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National Program For Inspection Of Non Federal Dams Norton Reservoir Dam Ma 00815 Coastal Basin Norton Massachusetts Phase I Inspection Report
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Book Synopsis National Program for Inspection of Non-Federal Dams. Norton Reservoir Dam (MA 00815), Coastal Basin, Norton, Massachusetts. Phase I Inspection Report by : CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV.
Download or read book National Program for Inspection of Non-Federal Dams. Norton Reservoir Dam (MA 00815), Coastal Basin, Norton, 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 54 pages. Available in PDF, EPUB and Kindle. Book excerpt: The complex spillway is 77 ft. long and stands 12 ft. above stream bed at its lowest point. There are several houses close to the water's edge and in the watercourse downstream of the dam. The structure appears to be in fair condition, as is the left abutment and gatehouse. Owing to the impoundment storage, the dam falls within the intermediate size category. The hazard potential is significant. A failure of the dam coincident with full spillway discharge could result in a flow of about 7000 cfs. (Author).
Book Synopsis National Program for Inspection of Non-Federal Dams. Haskell Pond Dam (MA 00155), Massachusetts Coastal Basin, Gloucester, Massachusetts. Phase I Inspection Report by : CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV.
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:
Book Synopsis National Program for Inspection of Non-Federal Dams. Lynn Reservoir Dam (MA 01285), Massachusetts/Rhode Island Coastal Basin, Lynn, Massachusetts. Phase I Inspection Report by : CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV.
Download or read book National Program for Inspection of Non-Federal Dams. Lynn Reservoir Dam (MA 01285), Massachusetts/Rhode Island 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 1981 with total page 60 pages. Available in PDF, EPUB and Kindle. Book excerpt: The Lynn Reservoir Dam, owned and operated by the City of Lynn, is an earthen embankment structure located in the central portion of Lynn, Massachusetts. The dam has a hydraulic height of 10 feet and is 1,920 feet long. The top width is 18 feet. As a result of the visual inspection and the review of available data, the Lynn Reservoir Dam is considered to be in poor condition. Major concerns are: deterioration of the concrete foundation of the outlet works building, badly corroded and perforated structural members of the outlet works control bridge; deterioration of the outlet works abutments, and apparent erosion on the downstream slope of the dam. The test flood pool would rise to within 0.6 feet of the embankment crest.
Book Synopsis National Program for Inspection of Non-Federal Dams. Babson Reservoir Dam (MA 00187), Massachusetts-Rhode Island Coastal Basin, Gloucester, Massachusetts. Phase I Inspection Report by : CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV.
Download or read book National Program for Inspection of Non-Federal Dams. Babson Reservoir Dam (MA 00187), Massachusetts-Rhode Island 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 1978 with total page 87 pages. Available in PDF, EPUB and Kindle. Book excerpt: The dam consists of an earth embankment approximately 630 ft. long and 40 ft. high with an ungated spillway about 40 ft. long at the center of the structure. The only outlet is a 24-in. pipe from a gate house intake located in the upstream slope. Based on a visual examination of the structure, the earth embankment and spillway are in good to fair condition. There was no evidence of settlement, lateral movement or other signs of structural failure or other conditions which would warrant urgent remedial treatment. The spillway has a capacity of 1790 cfs with flashboards removed and can pass the PMF outflow of 1530 cfs (750 csm) with the water level 0.6 ft. below the top of the concrete core wall.
Book Synopsis National Program for Inspection of Non-Federal Dams. Norton Pond Dam (VT 00198), St. Francis River Basin, Norton, Vermont. Phase I Inspection Report by : CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV.
Download or read book National Program for Inspection of Non-Federal Dams. Norton Pond Dam (VT 00198), St. Francis River Basin, Norton, Vermont. 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 98 pages. Available in PDF, EPUB and Kindle. Book excerpt: The dam is a 1200 ft. long, 13 ft. high earth embankment dam. The dam is in poor condition. The dam is intermediate in size with a significant hazard potential. There are various remedial measures and recommendations which should be undertaken by the owner.
Book Synopsis National Program for Inspection of Non-Federal Dams. North Reservoir Dam (MA 00457) Massachusetts-Rhode Island Coastal Basin, Winchester, Massachusetts. Phase I Inspection Report by : CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV.
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.
Book Synopsis National Program for Inspection of Non-Federal Dams. Chartley Pond Dam (MA 00814), Taunton River Basin, Norton, Massachusetts. Phase I Inspection Report by : CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV.
Download or read book National Program for Inspection of Non-Federal Dams. Chartley Pond Dam (MA 00814), Taunton River Basin, Norton, 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 65 pages. Available in PDF, EPUB and Kindle. Book excerpt: Chartley Pond Dam is a 200-foot long 10-foot high earthfill dam built in the 1800's. A two-lane paved roadway is the crest of the dam while the downstream face includes a concrete wall and portions of the foundations for two structures. The embankment is in good condition but minor maintenance is required. Water discharges through a small outlet controlled by stop logs. An outlet at the dam for a water wheel is blocked and abandoned. An outlet controlled by removable stop logs functions as the spillway for the dam. Hydraulic analyses indicate that the outlet can discharge a flow of 1;70 cfs before overtopping the dam at El 105.6. This discharge represents 14 percent of the outflow test flood test flood discharge of 1,230 cfs. The outflow test flood which crests at EL 107.3 will overtop the dam by 1.7 feet. Draining the pond to El 96.5 prior to the outflow test flood will not appreciably reduce the amount of overtoping. The outlet cannot pass the test flood even with all stop logs removed, and overtopping of 1.2 feet will occur.
Book Synopsis National Program for Inspection of Non-Federal Dams. Reservoir Number One (MA 00337) Merrimack River Basin. Framingham, Massachusetts. Phase I Inspection Report by : CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV.
Download or read book National Program for Inspection of Non-Federal Dams. Reservoir Number One (MA 00337) Merrimack River Basin. Framingham, 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 85 pages. Available in PDF, EPUB and Kindle. Book excerpt: Total length of the dam is about 800 ft. with a height of about 22 ft. Although there were some minor deficiencies noted the dam is considered to be in good condition. It is intermediate in size with a hazard potential of high.
Book Synopsis National Program for Inspection of Non-Federal Dams, Ellis Pond Dam (MA 00805), Massachusetts Coastal Basin, Norwood, Massachusetts. Phase I Inspection Report by : CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV.
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.
Book Synopsis National Program for Inspection on Non-Federal Dams. Arlington Reservoir Dam (MA 00771), Massachusetts Coastal Basin, Arlington - Lexington, Massachusetts. Phase I Inspection Report by : CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV.
Download or read book National Program for Inspection on Non-Federal Dams. Arlington Reservoir Dam (MA 00771), Massachusetts Coastal Basin, Arlington - Lexington, 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 98 pages. Available in PDF, EPUB and Kindle. Book excerpt: The Arlington Reservoir Dam is an earth embankment with a concrete and rubble masonry overflow spillway (emergency spillway) located near the center of the dam. A concrete sluiceway (principal spillway), located approximately 20 ft, to the left of the emergency spillway, consists of a 9 ft. wide crest gate flowing to a 5 ft. diameter concrete pipe which outlets into Mill Brook. A low level outlet consists of a pipe of approximately 12 inches in diameter controlled by a gate valve which is located in a chamber at the downstream slope of the dam 800 ft, to the left of the sluiceway. The embankment has a minimum top width of approximately 20 feet, a maximum height of 14 feet and upstream and downstream slopes a minimum 1.5 H to 1 V. The overall length of the dam is approximately 1770 ft. 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 include erosion and slumping of dam slopes, extensive tree growth on the dam clopes, deterioration of emergency spillway discharge channel, deterioration of the gate chamber for the low level outlet. The calculated Test Flood outflow from the reservior was 850 cfs. The Test Flood would overtop the dam by approximately 0.9 feet. About 600 cfs or 70% of the Test Flood outflow would be carried by the sluiceway and the emergency spillway.
Book Synopsis National Program for Inspection of Non-Federal Dams. Blue Hills Reservoir (MA 00826), Massachusetts/Rhode Island Coastal Basin, Quincy, Massachusetts. Phase I Inspection Report by : CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV.
Download or read book National Program for Inspection of Non-Federal Dams. Blue Hills Reservoir (MA 00826), Massachusetts/Rhode Island Coastal Basin, Quincy, 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 85 pages. Available in PDF, EPUB and Kindle. Book excerpt: The dam is a 2200 ft. long rockfill dam with a hydraulic height of 16 ft. It is considered to be in fair condition. It is small in size with a hazard potential of high. The test flood range for this dam equals the one half Probable Maximum Flood to full PMF. It is recommended that the MDC engage a qualified engineer to investigate various deficiencies. (Author).
Book Synopsis National Program for Inspection of Non-Federal Dams. Flat River Reservoir Dam (RI 00601), Massachusetts/Rhode Island Coastal Basin, Cranston, Rhode Island. Phase I Inspection Report by : CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV.
Download or read book National Program for Inspection of Non-Federal Dams. Flat River Reservoir Dam (RI 00601), Massachusetts/Rhode Island Coastal Basin, Cranston, Rhode Island. 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 112 pages. Available in PDF, EPUB and Kindle. Book excerpt: The dam is comprised of two earth embankments separated by a section of higher natural ground. It is 24 ft. high and 750 ft. long. The dam is considered to be intermediate in size with a high hazard potential. It is in very poor condition due to serious seepage problems which could lead to piping failure. There are various recommendations which should be undertaken by the owner.
Book Synopsis National Program for Inspection of Non-Federal Dams. Fernwood Lake East Dam (MA 01336), Fernwood Lake West Dam (MA 01337), Massachusetts Coastal Basin, Glouchester, Massachusetts. Phase I Inspection Report by : CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV.
Download or read book National Program for Inspection of Non-Federal Dams. Fernwood Lake East Dam (MA 01336), Fernwood Lake West Dam (MA 01337), Massachusetts Coastal Basin, Glouchester, 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 117 pages. Available in PDF, EPUB and Kindle. Book excerpt: Fernwood Lake is impounded by three separate earth embankment dams believed to have been built in 1877. (There is also a 325 ft. long South Dike separating a portion of the south end of the lake; however, it has a low hazard potential and thus was excluded from inspection.) East Dam is approximately 100 ft. long and has a maximum height of 5 ft. Its 8-in diameter outlet pipe has been blocked. West Dam is approximately 400 ft. in length and a maximum of 11 ft. in height. It has a 14-in. diameter low-level outlet. The main dam at the north end of the lake is 450 ft. in length, 19 ft. in height and has a 19 ft. long spillway crest. The main Fernwood Lake (North) Dam - MA 00184 was the subject of a previous Phase I Inspection Report dated April 1979. The East and West dams are both in poor condition, based on visual examination of the structures. Hydraulic analyses indicate that the test flood outflow of 370 cfs (inflow 475 cfs or 913 csm) would overtop East Dam by 0.5 ft. and that a freeboard of 1.5 ft. would remain at West Dam. (A freeboard of 1.6 ft. would remain at North Dam and South Dike would be overtopped by 0.3 ft.) With the water level at the top of East Dam, the spillway capacity at North Dam with flashboards in place is about 80 cfs or 22 percent of the peak test flood outflow.
Book Synopsis 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 by : CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV.
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.
Book Synopsis National Program for Inspection of Non-Federal Dams. West Pond Outlet (MA 00186), Massachusetts Coastal Basin, Gloucester, Massachusetts. Phase I Inspection Report by : CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV.
Download or read book National Program for Inspection of Non-Federal Dams. West Pond Outlet (MA 00186), 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 67 pages. Available in PDF, EPUB and Kindle. Book excerpt: The impounding structure at West Pond is a 123-foot long, 12-foot high earthfill dam with an overflow spillway at the east abutment. The spillway is located at the east abutment of the dam and consists of a notched ungated concrete weir with an overall length of 16 feet. The low point on the top of the dam is lower than the unnotched portion of the spillway. Based on the visual inspection of the site and a review of the limited data available on the dam, the dam is considered to be in poor condition and is in need of extensive repair work. The following deficiencies were observed at the site: moderate seepage below the toe of the dam; severe erosion of the upstream slope exposing the core wall; erosion of the top and downstream slope of the dam, localized buldging along the downstream slope; lack of a low level outlet; separation of the training walls from the spillway; seepage around and beneath the spillway; brush, timber, and debris in the discharge channel; and trees and vegetation growing on the slopes of the dam. The peak test flood outflow of 107 cfs will overtop the dam by a maximum of 1.3 feet. The spillway can discharge only 1.1 percent of the test flood before the dam is overtopped.
Book Synopsis National Program for Inspection of Non-Federal Dams. Foss Reservoir Dam (MA 00339), Merrimack River Basin, Framingham, Massachusetts. Phase I Inspection Report by : CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV.
Download or read book National Program for Inspection of Non-Federal Dams. Foss Reservoir Dam (MA 00339), Merrimack River Basin, Framingham, 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 80 pages. Available in PDF, EPUB and Kindle. Book excerpt: Foss Reservoir Dam is a 1640 foot earthfill dam with a maximum height of 29 feet. Although the dam is in good condition, the spillway will not pass the peak test flood outflow without overtopping the dam. The dam has been classified in the intermediate size and high hazard categories. It is recommended that the owner employ a registered professional engineer to conduct a more detailed hydraulic and hydrological study.
Book Synopsis National Program for Inspection of Non-Federal Dams. Cleveland Brook Reservoir (Dam MA 00225), Housatonic River Basin, Hinsdale, Massachusetts. Phase I Inspection Report by : CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV.
Download or read book National Program for Inspection of Non-Federal Dams. Cleveland Brook Reservoir (Dam MA 00225), Housatonic River Basin, Hinsdale, 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 132 pages. Available in PDF, EPUB and Kindle. Book excerpt:
