National Program for Inspection of Non-Federal Dams. Rising Paper Company Dam MA 00250, Housatonic River Basin, Great Barrington, Massachusetts. Phase I Inspection Report PDF Download
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Author: CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV.
Publisher:
ISBN:
Category :
Languages : en
Pages : 106
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Book Description
This dam is about 450 ft. long including the spillway and has a maximum height of about 36.5 feet. The facility is considered to be in fair condition. This classification is based on steep slopes and some erosion at both the upstream and downstream faces of the earth embankments. The size is small and the hazard potential is significant. Investigations are recommended to determine the stability of the embankment.
Author: CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV.
Publisher:
ISBN:
Category :
Languages : en
Pages : 106
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Book Description
This dam is about 450 ft. long including the spillway and has a maximum height of about 36.5 feet. The facility is considered to be in fair condition. This classification is based on steep slopes and some erosion at both the upstream and downstream faces of the earth embankments. The size is small and the hazard potential is significant. Investigations are recommended to determine the stability of the embankment.
Author: CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV.
Publisher:
ISBN:
Category :
Languages : en
Pages : 77
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Book Description
Long Pond Dam is located on Long Pond Brook about two (2.0) miles above Green River, a tributary of the Housatonic River in Great Barrington, Massachusetts. The dam is an earth embankment about 240 feet long with a vertical concrete core wall and a height of 15.4 feet, and maximum storage capacity at top of dam of about 700 acre feet. A concrete spillway with a crest length of 9.6 feet and a road bridge overhead is located in the right abutment; an 8-inch cast iron pipe drain near the center of the dam; one 10-inch cast iron water supply intake left of the dam center, and a second 14-inch cast iron water supply intake passes the left abutment. Water treatment facilities are located downstream of the left end of the dam. The pipe outlets are controlled by gate valves. The dam is in FAIR condition. The embankment is stable with no visible leakage. The dam top is not a uniform elevation and a few protective stones on the upstream face have fallen into the reservoir. Trees and shrubs are growing in the downstream slope of the dam. The spillway is in fair condition, but a stop log has been used to raise reservoir level for water works purposes and the approach channel retaining wall is tilting into the channel. The spillway and dam are adequate for 100 year frequency (1% probability) storm runoff though there would be little freeboard protection against wave action. A storm runoff of half probable maximum flood would raise the reservoir to about 0.9 feet above the top of the dam, assuming that the dam remained.
Author:
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ISBN:
Category : Research
Languages : en
Pages : 1016
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Book Description
Sections 1-2. Keyword Index.--Section 3. Personal author index.--Section 4. Corporate author index.-- Section 5. Contract/grant number index, NTIS order/report number index 1-E.--Section 6. NTIS order/report number index F-Z.
Author: CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV.
Publisher:
ISBN:
Category :
Languages : en
Pages : 72
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Book Description
The dam is an earthen dam about 610 ft. long and 56 ft. high. The dam is in good condition. Some seepage was observed. The dam is intermediate in size and had a hazard classification of high. An investigation is recommended to determine the source(s) and extent of seepage occuring at the downstream toe.
Author:
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ISBN:
Category : Science
Languages : en
Pages : 1250
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Book Description
Author:
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ISBN:
Category : Government reports announcements & index
Languages : en
Pages : 976
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Book Description
Author: CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV.
Publisher:
ISBN:
Category :
Languages : en
Pages : 88
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Book Description
The dam is a concrete gravity dam 750 ft. long and about 105 ft. high. The dam is in poor condition. It is large in size and has a high hazard potential. Failure of the dam will pose a serious threat to two houses and two water supply structures, as well as access to the road to the dam.
Author: CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV.
Publisher:
ISBN:
Category :
Languages : en
Pages : 97
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Book Description
The dike, an earth embankment, was found to be in good condition. The dike is intermediate in size and its hazard potential is high. Because of this, the test flood for the dam is the Probable Maximum Flood.
Author: CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV.
Publisher:
ISBN:
Category :
Languages : en
Pages : 106
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Book Description
The dam is a 600 foot long earthfill dam which has a maximum height of 31.1 feet. There are minor deficiencies that must be corrected but generally the dam is in good condition. The dam is intermediate in size and has a high hazard potential. The owner should employ a professional engineer to install an underdrain system and monitor seepage at the downstream toe of the dam.
Author: CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV.
Publisher:
ISBN:
Category :
Languages : en
Pages : 124
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Book Description
The dam is an earth embarkment 1145 ft. long and 44 ft. high at the downstream toe with a drop inlet service spillway structure and a 30 inch outlet conduit. The size of the dam is intermediate and the hazard potential is high. The dam was found to be in fair condtion. The drainage area of the dam is 1.3 square miles and is made up of primarily of rolling hill woodland.
