Download or read book National Program for Inspection of Non Federal Dams Wrights Pond Dam MA 00454 Massachusetts Coastal Area Medford 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 82 pages. Available in PDF, EPUB and Kindle. Book excerpt: The dam is a 400 ft. long, 25 ft. hydraulic height earth fill embankment structure, with a small concrete outlet structure near the right abutment. Visual inspection indicated the dam to be in generally fair condition. Erosion was observed growing on both the upstream and downstream slopes. The dam has a small size classification and a high hazard potential classification. The owner should institute various remedial measures.

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 Government Reports Announcements Index written by and published by . This book was released on 1985-08 with total page 530 pages. Available in PDF, EPUB and Kindle. Book excerpt:

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 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 Wallace Pond Outlet Dam MA 00162 Massachusetts Coastal Area Gloucester 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 91 pages. Available in PDF, EPUB and Kindle. Book excerpt: Wallace Pond Outlet Dam, Gloucester, Mass., is a 220 + or - feet long earth embankment dam with a hydraulic height of approximately 22 feet. It contains a 15 foot long by 1.6 foot high stone masonry spillway near the left abutment. The dam is in fair condition. The dam has a size classification of small and a hazard potential of high. The test flood chosen would be 1/2 the PMF.

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 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 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 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 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.

Download or read book National Program for Inspection of Non Federal Dams Tihonet Pond Number 2 Dam MA 00030 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 112 pages. Available in PDF, EPUB and Kindle. Book excerpt: The Tihonet Pond No. 2 Dam consists of an earth embankment with a vertical stone masonry wall over a portion of the downstream face. The embankment has a minimum top width of approximately 30 feet, a maximum height of 15 feet, and upstream and downstream slopes that vary from vertical at a downstream cut-stone masonry wall to approximately 2 H to 1 V. The overall length of the dam is approximately 660 ft. Included in this length are two spillway structures located at the left and right ends of the dam. These structures consist of stoplogs in concrete slots emptying into conduits that pass through the dam. 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 wet areas at the downstream toe of the dam, erosion and slumping of dam slopes, extensive tree growth on the dam slopes, movement of the downstream vertical masonry wall. The test flood would overtop this dam by about 0.5 ft., it would also overtop a second dam located on this pond, Tihonet Pond No. 1 Dam, by about 2.5 ft. The crest of this second dam is approximately elevation 40 NGVD. The spillway for this dam would carry about 10% of the Test Flood.

Download or read book National Program for Inspection of Non Federal Dams Snows Mill Pond Dam MA 00878 Merrimack River Basin Fitchburg 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 101 pages. Available in PDF, EPUB and Kindle. Book excerpt: The dam consists of an earth dike, about 250 ft. long on the left bank of the river, and a z-shaped stone masonry spillway about 212 ft. long. The dam itself is generally in good condition. There was no evidence of settlement, lateral movement or other signs of structural failure. It is small in size with a high hazard potential.

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.

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 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.

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.