Download or read book National Program for Inspection of Non Federal Dams Russell Pond Dam MA 00392 Massachusetts Coastal Basin Kingston Massachusetts Phase I Inspection Report written by CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV. and published by . This book was released on 1979 with total page 56 pages. Available in PDF, EPUB and Kindle. Book excerpt: Russell Pond Dam is an earthen dam about 130 ft. long and 15 ft. high. The dam is in poor condition. The embankment contains many trees and bushes. The size classification is small and the hazard classification is significant. Investigations to determine various deficiencies of the dam are recommended.
Download or read book Government Reports Announcements Index written by and published by . This book was released on 1985 with total page 1136 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Government Reports Annual Index written by and published by . This book was released on 1985 with total page 1022 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book National Program for Inspection of Non Federal Dams Haskell Pond Dam MA 00155 Massachusetts Coastal Basin Gloucester Massachusetts Phase I Inspection Report written by CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV. and published by . This book was released on 1979 with total page 103 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book National Program for Inspection of Non Federal Dams Whiting Pond Dam MA 00859 Massachusetts Rhode Island Coastal Basin North Attleboro Massachusetts Phase I Inspection Report written by CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV. and published by . This book was released on 1978 with total page 80 pages. Available in PDF, EPUB and Kindle. Book excerpt: Whiting Pond Dam is approximately 600 ft. long, has a maximum height of 9 ft, and includes a 13-ft. long concrete spillway. The dam is in fair condition, based on a visual examination of the structure. Although some deficiencies were noted, there no evidence of settlement, lateral movement or other signs of structural failure or other conditions which would warrant urgent remedial action. The PMF outflow of 4160 cfs (1015 csm) would overtop the spillway platform by about 2.6 ft. and most of the embankment by 1 to 1.5 ft. With the water at the level of the platform, the spillway (without flashboards) can pass 312 cfs which is 7.5 percent of the test flood.
Download or read book National Program for Inspection of Non Federal Dams Lee Pond Dam MA 00891 Massachusetts Coastal Basin Uxbridge Massachusetts Phase I Inspection Program written by CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV. and published by . This book was released on 1981 with total page 92 pages. Available in PDF, EPUB and Kindle. Book excerpt: The Lee Pond Dam consists of an earthen embankment with a natural spillway and a vertical stone masonry wall along two short sections of the downstream face. The embankment has a minimum top width of 15 ft. and a maximum height of 25 ft. The overall length of the dam is 870 ft., including the natural spillway at the right end of the dam which is about 15 ft. wide at normal pool elevation. The outlet works consist of an inoperable sluice gate located about 250 ft. from the left end of the dam. The dam impounds Lee Pond, which is used for recreational purposes. Maximum storage capacity at the top of dam is 220 acre-feet. Based on visual inspection and a review of all available pertinent data, the dam is considered to be in poor condition. Features that could effect the structural integrity of the dam are seepage at the downstream toe of the dam, erosion and slumping of dam slopes, extensive tree growth on the dam slopes and animal burrows on the crest and downstream face. The calculated test flood inflow of about 660 cfs results in a routed outflow of about 650 cfs. The spillway passes 100% of the test flood outflow with a freeboard of about 3 ft.
Download or read book National Program for Inspection of Non Federal Dams Parker Mills Pond Dam MA 00150 Massachusetts Coastal Basin Wareham Massachusetts Phase I Inspection Report written by CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV. and published by . This book was released on 1981 with total page 114 pages. Available in PDF, EPUB and Kindle. Book excerpt: The Parker Mills Pond Dam, Wareham, Mass., is an earthen embankment with vertical, cut-stone masonry walls upstream and downstream, 3/4 of the crest is a bituminous concrete roadway. The embankment has a minimum top width of approximately 10 feet and a maximum height of 19 feet. The overall length of the dam is approximately 400 feet including two spillways. The dam is considered to be in fair condition. A test flood equal to 1/2 the PMF was selected.
Download or read book National Program for Inspection of Non Federal Dams North Reservoir Dam MA 00457 Massachusetts Rhode Island Coastal Basin Winchester Massachusetts Phase I Inspection Report written by CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV. and published by . This book was released on 1979 with total page 74 pages. Available in PDF, EPUB and Kindle. Book excerpt: North Reservoir Dam is an earth embankment approximately 600 ft. long and 27 ft. high. An open channel spillway extends around the right abutment and a 19 ft. wide by 2 ft. high concrete weir is located at the spillway crest. The dam is in fair condition, based on visual examination of the structure. It is considered to be small in size and high in hazard potential.
Download or read book National Program for Inspection of Non Federal Dams Ellis Pond Dam MA 00805 Massachusetts Coastal Basin Norwood Massachusetts Phase I Inspection Report written by CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV. and published by . This book was released on 1979 with total page 127 pages. Available in PDF, EPUB and Kindle. Book excerpt: The dam is an earth dam about 400 ft. long and 16 ft. high. It is small in size with a high hazard potential. Generally, it is in poor condition. Many deficiencies which have been neglected for years were noted. In the event of failure of the dam there is an extent of downstream development that would be seriously affected.
Download or read book National Program for Inspection of Non Federal Dams Foundry Pond Dam MA 00394 Jones River Basin Kingston Massachusetts Phase I Inspection Report written by CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV. and published by . This book was released on 1980 with total page 71 pages. Available in PDF, EPUB and Kindle. Book excerpt: Foundry Pond Dam is an earth embankment about 210 ft. long with a maximum height of about 15 ft. and an irregular crest which has a minimum width of about 18 ft. The dam is considered small in size with a hazard potential of high. The dam appeared to be in fair condition. There are deficiencies which the owner should engage a professional engineer to check out.
Download or read book National Program for Inspection of Non Federal Dams Pillings Pond Dam MA 00239 Coastal Basin Lynnfield Massachusetts Phase I Inspection Report written by CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV. and published by . This book was released on 1978 with total page 50 pages. Available in PDF, EPUB and Kindle. Book excerpt: The dam is a broad, low-earth structure which is integral with a modern, two-lane highway. The dam-highway structure is about 200 feet long and stands about 8 feet above streambed. The dam fall within the small size and significant hazard classification. No loss of human life should be expected if failure of the dam occurs.
Download or read book National Program for Inspection of Non Federal Dams New Pond Dam MA 00779 Massachusetts Coastal Basin Easton Massachusetts Phase I Inspection Report written by CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV. and published by . This book was released on 1981 with total page 95 pages. Available in PDF, EPUB and Kindle. Book excerpt: The dam is about 1100 ft. long with a maximum height of about 14 ft. It is considered to be in fair condition. It is small in size with a significant hazard potential. Technical inspections should be performed every year by a qualified, registered engineer. (Author).
Download or read book National Program for Inspection of Non Federal Dams Birch Pond Dam MA 00237 Coastal Basin Lynn Massachusetts Phase I Inspection Report written by CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV. and published by . This book was released on 1978 with total page 53 pages. Available in PDF, EPUB and Kindle. Book excerpt: The dam is L-shaped, about 80 ft. long and 27 ft. high. The dam is in poor condition. The upstream face is overgrown and eroded, the embankment crest deteriorated and abused by improper usage. It falls within the small size category and in the high hazard category. Failure of the dam would cause a flood through a thickly settled area.
Download or read book National Program for Inspection of Non Federal Dams Fountain Pond Dam MA 00191 Massachusetts Coastal Basin Peabody Massachusetts Phase I Inspection Report written by CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV. and published by . This book was released on 1979 with total page 77 pages. Available in PDF, EPUB and Kindle. Book excerpt: The impounding structure at Fountain Pond is a 400-ft long, 16-ft high earth dam with a stone masonry wall on the downstream slope and an outlet conduit. There are deficiencies which must be corrected to assure the continued performance of this dam. The dam is in poor condition. The dam is small in size and has a significant hazard potential. There are various remedial measures that the owner should hire a professional engineer for.
Download or read book National Program for Inspection of Non Federal Dams Bolivar Pond Dam MA 00807 Neponset River Basin Canton Massachusetts Phase I Inspection Report written by CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV. and published by . This book was released on 1980 with total page 77 pages. Available in PDF, EPUB and Kindle. Book excerpt: Bolivar Pond Dam is an earth embankment approximately 150 feet long. Both the upstream and downstream faces of the dam are vertical stone walls. Bolivar Street, which is approximately 40 feet wide, is located on the crest of the dam. The concrete overflow service spillway is located approximately 250 feet right of the dam. The drop-inlet closed conduit auxiliary spillway is located about 175 feet to the right of the service spillway. The dam appears to be in poor condition. Several indications of structural cracking are apparent on both the upstream wall and the downstream wall which is a wall of the Town of Canton DPW garage. About 5 gpm seepage was noted discharging from the downstream wall inside the Town of Canton garage. The dam does not have a reservoir drain system. The test flood inflow for the facility is approximately 9,410 cfs. The routed test flood outflow of 9.405 cfs overtops the dam by 2.9 feet. The spillway system is able to pass 115 cfs or about 1 percent of the routed test flood outflow without overtopping the dam.
Download or read book National Program for Inspection of Non Federal Dams Singletary Pond Dam MA 00144 Blackstone River Basin Millbury Massachusetts Phase I Inspection Report written by CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV. and published by . This book was released on 1979 with total page 80 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book National Program for Inspection of Non Federal Dams Upper Banjo Pond Dam MA 00185 Massachusetts Coastal Basin Gloucester Massachusetts Phase I Inspection Report written by CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV. and published by . This book was released on 1979 with total page 90 pages. Available in PDF, EPUB and Kindle. Book excerpt: Upper Banjo Pond Dam, Gloucester, Mass., is a concrete slab and buttress dam flanked by earth embankments. The dam is approximately 140 feet long and has a maximum height of 17 feet. The dam is in poor condition and in need of extensive repair work. The dam has been classified in the 'small' size and 'high' hazard categories. A test flood equal to the full PMF was selected.
