Program. Black Creek Lake Dam (Inventory Number VA 19513), Tennessee River Basin, Wise 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: The dam is classified as a small size dam with a significant hazard classification. The primary spillway consists of five 6-inch diameter PVC pipes passing through the concrete wier forming the secondary spillway. The spillways will pass 16 percent of the PMF or about 50 percent of the SDF without overtopping the dam. The spillways are adjudged as inadequate but not seriously inadequate. The visual inspection revealed no apparent problems and there are no immediate needs for remedial measures.
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 1008 pages. Available in PDF, EPUB and Kindle. Book excerpt: Sections 1-2. Keyword Index.--Section 3. Personal author index.--Section 4. Corporate author index.-- Section 5. Contract/grant number index, NTIS order/report number index 1-E.--Section 6. NTIS order/report number index F-Z.
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 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 National Dam Safety Program. Hidden Valley Lake (Inventory Number VA 19104) Tennessee River Basin, Washington County, Virginia. Phase I Inspection Report by : Boris O. Taran
Download or read book National Dam Safety Program. Hidden Valley Lake (Inventory Number VA 19104) Tennessee River Basin, Washington County, Virginia. Phase I Inspection Report written by Boris O. Taran and published by . This book was released on 1981 with total page 54 pages. Available in PDF, EPUB and Kindle. Book excerpt: Hidden Valley Lake Dam is an earthfill embankment structure about 560 feet long and 32.3 feet high. The dam is classified as an intermediate size dam with a significant hazard classification. The principal spillway is a concrete drop-inlet riser, and the emergency spillway is an open channel in the right abutment. The dam is used for 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 spillways will pass 39 percent of the PMF or 78 percent of the SDF without overtopping the dam. The SDF will overtop the dam by 1.1 feet, reach an average critical velocity of 4.8 feet per second (fps) and flow over the dam for 2.5 hours. Flows overtopping the dam during the SDF are not considered detrimental to the structure. The spillways are adjudged as inadequate, but not seriously inadequate.
Book Synopsis National Dam Safety Program. Toms Creek Dam (Inventory Number VA 19510), Wise County, Virginia. Phase I Inspection Report by : James A. Walsh
Download or read book National Dam Safety Program. Toms Creek Dam (Inventory Number VA 19510), Wise County, Virginia. Phase I Inspection Report written by James A. Walsh and published by . This book was released on 1979 with total page 79 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. Big Cherry Dam (VA 19502) Tennessee River Basin. Wise County, Virginia. Phase I Inspection Report by : Thomas Roberts
Download or read book National Dam Safety Program. Big Cherry Dam (VA 19502) Tennessee River Basin. Wise County, Virginia. Phase I Inspection Report written by Thomas Roberts and published by . This book was released on 1978 with total page 55 pages. Available in PDF, EPUB and Kindle. Book excerpt: 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. 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 meausres.
Book Synopsis National Dam Safety Program. Bear Creek Reservoir Dam (ID Number VA19511, Tennessee River Basin, Bear Creek. Wise County, Virginia. Phase I Inspection Report by : Ray E. Martin
Download or read book National Dam Safety Program. Bear Creek Reservoir Dam (ID Number VA19511, Tennessee River Basin, Bear Creek. Wise County, Virginia. Phase I Inspection Report written by Ray E. Martin and published by . This book was released on 1980 with total page 64 pages. Available in PDF, EPUB and Kindle. Book excerpt: 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. Phase I reports include project information of the dam and appurtenances, all existing engineering data, operational procedures, hydraulic/dydrologic data of the watershed, dam stability, visual inspection report and an assessment including required remedial measures.
Book Synopsis National Dam Safety Program. Lake Heritage Dam (Inventory Number VA 03332), York River Basin, Caroline County, Commonwealth of Virginia. Phase I Inspection Report by : James A. Walsh
Download or read book National Dam Safety Program. Lake Heritage Dam (Inventory Number VA 03332), York River Basin, Caroline County, Commonwealth of Virginia. Phase I Inspection Report written by James A. Walsh and published by . This book was released on 1981 with total page 59 pages. Available in PDF, EPUB and Kindle. Book excerpt: Lake Heritage Dam is an earthfill embankment approximately 19.8 feet high and 1,310 feet long with a 29.9 foot wide by 4 foot high concrete weir spillway situated about 40 feet from the right abutment of the dam. The dam, located about 2.5 miles west of Ladysmith, Virginia, is used for recreation. The dam is owned by the Lake Land' or Property Owner's Association, Box 123, Ladysmith, Virginia 22501. Lake Heritage Dam is a 'small' size - 'high' hazard structure as defined by the Recommended Guidelines for Safety Inspection of Dams. The dam and appurtenant structures were in fair overall condition at the time of inspection. Maintenance of the dam is considered to be inadequate. A stability check of the dam is not required. Using the Corps of Engineers' screening criteria for initial review of spillway adequacy, the 1/2 Probable Maximum Flood (1/2 PMF) 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 feet with an average critical velocity of 3.8 feet per second. Total duration of overtopping would be approximately 1.9 hours.
Book Synopsis National Dam Safety Program. Little Creek Reservoir Dam (Inventory Number VA 09506), James River Basin, James City County, Commonwealth of Virginia. Phase I Inspection Report by : James A. Walsh
Download or read book National Dam Safety Program. Little Creek Reservoir Dam (Inventory Number VA 09506), James River Basin, James City County, Commonwealth of Virginia. Phase I Inspection Report written by James A. Walsh and published by . This book was released on 1981 with total page 68 pages. Available in PDF, EPUB and Kindle. Book excerpt: Little Creek Reservoir Dam is an earthfill embankment 67.0 feet high and approximately 1,900 feet long. The dam has a drop-inlet spillway consisting of a 13 foot by 18 foot concrete riser with a 6 foot diameter concrete outlet pipe. The dam, located near Toano, Virginia, is used for water supply by the City of Newport News, Virginia. The dam is owned by the City of Newport News, Virginia. Little Creek Reservoir Dam is an 'intermediate' size - 'significant' hazard structure as defined by the Recommended Guidelines for Safety Inspections of Dams. The dam and appurtenant structures were found to be generally in good overall condition. Visual inspection and office analyses indicate deficiencies requiring remedial treatment. A stability check is not required. Using the Corps of Engineers' screening criteria for initial review of spillway adequacy, the Probable Maximum Flood (PMF) was selected as the spillway design flood (SDF) for Little Creek Reservoir Dam. The spillway is capable of passing up to 88 percent of the PMF without overtopping the dam. Despite the inability of the spillway to pass the SDF, the depth, duration, and rate of overtopping flows are not considered detrimental to the embankment.
Book Synopsis National Dam Safety Program. Bedford Lake Dam (Inventory Number VA-01905). Roanoke River Basin, Bedford County, Virginia. Phase I Inspection Report by : Boris O. Taran
Download or read book National Dam Safety Program. Bedford Lake Dam (Inventory Number VA-01905). Roanoke River Basin, Bedford County, Virginia. Phase I Inspection Report written by Boris O. Taran and published by . This book was released on 1981 with total page 41 pages. Available in PDF, EPUB and Kindle. Book excerpt: Bedford Lake Dam is located approximately 0.5 miles northwest of Colton's Mill, Virginia, at the headwaters of the North Otter Creek. The field inspection was conducted on April 1, 1981. The weather was clear and dry with a temperature in the low seventies. Ground surface conditions along the embankment were generally dry. At the time of the inspection the pool elevation was at 993.3 msl and the tailwater elevation was approximately 952.6 msl. Overall the dam and appurtenant structures were found to be in good condition. However, several deficiencies were found necessitating remedial treatment. A field sketch of the conditions observed during the inspection is located in Appendix I. Prior to the present owners purchase of the dam, an inspection and evaluation was performed by the firm of Hurt and Profitt Engineers-Surveyors, Lynchburg, Virginia. At their recommendation the bridge spanning the emergency spillway was replaced and remedial work was done to the ogee weir at the entrance to the emergency spillway channel.
Book Synopsis National Dam Safety Program. Edmondson Dam (Inventory Number VA 19103), Tennessee River Basin, Washington County, Virginia, Phase I Inspection Report by : James A. Walsh
Download or read book National Dam Safety Program. Edmondson Dam (Inventory Number VA 19103), Tennessee River Basin, Washington County, Virginia, Phase I Inspection Report written by James A. Walsh and published by . This book was released on 1980 with total page 42 pages. Available in PDF, EPUB and Kindle. Book excerpt: 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. 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. Upper South Lake Dam (Inventory Number VA-05913), Potomac River Basin, Tributary to Snakeden Branch, Fairfax County, Virginia. Phase I Inspection Report by : Paul Seiler
Download or read book National Dam Safety Program. Upper South Lake Dam (Inventory Number VA-05913), Potomac River Basin, Tributary to Snakeden Branch, Fairfax County, Virginia. Phase I Inspection Report written by Paul Seiler and published by . This book was released on 1979 with total page 77 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. Bens Branch Dam (Inventory Number VA-19509) Wise County, Virginia. Phase I Inspection Report by : James A. Walsh
Download or read book National Dam Safety Program. Bens Branch Dam (Inventory Number VA-19509) Wise County, Virginia. Phase I Inspection Report written by James A. Walsh and published by . This book was released on 1979 with total page 61 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. Lower Norton Reservoir Dam Number (VA 19507), Tennessee River Basin, Wise County, Virginia. Phase I Inspection Report by : Thomas E. Roberts
Download or read book National Dam Safety Program. Lower Norton Reservoir Dam Number (VA 19507), Tennessee River Basin, Wise County, Virginia. Phase I Inspection Report written by Thomas E. Roberts and published by . This book was released on 1978 with total page 58 pages. Available in PDF, EPUB and Kindle. Book excerpt: 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. 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.
