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National Dam Safety Program Nanticoke Creek Watershed Project Site 10 Dam Inventory Id Number Ny 713 Dec 85d 3946 Susquehanna River Basin Broome County New York Phase I Inspection Report
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Book Synopsis National Dam Safety Program. Nanticoke Creek Watershed Project Site 10 Dam (Inventory I.D. Number NY 713, DEC 85D-3946, Susquehanna River Basin, Broome County, New York, Phase I Inspection Report by : George Koch
Download or read book National Dam Safety Program. Nanticoke Creek Watershed Project Site 10 Dam (Inventory I.D. Number NY 713, DEC 85D-3946, Susquehanna River Basin, Broome County, New York, Phase I Inspection Report written by George Koch and published by . This book was released on 1980 with total page 105 pages. Available in PDF, EPUB and Kindle. Book excerpt: This report provides information and analysis on the physical condition of the dam as of the report date. Information and analysis are based on visual inspection of the dam by the performing organization. The examination of documents and visual inspection of the Site 10 dam and appurtent structures did not reveal conditions which constitute a hazard to human life or property. (Author).
Download or read book Technical Abstract Bulletin written by and published by . This book was released on 1981 with total page 204 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis National Dam Safety Program. Nanticoke Creek Watershed Project Site Number 8 (Inventory Number NY-573). Susquehanna River Basin. Broome County, New York. Phase 1 Inspection Report by : George Koch
Download or read book National Dam Safety Program. Nanticoke Creek Watershed Project Site Number 8 (Inventory Number NY-573). Susquehanna River Basin. Broome County, New York. Phase 1 Inspection Report written by George Koch and published by . This book was released on 1979 with total page 74 pages. Available in PDF, EPUB and Kindle. Book excerpt: This report provides information and analysis on the physical condition of the dam as of the report date. Information and analysis are based on visual inspection of the dam by the performing organization. Nanticoke Creek Watershed Protection Project Dam Site No. 8 was found to have no conditions which would render the dam unsafe. Minor maintenance actions were recommended. (Author).
Book Synopsis National Dam Safety Program. Susquehanna River Basin, Inventory Number NY-575. Nanticoke Creek Watershed Project Site 9E. Broome County, New York. Phase I Inspection Report by : George Koch
Download or read book National Dam Safety Program. Susquehanna River Basin, Inventory Number NY-575. Nanticoke Creek Watershed Project Site 9E. Broome County, New York. Phase I Inspection Report written by George Koch and published by . This book was released on 1979 with total page 77 pages. Available in PDF, EPUB and Kindle. Book excerpt: This report provides information and analysis on the physical condition of the dam as of the report date. Information and analysis are based on visual inspection of the dam by the performing organization. Nanticoke Creek Watershed Protection Project Dam Site 9E was found to have no conditions which would render the dam unsafe. (Author).
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 199? with total page 1318 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis National Dam Safety Program. Nanticoke Creek Watershed Project-Floodwater Retarding Dam Site 9-C (Inventory Number N.Y. 628), Susquehanna River Basin, Broome County, New York. Phase I Inspection Report by : Lawrence D. Andersen
Download or read book National Dam Safety Program. Nanticoke Creek Watershed Project-Floodwater Retarding Dam Site 9-C (Inventory Number N.Y. 628), Susquehanna River Basin, Broome County, New York. Phase I Inspection Report written by Lawrence D. Andersen and published by . This book was released on 1981 with total page 81 pages. Available in PDF, EPUB and Kindle. Book excerpt: This report provides information and analysis on the physical condition of the dam as of the report date. Information and analysis are based on visual inspection of the dam by the performing organization. Based on the evaluation of the existing conditions, the condition of the Nanticoke Creek Watershed Project - Floodwater Retarding Dam Site 9-C is considered to be good. The examination of documents and visual observations did not reveal conditions which consitute a hazard to human life or property. The spillway capacity was evaluated according to the recommended procedure and was found to pass the required spillway design flood of 100 percent of the Probable Maximum Flood (PMF). Therefore, the spillway capacity is rated to be adequate. (Author).
Book Synopsis National Dam Safety Program. Patterson Brixius Grey Creek Watershed Project, Site 2 (Inventory Number NY 725). Susquehanna River Basin, Broome County, New York. Phase I Inspection Report by : George Koch
Download or read book National Dam Safety Program. Patterson Brixius Grey Creek Watershed Project, Site 2 (Inventory Number NY 725). Susquehanna River Basin, Broome County, New York. Phase I Inspection Report written by George Koch and published by . This book was released on 1980 with total page 108 pages. Available in PDF, EPUB and Kindle. Book excerpt: The dam is located on Brixius Creek, a tributary of the Susquehanna River, approximately 1/2 mile north of Union, NY. The examination of documents and visual inspection of the Site 2 Dam and appurtenant structures did not reveal conditions which constitute a hazard to human life or property. The discharge capacity of the spillways is adequate for the PMF (Probable Maximum Flood). However the following remedial actions must be completed within 1 year from notification to the owner: (1) Eliminate the pedestrian traffic on the embankment and auxiliary spillway, backfill all depressions and reseed these areas; (2) repair the depressions on the upstream slope in the vicinity of the riser and beyond the downstream toe of the dam; (3) Remove the parking area from the auxiliary spillway channel and reseed the affected area; (4) Remove the vegetation from the inlet and outlet of the auxiliary spillway, and the downstream channel; (5) Investigate the conditions of the reservoir drain and restore to operational status, if required; (6) Repair the erosion or the Taft Road embankment and clean out the sediment within the 6 feet diameter highway culvert; and (7) provide a program of periodic inspection and maintenance of the dam and appurtenances, including yearly operation and lubrication of the reservoir drain system.
Book Synopsis National Dam Safety Program. Patterson, Brixius, Grey Creek Watershed Project, Site 1 (Inventory Number NY698), Susquehanna River Basin, Broome County, New York. Phase I Inspection Report by :
Download or read book National Dam Safety Program. Patterson, Brixius, Grey Creek Watershed Project, Site 1 (Inventory Number NY698), Susquehanna River Basin, Broome County, New York. Phase I Inspection Report written by and published by . This book was released on 1980 with total page 101 pages. Available in PDF, EPUB and Kindle. Book excerpt: The Site 1 Dam consists of a 1300 feet long homogeneous earth embankment with an auxiliary spillway located at the right end of the embankment in a cut section beyond the abutment of the embankment. The maximum height of the dam is 65 feet. The embankment has a crest width of 20 feet, an upstream slope of 1 vertical on 3 horizontal, and a downstream slope of 1 on 2.5. The auxiliary spillway is a vegetated earth channel, with a bottom width of 340 feet and side slopes of 1 on 3 (left slope) and 1 on 2 (right slope). The principal spillway is a rectangular concrete riser which extends above the upstream slope near the toe of slope. The riser is topped by a triangular trash rack, the sides of which form a drop inlet, which is utilized during high reservoir levels. Under low flow conditions, a rectangular low stage inlet, in the upstream face of the riser, controls the reservoir level. A 30 inch diameter reinforced concrete pipe controls the flow between the riser and the impact basin located at the toe of the dam. An 18 inch diameter pipe, with a manually operated slide gate, the controls of which are located atop the riser, serve as the reservoir drain system. The examination of documents and visual inspection of the Site 1 Dam and appurtenant structures did not reveal conditions which constitute a hazard to human life or property. The discharge capacity of the spillway is adequate for the PMF (Probable Maximum Flood).
Book Synopsis National Dam Safety Program. Nanticoke Creek Watershed Project-Floodwater Retarding Dam Site 7-B (Inventory Number N.Y. 605), Susquehanna River Basin, Tioga County, New York. Phase I Inspection Report by : Lawrence D. Andersen
Download or read book National Dam Safety Program. Nanticoke Creek Watershed Project-Floodwater Retarding Dam Site 7-B (Inventory Number N.Y. 605), Susquehanna River Basin, Tioga County, New York. Phase I Inspection Report written by Lawrence D. Andersen and published by . This book was released on 1981 with total page 80 pages. Available in PDF, EPUB and Kindle. Book excerpt: This report provides information and analysis on the physical condition of the dam as of the report date. Information and analysis are based on visual inspection of the dam by the performing organization. Based on the evaluation of the existing conditions, the condition of the Nanticoke Creek Watershed Project-Floodwater Retarding Dam Site 7-B is considered to be good. The examination of documents and visual observations did not reveal conditions which constitute a hazard to human life or property. The spillway capacity was evaluated according to the recommended procedure and was found to pass the required spillway design flood of 100 percent of the Probable Maximum Flood (PMF). Therefore, the spillway capacity is rated as adequate. (Author).
Book Synopsis National Dam Safety Program. Little Choconut Watershed Site 2E Dam (Inventory Number NY 723), Susquehanna River Basin, Broome County, New York. Phase I Inspection Report by : Hugh C. Flaherty
Download or read book National Dam Safety Program. Little Choconut Watershed Site 2E Dam (Inventory Number NY 723), Susquehanna River Basin, Broome County, New York. Phase I Inspection Report written by Hugh C. Flaherty and published by . This book was released on 1981 with total page 163 pages. Available in PDF, EPUB and Kindle. Book excerpt: The Little Choconut Watershed Site 2E Dam is located off Dimmock Hill Road approximately 1.7 miles north of Choconut Center in the Town of Chenango, New York. The primary purpose of this dam is flood control in the Little Choconut Creek watershed to reduce floodwater damages. Based on the visual examination conducted on December 15, 1980, the Little Choconut Watershed Site 2E Dam is considered to be in good condition. The minor deficiencies which have been observed should not have a serious effect on the performance or the safety of the structure.
Book Synopsis National Dam Safety Program. Clark's Creek Watershed Project Site I (I.D. Number NY-718, Number 106B-4076) Susquehanna River Basin, Chenango County, New York. Phase I Inspection Report by : George Koch
Download or read book National Dam Safety Program. Clark's Creek Watershed Project Site I (I.D. Number NY-718, Number 106B-4076) Susquehanna River Basin, Chenango County, New York. Phase I Inspection Report written by George Koch and published by . This book was released on 1980 with total page 88 pages. Available in PDF, EPUB and Kindle. Book excerpt: The Clark's Creek Watershed Project Site I dam consists of an earth dam with a service spillway pipe passing through the embankment and an excavated auxiliary spillway passing around the eastern end of the dam. The dam consists of a compacted earth embankment which is 46 feet high, has a crest length of 1250 feet and a crest width of 16 feet. The upstream slope is 1 vertical on 3 horizontal with a 10 foot wide berm near the base of the slope. The downstream slope is 1 vertical on 2.5 horizontal. The crest and exposed slopes are covered with grass and crownvetch. An earth cutoff trench of varying depth and width keys the embankment into the foundation soils. The examination of documents and visual inspection of the Clark's Creek Site 1 Dam did not reveal conditions which constitute a hazard to human life or property. The total discharge capacity of the spillways is adequate to impound and safely discharge the floodwaters resulting from the Probable Maximum Flood (PMF).
Book Synopsis National Dam Safety Program. Little Choconut Watershed Site 2A Dam (Inventory Number NY 720), Susquehanna River Basin, Broome County, New York. Phase I Inspection Report by : Hugh C. Flaherty
Download or read book National Dam Safety Program. Little Choconut Watershed Site 2A Dam (Inventory Number NY 720), Susquehanna River Basin, Broome County, New York. Phase I Inspection Report written by Hugh C. Flaherty and published by . This book was released on 1981 with total page 175 pages. Available in PDF, EPUB and Kindle. Book excerpt: Little Choconut Watershed Site 2A Dam is one of eight floodwater retarding dams in the Little Choconut, Finch Hollow, and Trout Brook watersheds designed to reduce floodwater damages. The dam embankment is approximately 530 feet long, 33 feet high and has an upstream slope of 3 horizontal to 1 vertical and a downstream slope of 2.5 to 1. The principal spillway is a drop inlet structure consisting of a single stage reinforced concrete riser, a 24 inch diameter prestressed concrete cylinder pipe and a channel excavated into bedrock at the outlet of the conduit. The emergency spillway is a curved 80 foot wide channel with 3 to 1 side slopes cut into earth at the left abutment. Hydrologic/hydraulic analyses performed in accordance with the Corps of Engineers' Recommended Guidelines for Safety Inspection of Dams indicate that the principal spillway and the emergency spillway would pass 100 percent of the outflow from the Probable Maximum Flood (PMF) without overtopping the dam. Therefore, the combined spillway capacity is adjudged to be adequate.
Book Synopsis National Dam Safety Program. Finch Hollow Watershed Project Site 2 (Inventory Number 719) Susquehanna River Basin, Broome County, New York. Phase I Inspection Report by : George Koch
Download or read book National Dam Safety Program. Finch Hollow Watershed Project Site 2 (Inventory Number 719) Susquehanna River Basin, Broome County, New York. Phase I Inspection Report written by George Koch and published by . This book was released on 1980 with total page 88 pages. Available in PDF, EPUB and Kindle. Book excerpt: This report provides information and analysis on the physical condition of the dam as of the report date. Information and analysis are based on visual inspection of the dam by the performing organization. The examination of documents and visual inspection of the Finch Hollow Site 2 Dam did not reveal conditions which constitute a hazard to human life or property. The total discharge capacity of the spillways is adequate to impound and safely discharge the floodwaters resulting from the Probable Maximum Flood (PMF). Several minor deficiencies were noted on this structure. Among these deficiencies were a small depression on the upstream slope near the riser, ponding of water in the bottom of the auxiliary spillway channel, and a substantial accumulation of debris around the intake of the principal spillway riser. These deficiencies should be corrected within 6 months of the date of notification of the owner. In addition, an emergency action plan for notification of downstream residents should be developed within 6 months. (Author).
Book Synopsis National Dam Safety Program. Finch Hollow Watershed Project, Site 1. Inventory Number NY-697 Susquehanna River Basin. Broome County, New York. Phase I Inspection Report by : George Koch
Download or read book National Dam Safety Program. Finch Hollow Watershed Project, Site 1. Inventory Number NY-697 Susquehanna River Basin. Broome County, New York. Phase I Inspection Report written by George Koch and published by . This book was released on 1979 with total page 97 pages. Available in PDF, EPUB and Kindle. Book excerpt: This report provides information and analysis on the physical condition of the dam as of the report date. Information and analysis are based on visual inspection of the dam by the performing organization. Finch Hollow Project-Site 1 did not reveal conditions which pose a hazard to humanlife or property. Total spillway discharge capacity is adequate for the PMF. An immediate investigation is required to ascertain the flooding potential of homes located between the dam and the highway embankment. Subsequent remedial measures must be completed within 1 year of notification. Several remedial actions during construction season are required. (Author).
Book Synopsis National Dam Safety Program. Millbrook Watershed Project Site I (inventory Number NY 715) Susquehanna River Basin, Chenango County, New York. Phase 1 Inspection Report by :
Download or read book National Dam Safety Program. Millbrook Watershed Project Site I (inventory Number NY 715) Susquehanna River Basin, Chenango County, New York. Phase 1 Inspection Report written by and published by . This book was released on 1980 with total page 94 pages. Available in PDF, EPUB and Kindle. Book excerpt: This report provides information and analysis on the physical condition of the dam as of the report date. Information and analysis are based on visual inspection of the dam by the performing organization. The examination of documents and visual inspection of the Mill Brook Site 1 Dam did not reveal conditions which constitute a hazard to human life or property. The total discharge capacity of the spillways is adequate to impound and safely discharge the floodwaters resulting from the Probable Maximum Flood (PMF).
Book Synopsis National Dam Safety Program. Little Choconut Watershed Site 2C Dam (Inventory Number N.Y. 722), Susquehanna River Basin, Broome County, New York. Phase I Inspection Report by : George P. Fulton
Download or read book National Dam Safety Program. Little Choconut Watershed Site 2C Dam (Inventory Number N.Y. 722), Susquehanna River Basin, Broome County, New York. Phase I Inspection Report written by George P. Fulton and published by . This book was released on 1981 with total page 102 pages. Available in PDF, EPUB and Kindle. Book excerpt: The Little Choconut Watershed Site 2C Dam is located off New Ireland Road in the Town of Maine. The dam is a floodwater retarding structure. Visual inspection of this dam revealed the following deficiencies: The 3-foot high crown vetch cover on all features of the dam and auxiliary spillway hindered a more thorough visual inspection; Erosion of the vegetative cover due to vehicular traffic on the top and upstream slope of the dam and in the channel and side slopes of the auxiliary spillway; A section of galvanized planking missing from the top of the inlet riser; Minor rust on the gate stem on the low-level outlet; A vandalized animal guard on the west outlet of the internal drainage system; and Wet areas along the toe of the west side slope of the auxiliary spillways.
Book Synopsis National Dam Safety Program. Little Choconut Watershed Site 2B Dam (Inventory Number 721), Susquehanna River Basin, Broome County, New York. Phase I Inspection Report by : Hugh C. Flaherty
Download or read book National Dam Safety Program. Little Choconut Watershed Site 2B Dam (Inventory Number 721), Susquehanna River Basin, Broome County, New York. Phase I Inspection Report written by Hugh C. Flaherty and published by . This book was released on 1981 with total page 188 pages. Available in PDF, EPUB and Kindle. Book excerpt: Little Choconut Watershed Site 2B Dam is one of eight floodwater retarding dams in the Little Choconut, Finch Hollow, and Trout Brook watersheds designed to reduce floodwater damages. The dam embankment is approximately 790 feet long angling slightly downstream, 56 feet high and has an upstream slope of 3 horizontal to 1 vertical and a downstream slope of 2.5 to 1. The principal spillway is a drop inlet structure consisting of a single stage reinforced concrete riser, a 30 inch diameter prestressed concrete cylinder pipe and a reinforced concrete impact basin. The emergency spillway is a 380 foot long by 55 foot wide channel cut into rock at the right abutment. Hydrologic/hydraulic analyses performed in accordance with the Corps of Engineers' Recommended Guidelines for Safety Inspection of Dams indicate that the principal spillway and the emergency spillway would pass 100 percent of the outflow from the Probable Maximum Flood (PMF) without overtopping the dam. Therefore, the combined spillway capacity is adjudged to be adequate.
