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Book National Program for Inspection of Non Federal Dams  Pisgah Reservoir Dam  NH 00301   State Number 255 11  Connecticut River Basin  Winchester  New Hampshire  Phase I Inspection Report

Download or read book National Program for Inspection of Non Federal Dams Pisgah Reservoir Dam NH 00301 State Number 255 11 Connecticut River Basin Winchester New Hampshire 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 92 pages. Available in PDF, EPUB and Kindle. Book excerpt: The stone masonry dam with upstream earthfill has a hydraulic height of 30 ft. and is 90 ft. long. The dam is in poor condition. There are some major concerns which should be implemented. The dam is small in size with a significant hazard potential. The test flood is 1/2 the PMF. A major breach at top of dam probably would not result in the loss of lives, but could cause appreciable property damage.

Book National Program for Inspection of Non Federal Dams  Robertson Dam  NH 00276   NHWRB Number 255 02  Connecticut River Basin  Winchester  New Hampshire  Phase I Inspection Report

Download or read book National Program for Inspection of Non Federal Dams Robertson Dam NH 00276 NHWRB Number 255 02 Connecticut River Basin Winchester New Hampshire 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 90 pages. Available in PDF, EPUB and Kindle. Book excerpt: The dam is a run-of-the-river dam consisting of a rock filled timber crib overflow section capped with a 10 inch thick concrete slab. It is 150 ft. long with a maximum height of 17 ft. The maximum storage capacity at top of dam is 112 acre ft. The dam is considered to be in poor condition. The dam is small in size with a significant hazard potential. (Author).

Book National Program for Inspection of Non Federal Dams  Upper Reservoir Dam  NH 00049   NHWRB Number 108 06  Connecticut River Basin  Hanover  New Hampshire  Phase I Inspection Report

Download or read book National Program for Inspection of Non Federal Dams Upper Reservoir Dam NH 00049 NHWRB Number 108 06 Connecticut River Basin Hanover New Hampshire 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 75 pages. Available in PDF, EPUB and Kindle. Book excerpt: Upper Reservoir Dam is a earthen structure with an overall length of 1340 ft. The dam has a height of 30 ft. as measured from the streambed to the crest of the dam. The top width is 9 ft. The upstream face is on a 2.25 horizontal to 1 vertical slope and the downstream slope is 2 horizontal to 1 vertical. The spillway consists of a 25 ft. long crest, concrete weir with training walls, which outlets to a 10 ft. wide stone wall channel. The dam is considered to be in good condition. It is small in size with a significant hazard potential. Keywords include: Visual inspection, Dam safety.

Book National Program for Inspection of Non Federal Dams  Rice Reservoir Dam  NH 00141   State Number 47 14  Connecticut River Basin  Claremont  New Hampshire  Phase I Inspection Report

Download or read book National Program for Inspection of Non Federal Dams Rice Reservoir Dam NH 00141 State Number 47 14 Connecticut River Basin Claremont New Hampshire 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 84 pages. Available in PDF, EPUB and Kindle. Book excerpt: Rice Reservoir Dam has a hydraulic height of 48 ft., is 12 ft. wide, and is 980 ft. kong, It is earthen embankment dam, having a reinforced concrete core and a small chute-type spillway. The dam is in fair condition. It is intermediate in size with a significant hazard potential. Keywords include: Visual inspection, Dam safety, Connecticut River Basin, Claremont, New Hampshire, and Stevens Brook.

Book National Program for Inspection of Non Federal Dams  Dole Reservoir Dam   Dike  NH 00143      NH 00483   NHWRB Number 47 17  Connecticut River Basin  Claremont  New Hampshire  Phase I Inspection Report

Download or read book National Program for Inspection of Non Federal Dams Dole Reservoir Dam Dike NH 00143 NH 00483 NHWRB Number 47 17 Connecticut River Basin Claremont New Hampshire 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: The dam is a concrete buttress structure with extensive earthfill at the downstream face. It is 526 ft. high and 43 ft high. The dam is considered to be in poor condition and the dike is considered to be in fair condition. Major soft, wet area with active seepage discharge at the downstream toe of the dam near the right abutment is among major concerns. It is intermediate in size with a high hazard potential.

Book National Program for Inspection of Non Federal Dams  Minnewawa Dam  NH 00104  NHWRB 151 06   Connecticut  River Basin  Marlborough  New Hampshire  Phase I Inspection Report

Download or read book National Program for Inspection of Non Federal Dams Minnewawa Dam NH 00104 NHWRB 151 06 Connecticut River Basin Marlborough New Hampshire 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 88 pages. Available in PDF, EPUB and Kindle. Book excerpt: Based on the visual inspection, available records and past performance, the dam is considered to be in fair condition. Based on size and hazard classifications in accordance with Corps guidelines, the test flood is the PMF. In addition to long term recommendations, there are several remedial measures which should be implemented immediately.

Book National Program for Inspection of Non Federal Dams  Fitch Reservoir Dam  NH 00142   Connecticut River Basin  Claremont  New Hampshire  Phase I Inspection Report

Download or read book National Program for Inspection of Non Federal Dams Fitch Reservoir Dam NH 00142 Connecticut River Basin Claremont New Hampshire 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 100 pages. Available in PDF, EPUB and Kindle. Book excerpt: The dam is an earth embankment, about 300 ft. long and 40 ft. high, with a 6 ft. wide channel spillway. Lives in the houses would be threatened by a dam failure. It is intermediate in size with a high hazard category. The test flood for the dam is the PMF. The dam is in fair condition at the present time. Further investigations are recommended to evaluate the adequacy of the spillway and the stability of the downstream slope. (Author).

Book National Program for Inspection of Non Federal Dams  Lower Reservoir Dam  NH 00048   NHWRB Number 108 05  Connecticut River Basin  Hanover  New Hampshire  Phase I Inspection Report

Download or read book National Program for Inspection of Non Federal Dams Lower Reservoir Dam NH 00048 NHWRB Number 108 05 Connecticut River Basin Hanover New Hampshire 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 82 pages. Available in PDF, EPUB and Kindle. Book excerpt: The dam is an earthen structure with an overall length of 1023 ft. and a maximum height of 33 ft. The dam is considered to be in poor condition. Seepage was noted both under the stone arch bridge and at the joint of the spillway weir and spillway apron slab. It is small in size with a hazard potential of significant.

Book National Program for Inspection of Non Federal Dams  Seaver Reservoir Dam  NH 00094   State Number 109 11  Connecticut River Basin  Harrisville  New Hampshire  Phase I Inspection Report

Download or read book National Program for Inspection of Non Federal Dams Seaver Reservoir Dam NH 00094 State Number 109 11 Connecticut River Basin Harrisville New Hampshire 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 100 pages. Available in PDF, EPUB and Kindle. Book excerpt: The dam has a hydraulic height of 28 ft. and is 325 ft. long. It is an earthfill embankment with a vertical 4 ft. square concrete drop inlet spillway which discharges reinforced concrete pipe outlet. The dam is in very poor condition. There are various major concerns which must be corrected. The dam is small in size with a significant hazard potential. (Author).

Book National Program for Inspection of Non Federal Dams  Walker Oliverian Stream Dam  NH 00068   State Number 112 02  Connecticut River Basin  Haverhill  New Hampshire  Phase I Inspection Report

Download or read book National Program for Inspection of Non Federal Dams Walker Oliverian Stream Dam NH 00068 State Number 112 02 Connecticut River Basin Haverhill New Hampshire 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 71 pages. Available in PDF, EPUB and Kindle. Book excerpt: Walker Oliverian Stream Dam has a hydraulic height of 19 feet, is of varied topwidth, and is 74 feet long. It is a run-of-the-river, split stone and masonry, gravity dam with one inoperable gate and a vertical-drop spillway. The dam spans a reach of Oliverian Brook, and is located in northwestern New Hampshire.

Book National Program for Inspection of Non Federal Dams  Smith Pond Dam  NH 00073  State Number 77 12  Connecticut River Basin  Enfield New Hampshire  Phase I Inspection Report

Download or read book National Program for Inspection of Non Federal Dams Smith Pond Dam NH 00073 State Number 77 12 Connecticut River Basin Enfield New Hampshire 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 93 pages. Available in PDF, EPUB and Kindle. Book excerpt: The dam has a hydraulic height of 11 ft. and is about 150 ft. long. It is an earthen embankment contained between dry masonry walls; the upstream wall has been crudely faced with concrete. The dam is in poor condition. Among various major concerns are seepage at two of the four dikes and the large trees growing on the dikes. It is small in size with a significant hazard classification. (Author).

Book National Program for Inspection of Non Federal Dams  Ammonoosuc River Dam  NH 00061   NHWRB Number 17 02   Connecticut River Basin Bath  New Hampshire  Phase I Inspection Report

Download or read book National Program for Inspection of Non Federal Dams Ammonoosuc River Dam NH 00061 NHWRB Number 17 02 Connecticut River Basin Bath New Hampshire 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 88 pages. Available in PDF, EPUB and Kindle. Book excerpt: The dam is a concrete gravity overflow structure constructed between three depressions in a ledge outcropping that forms the bottom of the Ammonoosuc River channel at this location. The dam is considered to be in poor condition. There are various major concerns which should be corrected to assure the continued performance of the dam. It is small in size with a significant hazard potential. (Author).

Book National Program for Inspection of Non Federal Dams  Enfield Reservoir Dam  NH 00354   State Number 36 08  Connecticut River Basin  Hanover  New Hampshire  Phase I Inspection Report

Download or read book National Program for Inspection of Non Federal Dams Enfield Reservoir Dam NH 00354 State Number 36 08 Connecticut River Basin Hanover New Hampshire 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 is a 730 ft. long earth embankment with a hydraulic height of 22 ft. The dam is in fair condition. Apparent seepage problems and erosion of the upstream slope above the riprap are of principal concern. It is small in size with a significant hazard potential. A major breach at top of dam could result in the loss of 3-5 lives and excessive property damage. (Author).

Book National Program for Inspection of Non Federal Dams  Babbidge Reservoir Dam  NH 00398   NHWRB 206 03  Connecticut River Basin  Roxbury  New Hampshire  Phase I Inspection Report

Download or read book National Program for Inspection of Non Federal Dams Babbidge Reservoir Dam NH 00398 NHWRB 206 03 Connecticut River Basin Roxbury New Hampshire 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 102 pages. Available in PDF, EPUB and Kindle. Book excerpt: The Babbidge Reservoir Dam is a 38-foot-high earth embankment with a reinforced concrete corewall. There is a 36-foot-long concrete overflow spillway at the left abutment and a gatehouse at the crest which controls flow from the reservoir and from the Quarry Dam upstream. It is small in size with a high hazard potential. Significant economic loss and possible loss of more than a few lives could result from the event of a dam failure. With stoplogs, the spillway is capable of passing 9% of the test flood. The dam is in fair condition. Remedial measures should be undertaken by the owner. Keywords include: Inspection, Dam safety, Connecticut River Basin, Roxbury, New Hampshire, and Roaring Brook.

Book National Program for Inspection of Non Federal Dams  Howe Reservoir Dam  NH 00095   NHWRB 109 12  Connecticut River Basin  Harrisville  New Hampshire  Phase I Inspection Report

Download or read book National Program for Inspection of Non Federal Dams Howe Reservoir Dam NH 00095 NHWRB 109 12 Connecticut River Basin Harrisville New Hampshire 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 83 pages. Available in PDF, EPUB and Kindle. Book excerpt: The dam consists of dry rubble masonry capped with concrete and an earthfill embankment with a total length of about 157 ft. and 28 ft. above the stream bed. The dam is judged to be in good condition. The protective covering of the stone placed on the outlet channel has been washed away. It is intermediate in size with a high hazard potential. There are various remedial measures which must be corrected to assure the continued performance of the dam. (Author).

Book National Program for Inspection of Non Federal Dams  Upper Ammonoosuc Dam  NH 00370  NHWRB 182 04  Connecticut River Basin  Northumberland  New Hampshire  Phase I Inspection Report

Download or read book National Program for Inspection of Non Federal Dams Upper Ammonoosuc Dam NH 00370 NHWRB 182 04 Connecticut River Basin Northumberland New Hampshire 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 96 pages. Available in PDF, EPUB and Kindle. Book excerpt: The dam is constructed of rock and earth filled timber cribbing and is equipped with 6.2 ft. of nonfailing flashboards. It is about 275 ft. long and 15 ft. high. It is small in size with a high hazard potential. One half of the PMF has been adopted as the appropriate test flood. The dam is in fair condition at the present time. There are various remedial measures which require attention.

Book National Program for Inspection of Non Federal Dams  Butterfield Pond Dam  NH 00233   NHWRB Number 245 01  Connecticut River Basin  Washington  New Hampshire  Phase I Inspection Report

Download or read book National Program for Inspection of Non Federal Dams Butterfield Pond Dam NH 00233 NHWRB Number 245 01 Connecticut River Basin Washington New Hampshire 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 122 pages. Available in PDF, EPUB and Kindle. Book excerpt: Butterfield Pond Dam is a stone-filled gravity structure about 210 feet in overall length and 12.5 feet high from crest of dam to toe of slope, Located in the center of the dam is the principal overflow section which is 57 feet long and consists of a concrete capped, stone weir with concrete training walls, Near the middle of the overflow section is a 16.2 feet wide by 0.2 feet deep low flow spillway weir cast into the concrete cap. As a result of the poor visual inspection of this facility, the dam is considered to be in very poor condition. It is small in size with a significant hazard potential. The recommendations and remedial measure should be implemented as soon as possible. Keywords include: Inspection, Dam safety, Connecticut River Basin, Washington, New Hampshire, and Ashuelot River.