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National Dam Safety Program Pohick Creek Dam Site Number 4 Inventory Number Va 05922 Potomac River Basin Fairfax County Virginia Phase I Inspection Report
Download National Dam Safety Program Pohick Creek Dam Site Number 4 Inventory Number Va 05922 Potomac River Basin Fairfax County Virginia Phase I Inspection Report full books in PDF, epub, and Kindle. Read online National Dam Safety Program Pohick Creek Dam Site Number 4 Inventory Number Va 05922 Potomac River Basin Fairfax 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. Pohick Creek Dam Site Number 4 (Inventory Number VA-05922), Potomac River Basin, Fairfax County, Virginia, Phase I Inspection Report by : Paul Seiler
Download or read book National Dam Safety Program. Pohick Creek Dam Site Number 4 (Inventory Number VA-05922), Potomac River Basin, Fairfax County, Virginia, Phase I Inspection Report written by Paul Seiler and published by . This book was released on 1979 with total page 81 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.
Download or read book Technical Abstract Bulletin written by and published by . This book was released on with total page 1048 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis National Dam Safety Program. Pohick Creek Number 7 (Inventory Number-05905), Potomac River Basin, Tributary of Pohick Creek, Fairfax County, Virginia. Phase I Inspection Report by : James A. Walsh
Download or read book National Dam Safety Program. Pohick Creek Number 7 (Inventory Number-05905), Potomac River Basin, Tributary of Pohick Creek, Fairfax County, Virginia. Phase I Inspection Report written by James A. Walsh and published by . This book was released on 1979 with total page 99 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 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 980 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis National Dam Safety Program. Lake Fairfax Dam (Inventory Number VA 05910), Potomac River Basin, Fairfax County, Virginia. Phase I Inspection Report by : Michael Baker (III.)
Download or read book National Dam Safety Program. Lake Fairfax Dam (Inventory Number VA 05910), Potomac River Basin, Fairfax County, Virginia. Phase I Inspection Report written by Michael Baker (III.) and published by . This book was released on 1980 with total page 53 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 Government Reports Announcements & Index by :
Download or read book Government Reports Announcements & Index written by and published by . This book was released on 1980 with total page 966 pages. Available in PDF, EPUB and Kindle. Book excerpt:
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. Lakeside Dam (Inventory Number VA 06920), Potomac River Basin, Frederick County, Virginia. Phase I Inspection Report by : James A. Walsh
Download or read book National Dam Safety Program. Lakeside Dam (Inventory Number VA 06920), Potomac River Basin, Frederick County, Virginia. Phase I Inspection Report written by James A. Walsh and published by . This book was released on 1980 with total page 40 pages. Available in PDF, EPUB and Kindle. Book excerpt: The Lakeside Dam is an earthen embankment about 428 feet long and 14.1 feet high. The dam is owned and maintained by the DANAC Real Estate Investment Corporation and the Metropolitan Federal Service Corporation. The dam is classified as a small dam with a significant hazard classification. The spillway is a riprap lined earthen side channel spillway located at the right abutment. This 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 100 Year Flood. The spillway will satisfactorily pass the 100 Year Flood and will also pass 100 percent of the Probable Maximum Flood without overtopping the dam. Therefore the spillway is adjudged as adequate. The visual inspection revealed no problems or remedial measures in need of immediate attention. There is no regular maintenance operation program or warning system, and it is recommended that a maintenance program and a warning system be established. The maintenance items listed in Section 7.2 should be accomplished as a part of the regular maintenance program within the next 12 months. (Author).
Book Synopsis National Dam Safety Program. Potomac River Basin. Lower North River, Number 22B (Inventory Number VA 16504), Rockingham County, State of Virginia, Phase I Inspection Report by : Michael Baker (III.)
Download or read book National Dam Safety Program. Potomac River Basin. Lower North River, Number 22B (Inventory Number VA 16504), Rockingham 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 67 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. Potomac Creek Number 2 Dam (Inventory Number VA 17913), Potomac River Basin, Stafford County, Virginia, Phase I Inspection Report by : Ray E. Martin
Download or read book National Dam Safety Program. Potomac Creek Number 2 Dam (Inventory Number VA 17913), Potomac River Basin, Stafford County, Virginia, Phase I Inspection Report written by Ray E. Martin and published by . This book was released on 1980 with total page 92 pages. Available in PDF, EPUB and Kindle. Book excerpt: Contents: Preface; Brief Assessment of Dam; Overview Photos; Section 1: Project Information, Section 2: Engineering Data, Section 3: Visual Inspection, Section 4: Operational Procedures, Section 5: Hydraulic/Hydrologic Data, Section 6: Dam Stability, Section 7: Assessment/Remedial Measures; Appendices.
Book Synopsis National Dam Safety Program. South River Number 3 Dam, (Inventory Number VA 01510), Potomac River Basin, Augusta County, Virginia. Phase I Inspection Report by : James A. Walsh
Download or read book National Dam Safety Program. South River Number 3 Dam, (Inventory Number VA 01510), Potomac River Basin, Augusta County, Virginia. Phase I Inspection Report written by James A. Walsh and published by . This book was released on 1980 with total page 45 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. Potomac Creek Number 1 Dam (Inventory Number VA 17902), Potomac River Basin, Stafford County, Virginia. Phase I Inspection Report by : Ray E. Martin
Download or read book National Dam Safety Program. Potomac Creek Number 1 Dam (Inventory Number VA 17902), Potomac River Basin, Stafford County, Virginia. Phase I Inspection Report written by Ray E. Martin and published by . This book was released on 1980 with total page 88 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.
Book Synopsis National Dam Safety Program. Upper Wallace Dam, (Inventory Number VA 01516), Potomac River Basin, Augusta County, Virginia. Phase I Inspection Report by : Ray E. Martin
Download or read book National Dam Safety Program. Upper Wallace Dam, (Inventory Number VA 01516), Potomac River Basin, Augusta County, Virginia. Phase I Inspection Report written by Ray E. Martin and published by . This book was released on 1980 with total page 46 pages. Available in PDF, EPUB and Kindle. Book excerpt: Upper Wallace Dam is a homogeneous earthfill structure about 325 ft long and 40 ft high. The principal spillway consists of a rectangular concrete riser and an outlet pipe which extends through the structure. The top of the dam serves as an access road to the Owner's residence with a 10 ft wide gravel surface. An earth emergency spillway is located at the right abutment with a 70 ft wide bottom and 2H:1V side slopes. The dam is located on Poor Creek approximately one mile east of Greenville, Virginia. The lake is for recreational purposes and is owned and maintained by Mr. Gregory Chandler. Based on 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 80 percent of the Probable Maximum Flood (PMF) or 160 percent of the SDF. The spillway is judged adequate. An evaluation of the stability condition could not be made since there is no design or construction data for this structure.
Book Synopsis National Dam Safety Program. Warrenton Dam (Inventory Number VA 06101), Potomac River Basin, Fauquier County, Virginia. Phase I Inspection Report by : Boris O. Taran
Download or read book National Dam Safety Program. Warrenton Dam (Inventory Number VA 06101), Potomac River Basin, Fauquier County, Virginia. Phase I Inspection Report written by Boris O. Taran and published by . This book was released on 1981 with total page 47 pages. Available in PDF, EPUB and Kindle. Book excerpt: Warrenton Dam is comprised of a 550 foot long concrete slab and buttress dam and two earthen dikes separated by a grassy knoll. The dikes are in the reservoir located in a low lying area north of the dam. One dike is about 300 feet long and 13 feet high. The other dike, perpendicular to the first, is about 175 feet long and 6 feet high. A concrete intake structure comprised of three 8-inch intakes at different elevations allows flow to discharge into the stream below the dam, furnishing water to the Warrenton Filtration Plant about 2 miles downstream. The concrete intake structure also has a 24-inch inlet and a 24-inch outlet. The maximum height is 30.8 feet for the concrete spillway. The dam is located 0.5 miles north of the Warrenton town limits and is used as the water supply for Warrenton, Virginia. The dam is owned and maintained by the Town of Warrenton, Virginia. The dam is classified as a small dam with a significant hazard classification. 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. Since the spillway was sized for the 21 percent PMF, which is greater than the 100 year flood, the spillway is adjudged as adequate.
Book Synopsis National Dam Safety Program. Lower North River Number 82 Dam (Inventory Number VA 16507), Potomac River Basin, Rockingham County, Virginia. Phase I Inspection Report by : Carl S Anderson (Jr)
Download or read book National Dam Safety Program. Lower North River Number 82 Dam (Inventory Number VA 16507), Potomac River Basin, Rockingham County, Virginia. Phase I Inspection Report written by Carl S Anderson (Jr) and published by . This book was released on 1981 with total page 128 pages. Available in PDF, EPUB and Kindle. Book excerpt: 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. Barcroft Dam (VA 05901), Potomac River Basin, Fairfax County, Virginia. Phase I Inspection Report by : H. E. Strawsnyder
Download or read book National Dam Safety Program. Barcroft Dam (VA 05901), Potomac River Basin, Fairfax County, Virginia. Phase I Inspection Report written by H. E. Strawsnyder and published by . This book was released on 1978 with total page 44 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 avaialble 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. Lower Wallace Dam (Inventory Number VA-01527). Potomac River Basin, Augusta County, Virginia. Phase I Inspection Report by : Ray E. Martin
Download or read book National Dam Safety Program. Lower Wallace Dam (Inventory Number VA-01527). Potomac River Basin, Augusta 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: Lower Wallace Dam is a homogeneous earthfill structure about 450 ft long and 25 ft high. The principal spillway consists of a 15 inch diameter corrugated metal pipe (CMP) riser and outlet pipe which extends through the structure. A secondary spillway consists of a CMP and a square inlet box which is located at the right abutment approximately 0.5 feet above the crest of the riser inlet. A 43 ft wide emergency spillway is located at the left abutment approximately 4 ft above normal pool. The dam is located on Poor Creek approximately one mile east of Greenville, Virginia. Based on 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 15 percent of the Probable Maximum Flood (PMF) or 30 percent of the SDF. During the SDF the Dam will be overtopped by a maximum of 1.7 ft for a period of 5 hours at a maximum velocity of 5.8 fps. The spillway is judged inadequate but not seriously inadequate.
