National Program for Inspection of Non-Federal Dams. Columbia Lake Dam (CT 00520), Thames River Basin, Columbia, Connecticut. Phase I Inspection Report PDF Download
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Author: CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV.
Publisher:
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Category :
Languages : en
Pages : 111
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Book Description
Columbia Lake Dam is an earth dam which was constructed in 1865. The dam has a maximum height of 28.0 ft. and is approximately 295.0 ft. long (including spillway). The embankment slopes are approximately 2.5 H : 1.O V. The crest and downstream slope are grassed and the upstream face is riprapped above water level and to a depth of 3.0 ft. below water surface. The spillway is located on the extreme left abutment of the embankment and is a curved converging type contained between vertical rubble masonry walls. Based on existing information, this dam is considered to be in poor condition. There are several visible signs of distress which indicate a potential hazard at this site: undermining and erosion beneath the spillway bed, deterioration of the outlet gate to the point where its operation is difficult and unreliable, erosion holes adjacent to the operating mechanism which may indicate leakage or seepage along the outlet conduit, emerging seepage along the downstream toe of the dam, dislodged stonework and obstructed downstream spillway channel and a general lack of proper, regular maintenance. A spillway design test flood outflow of 1418 cfs (one-half of the probable maximum flood) will overtop the dam by approximately 0.93 ft.
Author: CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV.
Publisher:
ISBN:
Category :
Languages : en
Pages : 111
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Book Description
Columbia Lake Dam is an earth dam which was constructed in 1865. The dam has a maximum height of 28.0 ft. and is approximately 295.0 ft. long (including spillway). The embankment slopes are approximately 2.5 H : 1.O V. The crest and downstream slope are grassed and the upstream face is riprapped above water level and to a depth of 3.0 ft. below water surface. The spillway is located on the extreme left abutment of the embankment and is a curved converging type contained between vertical rubble masonry walls. Based on existing information, this dam is considered to be in poor condition. There are several visible signs of distress which indicate a potential hazard at this site: undermining and erosion beneath the spillway bed, deterioration of the outlet gate to the point where its operation is difficult and unreliable, erosion holes adjacent to the operating mechanism which may indicate leakage or seepage along the outlet conduit, emerging seepage along the downstream toe of the dam, dislodged stonework and obstructed downstream spillway channel and a general lack of proper, regular maintenance. A spillway design test flood outflow of 1418 cfs (one-half of the probable maximum flood) will overtop the dam by approximately 0.93 ft.
Author: CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV.
Publisher:
ISBN:
Category :
Languages : en
Pages : 110
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The dam consists of a concrete principal spillway, embankments to the right and left of this spillway and an emergency spillway near the right end of the dam. The principal spillway is a concrete chute with weir-boards at the upstream end and the emergency spillway is an unlined channel cut into the right end of the embankment. A swale, which will overflow to the toe of the dam at approximately the same elevation as the auxiliary spillway, exists at the left end of the dam. There is no low-level outlet at the dam. Based upon the visual inspection at the site and past performance, the dam appears to be in fair condition with items which require repair, maintenance and monitoring. These include spalling of the concrete walls at the principal spillway, seepage through the embankments, trees and brush on the embankments and in the emergency spillway, erosion of the upstream slopes, extending the embankment to fill the swale at left end of the dam, and debris and overhanging brush in the spillway discharge channels. The total spillway capacity at the same pool level is 820 cfs, which is greater than 100% of the routed test flood outflow.
Author: CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV.
Publisher:
ISBN:
Category :
Languages : en
Pages : 114
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Lower Bolton Lake Dam is an earth embankment 880 ft. long with a maximum height of 18.5 ft., and a concrete spillway 200 ft. long at the left abutment. The outlet is a 15 in. dia. cast iron pipe at stream level with a valve on the upstream end. Maximum storage capacity is about 2,325 acre-ft. Upper Bolton Lake Dam about 2/3 mi. upstream is generally similar. Both lakes, which have a normal difference in elevation of 7 ft., are used for recreational purposes. The total drainage area is about 3.9 sq. mi., of which about 3.1 sq. mi. drains into Upper Bolton Lake. The nineteenth century dam was breached in two places during a hurricane in 1938. Reconstructed in 1940-41 by the W.P.A., the dam failed again in 1941. During the next three years, a series of repair and reconstruction operations were undertaken by various contractors. No plans were recovered for any of this work. The dam is in fair condition, based on visual inspection. The spillway is adequate to pass the test flood without overtopping the dam. Cracks in the spillway concrete slabs were noted. The downstream slope and discharge channel are considerably overgrown. The 15 in. dia. outlet pipe is too small to have any significant effect during a flood event.
Author: CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV.
Publisher:
ISBN:
Category :
Languages : en
Pages : 87
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Oxoboxo Lake Dam is an earth dam with vertical masonry facing. The dam has a maximum height of 26.0 feet and is approximately 166.0 feet long, including the spillway. The top of the embankment has a typical width of 45.0 feet with a grassed surface. The spillway is located on the right abutment of the dam and is a broad crested overflow section with vertical masonry training walls. Due to its age, Oxoboxo Lake Dam was neither designed nor constructed by approved state of the art methods. Based on the visual inspection at the site, the lack of engineering data available and no operational or maintenance evidence, there are areas of concern which must be corrected to assure the long term performance of this dam. This dam is considered to be in fair condition. There are several visible signs of distress which indicate a potential hazard at this site: seepage at the left abutment interface, outlet conduit within the dam itself and along the spillway training walls, in-operable low-level spillway gates, damaged trash screen at the outlet works, obstructed downstream channels and a general lack of proper and regular maintenance. A spillway design test flood outflow of 2228 C.F.S. (one-half of the probable maximum flood) will overtop the dam by approximately 2.66 feet.
Author: CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV.
Publisher:
ISBN:
Category :
Languages : en
Pages : 102
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The dam, substantially completed in 1957 and certificate of approval dated April 27, 1972, consists of an earth embankment with a concrete corewall and a concrete spillway. The embankment is 580 feet long, has a maximum storage capacity of 185 acre-feet, and is 22 feet in height above the streambed of Diamond Ledge Brook at the toe of the dam. The top of the dam (elevation 21.0) is 20 feet wide and 6 feet above the spillway crest. The upstream slope and top of the dam have a sod cover except at the left end where there is a sandy beach area. The spillway consists of a 10 foot long and 3 foot wide broad-crested concrete weir and a rectangular chute (fish ladder) which extends 65 feet to the toe of the dam. The low-level outlet facility is an 8 inch corrugated metal pipe which is encased in concrete and located to the left of the spillway and gated at the downstream slope. Based upon the visual inspection at the site and past performance of the dam, the project is judged to be in fair condition. There are items requiring maintenance and monitoring such as seepage along the toe of the dam, cracking along the joints of the spillway chute, and the lack of proper slope protection. Also, the fill being dumped along the downstream slope should be graded to a lesser slope and slope protection placed. The spillway capacity with the lake level to the top of the dam is 440 cfs, which is 81% of the routed test flood outflow.
Author: CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV.
Publisher:
ISBN:
Category :
Languages : en
Pages : 103
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Andover Lake Dam is an earth embankment dam with a concrete parapet wall along most of its crest. The dam is about 454 ft. long and 20 ft. high. To the right of the dam the reservoir rim has a saddle whose low point is 1.25 ft. below the level of the parapet. A 39 ft. wide concrete spillway with a 7 ft. wide stop-log notch is located about 50 ft. from the left abutment. A 24 in. dia. outlet pipe through the embankment is controlled by a gate valve, which at the time of the inspection was completely submerged. The dam is judged to be in generally fair condition. At the time of the inspection vegetative growth had invaded the embankment, there were cracks in the abutment walls of the spillway, and the spillway's discharge channel was encroaching on the toe of the dam embankment for a distance of about 150 ft. The discharge channel for the low level outlet was in need of repair and had an area of persistent seepage. The top of the embankment was lower than the top of the concrete parapet wall. There was some displacement of riprap on the upstream slope and areas of local erosion on the downstream slope. The spillway can pass about 280 cfs or about 9 percent of the routed test flood outflow without overtopping the low point near the right abutment.
Author: CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV.
Publisher:
ISBN:
Category :
Languages : en
Pages : 85
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North Grosvenordale Pond Dam is a composite masonry and earth dam consisting of two downstream stepped, ashlar faced masonry overflow sections, a granite block and earth fill right abutment and an earth fill right abutment and and earthfill dike on the left abutment. The entire length of the dam is about 2,400 ft. It is a run-of-the-river dam which once served the industrial needs of the downstream mill. Outflows through the millrace are now used for fire protection of the mill. North Grosvenordale Pond is about 1.5 miles long and has a surface area at spillway level of about 60 acres. The drainage area above the dam is about 99 sq. mi. and the maximum storage to the top of the dam is estimated at about 840 acre-ft. The dam is judged to be in generally fair condition. At the time of the inspections, water was flowing over the right spillway, so that it was not possible to observe the condition of the downstream ashlar face, or to determine whether there is any erosion at the toe of the spillways. The crest of the left spillway is higher than the right spillway. The difference is less than 6 in. The sluiceway through the left spillway is inoperative. Some of the left spillway stones have been dislodged and displaces. Several joints in the training walls are in need of repointing. The bridges over the spillways are in a deteriorating condition. Tree and brush growth is abundant along the left abutment dike. The spillways are not adequate to pass the 1/2 PMP test flood of 25,400 cfs without overtopping the non-overflow sections of the dam. The test flood would overtop the dike by about 2.2 ft. The spillway can pass 4,950 cfs or about 20 percent of the test flood without overtopping the dike.
Author: CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV.
Publisher:
ISBN:
Category :
Languages : en
Pages : 108
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Book Description
The dam, constructed in 1964 and 1965 to replace an earlier dam which failed in 1963 is an earth embankment approximately 435 feet in length with an emergency spillway at its right end. It is approximately 30.5 feet in height and has a maximum design storage of approximately 235 acre-feet. The principal spillway is a drop inlet structure. The dike, built the same time as the dam is approximately 740 feet in length and 18.5 feet in height. The upstream slope is protected by riprap to approximately 3 feet above the normal pool and grassed to the top of the slope. There is a paved roadway along the top of the dike embankment and the downstream slope is grassed and contains a toe drain. Based upon the visual inspection and past performance, the project, is judged to be in good condition. No evidence of instability of either the dam or dike was observed. Peak inflow to the pond at PMF is 780 cubic feet per second (cfs); peak outflow is 490 cfs with the dam and dike maintaining 3.0 feet of freeboard. The combined spillway capacity to the top of the project is 1142 cfs, which is equivalent to 230% of the routed test flood outflow.
Author: CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV.
Publisher:
ISBN:
Category :
Languages : en
Pages : 65
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The Yantic River Dam is an earth embankment with a gravity overflow section. They have a combined length of approximately 323 feet and a maximum height of 18.2 feet. A spillway is located on the northern side of the dam and is approximately 128 feet long. The concrete and masonry spillway is 4 feet lower than the top of the dam. A gate structure and sluiceway near the northern end of the dam supplies water to a downstream factory. There is a 24 inch low-level discharge pipe that passes through the base of the dam at the southern end of the spillway. The pipe is controlled by a gate on the upstream side of the dam and this gate is operable. The drainage area is 39.4 square miles and the reservoir has approximately 77 acre-feet of storage capacity. The assessment of the dam is based on available information, visual inspection and hydraulic/hydrologic computations. The dam is judged to be in FAIR condition with several areas that require attention. These areas include: seepage through the earth embankment and the northern spillway training wall, settlement behind the spillway training wall, cracking and spalling of the sluiceway gate structure and brush and trees on the embankments and along the toe of the dam. The spillway capacity at the top of dam is 2,700 cfs or 44 percent of the test flood outflow. The test flood outflow will overtop the dam by approximately 2 feet.
Author: CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV.
Publisher:
ISBN:
Category :
Languages : en
Pages : 70
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Book Description
Gardner Lake Dam is an earth embankment with a shallow concrete wall that extends nearly across the full length of the upstream face. The dam is about 168 ft. long and is about 9.6 ft. high. The dam has two concrete spillways. The regulating outlet is controlled by a 3 ft. square sluice gate. The dam is judged to be in fair condition. There was no evidence of seepage and the dam appeared to be generally well maintained. There are cracks in the concrete approach training walls of the service spillway, and the embankment just right of the right training wall showed signs of settlement. Voids were also evident adjacent to both approach training walls. The combined auxiliary spillway and outlet structure, reconstructed in 1969, was found to be in good condition, but there appeared to be erosion of the earth embankment immediately down stream of the structure. Brush growth was noted on a small berm along the rim of the reservoir to the left of the dam and in the discharge channel of the auxiliary spillway. There was on lare elm tree on the dam embankment. The routed test flood outflow of 1,000 cfs overtops the non-overflow sections of the dam by 1.15 ft. The spillways can pass 235 cfs or about 34 percent of the routed test flood outflow without overtopping the dam.
