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National Dam Safety Program John L Lawrence Dam Id Number Va 01702 James River Basin Buck Lick Hollow And Venable Hollow Bath County Virginia Phase I Inspection Report
Download National Dam Safety Program John L Lawrence Dam Id Number Va 01702 James River Basin Buck Lick Hollow And Venable Hollow Bath County Virginia Phase I Inspection Report full books in PDF, epub, and Kindle. Read online National Dam Safety Program John L Lawrence Dam Id Number Va 01702 James River Basin Buck Lick Hollow And Venable Hollow Bath County Virginia 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. John L. Lawrence Dam (ID Number VA-01702), James River Basin, Buck Lick Hollow and Venable Hollow, Bath County, Virginia. Phase I Inspection Report by : BAKER (MICHAEL) JR INC BEAVER PA.
Download or read book National Dam Safety Program. John L. Lawrence Dam (ID Number VA-01702), James River Basin, Buck Lick Hollow and Venable Hollow, Bath County, Virginia. Phase I Inspection Report written by BAKER (MICHAEL) JR INC BEAVER PA. and published by . This book was released on 1980 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 investigations 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 Government Reports Annual Index by :
Download or read book Government Reports Annual Index written by and published by . This book was released on 1980 with total page 1112 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 228 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis National Dam Safety Program. James River Basin. Sugar Hollow (Inventory Number VA 00303), Albemarle County, State of Virginia. Phase I Inspection Report by : Michael Baker (III.)
Download or read book National Dam Safety Program. James River Basin. Sugar Hollow (Inventory Number VA 00303), Albemarle 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 69 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. Aviation, Golf and Farm Club Dam. (Inventory Number VA 01703), James River Basin, Bath County, Virginia. Phase I Inspection Report by : Ray E. Martin
Download or read book National Dam Safety Program. Aviation, Golf and Farm Club Dam. (Inventory Number VA 01703), James River Basin, Bath County, Virginia. Phase I Inspection Report written by Ray E. Martin and published by . This book was released on 1980 with total page 50 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. 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. (Author).
Book Synopsis National Dam Safety Program. Nelson Dam (Inventory Number VA 12501), James River Basin, Nelson County, Virginia. Phase I Inspection Report by : Boris O. Taran
Download or read book National Dam Safety Program. Nelson Dam (Inventory Number VA 12501), James River Basin, Nelson County, Virginia. Phase I Inspection Report written by Boris O. Taran and published by . This book was released on 1981 with total page 50 pages. Available in PDF, EPUB and Kindle. Book excerpt: The Dam is an earthfill structure about 738 feet long and 40.5 feet high. The dam is classified as 'intermediate' on the basis of size, and given a hazard classification of 'significant' on the basis of downstream area development. The principal spillway consists of an octagonally shaped concrete riser with eight rectangular openings serving as drop inlets. The emergency spillway is an open concrete channel cut at the right abutment. The spillway will pass 41 percent of the PMF or 82 percent of the SDF without overtopping the crest of the dam. The spillway is adjudged inadequate but not seriously inadequate. The visual inspection revealed no apparent problems and there are no immediate needs for remedial measures.
Book Synopsis National Dam Safety Program. Douthat Dam (VA 01701). James River Basin. Bath County, Virginia. Phase I Inspection Report by : Thomas E. Roberts
Download or read book National Dam Safety Program. Douthat Dam (VA 01701). James River Basin. Bath County, Virginia. Phase I Inspection Report written by Thomas E. Roberts and published by . This book was released on 1978 with total page 59 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. Johns Creek Number 4. (Inventory Number VA 04504), James River Basin, Craig County, State of Virginia. Phase 1 Inspection Report by : James A. Walsh
Download or read book National Dam Safety Program. Johns Creek Number 4. (Inventory Number VA 04504), James River Basin, Craig County, State of Virginia. Phase 1 Inspection Report written by James A. Walsh and published by . This book was released on 1979 with total page 82 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. Phase I reports include project information, 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. Johns Creek Number 2 (Inventory Number VA 04501), James River Basin, Craig County, State of Virginia. Phase I Inspection Report by : James A. Walsh
Download or read book National Dam Safety Program. Johns Creek Number 2 (Inventory Number VA 04501), James River Basin, Craig 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 102 pages. Available in PDF, EPUB and Kindle. Book excerpt: Johns Creek No. 2 Dam is a zoned, earthfill dam approximately 650 feet long and 51 feet high. The dam, located approximately 18 miles southwest of New Castle, Virginia is used for flood control. Johns Creek No. 2 Dam is an 'intermediate' size - 'significant' hazard structure as defined by the Recommended Guidelines for Safety Inspection of Dams. 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 2.1 feet with an average critical velocity of 3.8 f.p.s. Total duration of dam overtopping would be approximately 3.2 hours. The dam and appurtenant structures were found to be in generally good overall condition. No conditions indicating embankment instability were detected during the field inspection and office analyses. Seepage at the toe of the dam is not considered serious; however, it is recommended that the rate be checked for increase at higher reservoir levels. The safety factors determined during design are greater than those required for minimum accepted stability.
Book Synopsis National Dam Safety Program. Johns Creek Number 3 (Inventory Number VA-04503), James River Basin, Craig County, State of Virginia. Phase 1 Inspection Report by : James A. Walsh
Download or read book National Dam Safety Program. Johns Creek Number 3 (Inventory Number VA-04503), James River Basin, Craig County, State of Virginia. Phase 1 Inspection Report written by James A. Walsh and published by . This book was released on 1979 with total page 69 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. Phase I reports include project information, 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 Ragged Mountain Number 1, Inventory Number: VA-00356. James River Basin. Albermarle County, State of Virginia. Phase I Inspection Report by : michael Baker (III.)
Download or read book National Dam Safety Program. Upper Ragged Mountain Number 1, Inventory Number: VA-00356. James River Basin. Albermarle County, State of Virginia. Phase I Inspection Report written by michael Baker (III.) and published by . This book was released on 1979 with total page 63 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. Lake Monocan Dam (ID VA-12502), James River Basin, Allen Creek. Nelson County, Virginia. Phase I Inspection Report by : James A. Walsh
Download or read book National Dam Safety Program. Lake Monocan Dam (ID VA-12502), James River Basin, Allen Creek. Nelson County, Virginia. Phase I Inspection Report written by James A. Walsh and published by . This book was released on 1980 with total page 79 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 investigations and analyses involving topograhic 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. 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. Scotts Mill Dam (VA-68001), Upper James River Basin, Lynchburg, Virginia. Phase I Inspection Report by : MARTIN (DEWARD M) AND ASSOCIATES INC WILLIAMSBURG VA.
Download or read book National Dam Safety Program. Scotts Mill Dam (VA-68001), Upper James River Basin, Lynchburg, Virginia. Phase I Inspection Report written by MARTIN (DEWARD M) AND ASSOCIATES INC WILLIAMSBURG VA. and published by . This book was released on 1979 with total page 46 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. Elon Water Works Dam (Inventory Number VA 00908), James River Basin. Amherst County, Virginia. Phase I Inspection Report by : Boris O. Taran
Download or read book National Dam Safety Program. Elon Water Works Dam (Inventory Number VA 00908), James River Basin. Amherst County, Virginia. Phase I Inspection Report written by Boris O. Taran and published by . This book was released on 1981 with total page 49 pages. Available in PDF, EPUB and Kindle. Book excerpt: The Elon Water Works Dam is a zoned earth fill dam approximately 52.1 feet high and 490 feet long. The dam is classified as an intermediate size dam with a significant hazard classification. The emergency spillway is an earthen channel with a trapezoidal cross section at the left abutment. The principal spillway is a concrete drop-inlet with a fixed crest elevation of 663 feet. The reservoir is used for water supply. 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 32 percent of the PMF or 64 percent of the SDF without overtopping the dam. The SDF will overtop the dam by a maximum of 1.2 feet, reach an average critical velocity of 5.1 feet per second and flow over the dam for 2.4 hours. The emergency spillway is adjudged inadequate, but not seriously inadequate.
Book Synopsis National Dam Safety Program. University Commons Dam (VA 76008), James River Basin, Richmond, Virginia. Phase I Inspection Report by : SCHNABEL ENGINEERING ASSOCIATES RICHMOND VA.
Download or read book National Dam Safety Program. University Commons Dam (VA 76008), James River Basin, Richmond, Virginia. Phase I Inspection Report written by SCHNABEL ENGINEERING ASSOCIATES RICHMOND VA. and published by . This book was released on 1981 with total page 71 pages. Available in PDF, EPUB and Kindle. Book excerpt: University Commons Dam is a zoned earthfill structure about 300 ft long and 24 ft high. The spillway consists of an ogee shaped, concrete overflow spillway, which extends 254 ft across the dam. The dam is small size structure and is assigned a high hazard classification. The dam is located on Little Westhampton Creek, on the Campus of the University of Richmond in the City of Richmond, Virginia. The lake is used for recreation and is owned and maintained by the University of Richmond. The University Commons Dam spillway runs under the University Commons Building with a 6 ft clearance. The spillway abutments are part of the building foundation, and the building comprises the balance of the dam length beyond the spillway. Based on the criteria established by the Department of the Army, Office of the Chief of Engineers (OCE), the appropriate Spillway Design Flood (SDF) is the 1/2 PMF. The spillway will pass 75 percent of the Probable Maximum Flood (PMF) or 150 percent of the SDF without reaching the masonry overhang of the University Commons Building. The spillway is rated adequate. The visual inspection did not reveal any problems which would require immediate attention. The dam is considered stable and a stability analysis is not required. An emergency operation and warning plan should be developed.
Book Synopsis National Dam Safety Program. Lakeland Dam (Inventory Number VA 03111), James River Basin, Campbell County, Virginia. Phase I Inspection Report by : James A. Walsh
Download or read book National Dam Safety Program. Lakeland Dam (Inventory Number VA 03111), James River Basin, Campbell County, Virginia. Phase I Inspection Report written by James A. Walsh and published by . This book was released on 1980 with total page 39 pages. Available in PDF, EPUB and Kindle. Book excerpt: The Lakeland Dam is an earthfill structure approximately 550 feet long and 26.6 feet high. The dam is owned and maintained by the Lakeland Homeowners Association. The dam is classified as a small dam with a significant hazard classification. The principal spillway is an 18-inch corrugated metal pipe drop-inlet that passes at low level through the dam. The emergency spillway is an open channel earthen spillway located at the right abutment. The reservoir 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 emergency spillway will pass the SDF without overtopping the dam. Therefore, the emergency spillway is adjudged as adequate. The visual inspection revealed no apparent problems and there are no immediate needs for remedial measures. Maintenance is performed by the owners. However, there is no regular maintenance operations plan or warning system. It is recommended that the services of a qualified geotechnical engineering firm be engaged to perform a stability check of the dam. This should be completed within 12 months. It is also recommended that a regular maintenance and operations program be instituted with provisions for accurate records of all maintenance performed, and that a warning system be established.
