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National Dam Inspection Program Arlington Lake Dam Ndi Id Pa 00321 Pa Der 45 5 Delaware River Basin Big Meadow Run Pennsylvania Phase I Inspection Report
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Book Synopsis National Dam Inspection Program. Arlington Lake Dam (NDI ID PA 00321, PA DER 45-5), Delaware River Basin, Big Meadow Run, Pennsylvania. Phase I Inspection Report by :
Download or read book National Dam Inspection Program. Arlington Lake Dam (NDI ID PA 00321, PA DER 45-5), Delaware River Basin, Big Meadow Run, Pennsylvania. Phase I Inspection Report written by and published by . This book was released on 1981 with total page 70 pages. Available in PDF, EPUB and Kindle. Book excerpt: Arlington Lake Dam is an earth and concrete structure approximately 240 feet long with a maximum height of about 13 feet. A two stage, ungated overflow spillway system is located at the left abutment of the dam. A drop inlet spillway is located at the approximate midpoint of the embankment. Arlington Lake Dam has a drainage area of approximately 1.7 square miles and impounds a reservoir with a maximum storage capacity of about 51 acre-feet at the low point of the top of the dam. The spillway system is classified as 'seriously inadequate'. The dam is classified as 'unsafe, non-emergency'. Based on the visual observations, discussions with the owner, and information obtained from the pennsylvania Department of Environmental Resources, Division of Dam Safety, Arlington Lake Dam is considered to be in poor condition.
Book Synopsis DELAWARE RIVER BASIN; BIG MEADOW RUN, PENNSYLVANIA, NDI ID PA 00321 PA DER 45-5, ARLINGTON LAKE DAM, OWNED BY STEVEN MOREKIN, PHASE 1 INSPECTION REPORT, NATIONAL DAM INSPECTION PROGRAM. by : United States. Army. Corps of Engineers. Baltimore District
Download or read book DELAWARE RIVER BASIN; BIG MEADOW RUN, PENNSYLVANIA, NDI ID PA 00321 PA DER 45-5, ARLINGTON LAKE DAM, OWNED BY STEVEN MOREKIN, PHASE 1 INSPECTION REPORT, NATIONAL DAM INSPECTION PROGRAM. written by United States. Army. Corps of Engineers. Baltimore District and published by . This book was released on 1981 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis National Dam Inspection Program. Hunter Lake Dam (NDI ID PA 00774, PA DER 45-136), Delaware River Basin, Rocky Run Pennsylvania. Phase I Inspection Report by :
Download or read book National Dam Inspection Program. Hunter Lake Dam (NDI ID PA 00774, PA DER 45-136), Delaware River Basin, Rocky Run Pennsylvania. Phase I Inspection Report written by and published by . This book was released on 1981 with total page 61 pages. Available in PDF, EPUB and Kindle. Book excerpt: Hunter Lake Dam is an earth embankment with a sheet timber core about 300 feet long and 13 feet high. The embankment has a top width of 42 feet and downstream and upstream slopes of 2H:1V an 1H:1V, respectively. The dam was constructed in 1928-29 to provide a lake for recreational purposes. Based on the visual observations, discussions with the Owner's representative, and information obtained from the Pennsylvania Department of Environmental Resources, Division of Dam Safety, Hunter Lake Dam is considered to be in fair condition.
Book Synopsis National Dam Inspection Program. Mountain Lake Dam (NDI ID Number PA-00546, DER ID Number 40-50). Delaware River Basin, Meadow Run, Luzerne County, Pennsylvania. Phase I Inspection Report by : Frederick Futchko
Download or read book National Dam Inspection Program. Mountain Lake Dam (NDI ID Number PA-00546, DER ID Number 40-50). Delaware River Basin, Meadow Run, Luzerne County, Pennsylvania. Phase I Inspection Report written by Frederick Futchko and published by . This book was released on 1980 with total page 91 pages. Available in PDF, EPUB and Kindle. Book excerpt: Based on criteria established for these studies, Mountain Lake Dam is judged to be unsafe, nonemergency, because the spillway capacity is seriously inadequate. The recommended Spillway Design Flood (SDF) for the size and hazard category of the dam varies between 1/2 of the Probable Maximum Flood (PMF) and the PMF. Based on the criteria and the downstream conditions, the selected SDF is the PMF. Based on existing conditions, the spillway will pass about 20 percent of the PMF before overtopping of the dam occurs. Failure of the dam would increase the hazard to loss of life downstream. If the dam were raised to its design elevation, the spillway would pass about 28 percent of the PMF. The spillway capacity would still be rated as seriously inadequate. As a whole, the dam is judged to be in poor condition. Lack of maintenance has caused the spillway to deteriorate to such an extent that it is on the verge of collapse. It is unlikely that the spillway could withstand any flood of significant duration. (Author).
Book Synopsis National Dam Inspection Program. Brown's Lake Dam (NDI ID Number PA-00630, DER ID Number 45-108). Delaware River Basin, Stony Run, Monroe County, Pennsylvania. Phase I Inspection Report by : Frederick Futchko
Download or read book National Dam Inspection Program. Brown's Lake Dam (NDI ID Number PA-00630, DER ID Number 45-108). Delaware River Basin, Stony Run, Monroe County, Pennsylvania. Phase I Inspection Report written by Frederick Futchko and published by . This book was released on 1980 with total page 82 pages. Available in PDF, EPUB and Kindle. Book excerpt: Based on avaliable records, visual inspection, calculations, and past operational performance, Brown's Lake Dam is judged to be in poor condition. Based on the size and hazard classification of the dam, the recommended Spillway Design Flood is the Probalble Maximum Flood (PMF). The spillway can pass about 82 percent of the PMF. Since the dam cannot pass the PMF but can pass the 1/2 PMF, the spillway capacity is rated as inadequate. Deficiencies exist that are considered to be pertinent to the stability of the dam. The deficiencies include the following: seepage, steep slopes, a depression on the top of the dam, growth of trees on the dam, and holes and a depression on the downstream slope of the dam. The type of design and methods of construction increase the concern for the deficiencies. The condition of the outlet works is unsatisfatory. There are no upstream closure facilities. Maintenance of the dam is inadequate. (Author).
Book Synopsis National Dam Inspection Program. Pinetree Lake Dam NDI ID Number PA-00784, DER ID Number 45-244. Delaware River Basin, Dry Sawmill Run. Monroe County, Pennsylvania. Phase I Inspection Report by : GANNETT FLEMING CORDDRY AND CARPENTER INC HARRISBURG PA.
Download or read book National Dam Inspection Program. Pinetree Lake Dam NDI ID Number PA-00784, DER ID Number 45-244. Delaware River Basin, Dry Sawmill Run. Monroe County, Pennsylvania. Phase I Inspection Report written by GANNETT FLEMING CORDDRY AND CARPENTER INC HARRISBURG PA. and published by . This book was released on 1980 with total page 84 pages. Available in PDF, EPUB and Kindle. Book excerpt: Based on visual inspection, available records, calculations, and past operational performance, Pinetree Lake Dam is judged to be in good condition. The recommended Spillway Design Flood (SDF) for the size and the hazard classification of the dam varies between the 100-year flood and the 1/2 Probable Maximum Flood (PMF). Based on the criteria and the downstream conditions, the SDF is the 1/2 PMF. The spillway will pass the PMF with 0.5 foot of freeboard. The spillway capacity is rated as adequate. No stability problems were evident for the embankment. None of the observed deficiencies at the dam were considered an immediate hazard.
Book Synopsis National Dam Inspection Program. Lake Russell Dam (NDI I.D. Number PA-00314 PennDER I.D. Number 52-133) Delaware River Basin, Freeling Run, Pike County, Pennsylvania. Phase I Inspection Report by : Bernard M. Mihalcin
Download or read book National Dam Inspection Program. Lake Russell Dam (NDI I.D. Number PA-00314 PennDER I.D. Number 52-133) Delaware River Basin, Freeling Run, Pike County, Pennsylvania. Phase I Inspection Report written by Bernard M. Mihalcin and published by . This book was released on 1981 with total page 77 pages. Available in PDF, EPUB and Kindle. Book excerpt: Based on a visual inspection, operational history, and available engineering data, the dam is considered to be in fair condition. The size classification of the facility is small and the hazard classification is considered to be high. In accordance with the recommended guidelines, the Spillway Design Flood (SDF) ranges between the 1/2 PMF (Probable Maximum Flood) and the PMF. Due to the high potential for damage to downstream structures and possible loss of life, the SDF is considered to be the PMF. Results of the hydrologic and hydraulic analysis indicate the facility will pass and/or store approximately 50 percent of the PMF prior to embankment overtopping at the low area in the embankment crest. Consequently, the spillway is assessed as being inadequate, but not seriously inadequate. Recommended owner procedures are listed.
Book Synopsis Government Reports Announcements & Index by :
Download or read book Government Reports Announcements & Index written by and published by . This book was released on 1982 with total page 816 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Roundup, Miracle of the Musselshell by :
Download or read book Roundup, Miracle of the Musselshell written by and published by . This book was released on 1958 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis National Dam Inspection Program. Meadow Run (DAM NDI ID Number PA-00555, DER ID Number 40-51), Delaware River Basin, Meadow Run, Luzerne County, Pennsylvania. Phase I Inspection Report by : Frederick Futchko
Download or read book National Dam Inspection Program. Meadow Run (DAM NDI ID Number PA-00555, DER ID Number 40-51), Delaware River Basin, Meadow Run, Luzerne County, Pennsylvania. Phase I Inspection Report written by Frederick Futchko and published by . This book was released on 1980 with total page 95 pages. Available in PDF, EPUB and Kindle. Book excerpt: Based on criteria established for these studies, Meadow Run Dam is judged to be unsafe, nonemergency, because the spillway capacity is seriously inadequate. The recommended Spillway Design Flood (SDF) for the size and hazard category of the dam varies between 1/2 of the Probable Maximum Flood (PMF) and the PMF. Based on the criteria and the downstream conditions, the selected SDF is the PMF. Based on existing conditions, the spillway will pass about 13 percent of the PMF before overtopping of the dam occurs. Failure of the dam would increase the hazard to loss of life downstream. If the dam were raised to its design elevation, the spillway would pass about 35 percent of the PMF. The spillway capacity would still be rated as seriously inadequate. As a whole, the dam is judged to be in poor condition. Because of the nature of its construction, the steep downstream slope, and cracks that have developed on the top of the embankment, the stability of the embankment is considered marginal. There is no evidence to suggest that the emergency drawdown facility is operational. It is in poor condition. Maintenance at the dam is inadequate. (Author).
Book Synopsis National Dam Inspection Program. Walker Lake Dam (NDI-ID Number PA-00317, DER-ID Number 52-127), Delaware River Basin, Pike County, Pennsylvania. Phase I Inspection Report by : Hendrik Jongsma
Download or read book National Dam Inspection Program. Walker Lake Dam (NDI-ID Number PA-00317, DER-ID Number 52-127), Delaware River Basin, Pike County, Pennsylvania. Phase I Inspection Report written by Hendrik Jongsma and published by . This book was released on 1980 with total page 73 pages. Available in PDF, EPUB and Kindle. Book excerpt: Based on the visual inspection, past performance and the available engineering data, the dam and its appurtenant structures appear to be in fair condition. In accordance with the Corps of Engineers' evaluation guidelines, the size classification of this dam is small and the hazard classification is high. These classifications indicate that the Spillway Design Flood (SDF) should be in the range of one-half the Probable Maximum Flood (PMF) to the full PMF. The recommended SDF for this flood control structure is the PMF. The spillway capacity is adequate for passing 71 percent of the PMF peak inflow without overtopping the dam. The spillway, therefore, is considered to be inadequate, but not seriously inadequate.
Book Synopsis National Dam Inspection Program. Hemlock Lake Dam (NDI I.D. PA 00571, PA DER 45-258). Delaware River Basin, Tributary of Pohopoco Creek, Pennsylvania. Phase I Inspection Program by : Peter C. Johnson
Download or read book National Dam Inspection Program. Hemlock Lake Dam (NDI I.D. PA 00571, PA DER 45-258). Delaware River Basin, Tributary of Pohopoco Creek, Pennsylvania. Phase I Inspection Program written by Peter C. Johnson and published by . This book was released on 1981 with total page 70 pages. Available in PDF, EPUB and Kindle. Book excerpt: Hemlock Lake Dam is an earth embankment about 450 feet long and 27 feet high. An ungated overflow spillway is located at the right abutment. A paved roadway has been constructed on the dam crest and a bridge has been constructed over the spillway. The dam was constructed in the early 1950's to provide a lake for recreational purposes. Hemlock Lake Dam has a maximum storage capacity of 117 acre-feet and a maximum height of 27 feet. The dam is classified as 'Small' size. Due to the potential for excessive property damage and the loss of more than a few lives in the damage center which consists of 5 houses with door sills as low as 5 feet above the stream bed located within 1,500 feet downstream of the dam, the structure classified as a 'High' hazard. Examination of the results of the hydrologic and hydraulic analyses indicates that the spillway is capable of passing approximately 26% of the Probable Maximum Flood (PMF) without the dam being overtopped. The selected Spillway Design Flood (SDF) for this 'Small' size, 'High' hazard potential structure is the PMF. The water surface elevation at the damage center is 2.4 feet higher for the breach condition than for the non-breach condition. The spillway is classified as 'Seriously Inadequate, Unsafe, Non-Emergency' since breaching of the dam significantly increases the downstream hazard potential. Based on visual observations and a review of the information obtained from the Pennsylvania Department of Environmental Resources (DER), Hemlock Lake Dam appears to be in poor condition.
Book Synopsis Government Reports Annual Index by :
Download or read book Government Reports Annual Index written by and published by . This book was released on 1982 with total page 1212 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author :O'BRIEN AND GERE ENGINEERS INC PHILADELPHIA PA JUSTIN AND COURTNEY DIV. Publisher : ISBN 13 : Total Pages :66 pages Book Rating :4.:/5 (227 download)
Book Synopsis National Dam Inspection Program. Bear Creek Lake Dam (NDI ID Number PA-00545, DER ID Number 40-47), Delaware River Basin, Bear Creek, Luzerne County, Pennsylvania. Phase I Inspection Report by : O'BRIEN AND GERE ENGINEERS INC PHILADELPHIA PA JUSTIN AND COURTNEY DIV.
Download or read book National Dam Inspection Program. Bear Creek Lake Dam (NDI ID Number PA-00545, DER ID Number 40-47), Delaware River Basin, Bear Creek, Luzerne County, Pennsylvania. Phase I Inspection Report written by O'BRIEN AND GERE ENGINEERS INC PHILADELPHIA PA JUSTIN AND COURTNEY DIV. and published by . This book was released on 1979 with total page 66 pages. Available in PDF, EPUB and Kindle. Book excerpt: Bear Creek Lake Dam is a rock filled timber crib structure approximately 325 feet long and 17 feet high at its maximum section. An ungated drop spillway with an 158-foot long sharp crested weir is located approximately 60 feet from the right abutment (looking downstream). The 80 acre lake is used for recreation by the residents of Bear Creek Village. It is unknown when the dam was constructed. In the state inspection report of April, 1915 it is stated, 'This dam was constructed a great many years ago, but it has been repaired from time to time, so that more than likely none of the original structure is now in existence.' Examination of the results of the hydrologic and hydraulic analysis indicate that the drop spillway is capable of passing 11 percent of the Probable Maximum Flood (PMF) without overtopping of the embankment. Failure of the dam would significantly increase the hazard to loss of life downstream of the dam. Therefore, the capacity of the drop spillway is classified as 'seriously inadequate.' The dam is considered to be 'unsafe (non-emergency).'
Book Synopsis National Dam Inspection Program. Lake Paupackan Dam (NDI I.D. Number PA-00140, DER I.D. Number 64-33). Delaware River Basin, Lakeville, Creek, Wayne County, Pennsylvania. Phase I Inspection Report by : GANNETT FLEMING CORDDRY AND CARPENTER INC HARRISBURG PA.
Download or read book National Dam Inspection Program. Lake Paupackan Dam (NDI I.D. Number PA-00140, DER I.D. Number 64-33). Delaware River Basin, Lakeville, Creek, Wayne County, Pennsylvania. Phase I Inspection Report written by GANNETT FLEMING CORDDRY AND CARPENTER INC HARRISBURG PA. and published by . This book was released on 1981 with total page 71 pages. Available in PDF, EPUB and Kindle. Book excerpt: Based on available records, visual inspection, calculations, and past operational performance, Lake Paupackan Dam is judged to be in fair condition. Considering the size and hazard classification of the dam, the recommended Spillway Design Flood (SDF) varies between the 1/2 Probable Maximum Flood (PMF) and the PMF. The 1/2 PMF was, in this case, selected as the SDF. The spillway and reservoir, under existing conditions, will pass approximately 19 percent of the PMF before overtopping of the dam occurs. The spillway is, therefore, rated as inadequate.
Book Synopsis National Dam Inspection Program. Pocono Lake Dam (nds I.D. Number PA 00781 DER I.D. Number 45-222), Delaware River Basin, Monroe County, Pennsylvania. Phase I Inspection Report by : John Boschuk (Jr)
Download or read book National Dam Inspection Program. Pocono Lake Dam (nds I.D. Number PA 00781 DER I.D. Number 45-222), Delaware River Basin, Monroe County, Pennsylvania. Phase I Inspection Report written by John Boschuk (Jr) and published by . This book was released on 1979 with total page 98 pages. Available in PDF, EPUB and Kindle. Book excerpt: Pocono Lake Dam is a concrete ogee spillway with concrete non-overflow sections keyed on each side into a zoned earth embankment. The embankment contains an upstream impervious fill protected with three feet of dumped riprap over a one foot filter bed. The facility is considered to be in good condition and well maintained. Hydrologic and hydraulic calculations indicate the dam will pass the Probable Maximum Flood without overtopping. Therefore, the spillway system is considered to be 'Adequate'. Visual inspection of the dam and reservoir detected no significant problems with the structure. There was some leakage noted around the stilling basin walls, which was assessed to be drainage from the rock toe. Some minor cracking of the spillway walls was noted and the loss of some joint sealer was noted in the bride. These conditions are not considered to be critical.
Book Synopsis National Dam Inspection Program. Lake Akiba Dam (NDI ID PA 00640, PA DER 45-120), Delaware River Basin, Sandspring Creek, Pennsylvania. Phase I Inspection Report by :
Download or read book National Dam Inspection Program. Lake Akiba Dam (NDI ID PA 00640, PA DER 45-120), Delaware River Basin, Sandspring Creek, Pennsylvania. Phase I Inspection Report written by and published by . This book was released on 1981 with total page 80 pages. Available in PDF, EPUB and Kindle. Book excerpt: Lake Akiba Dam is a 360-foot long, 22-foot high earth embankment dam, constructed in 1926 to provide a lake for recreational use. The maximum storage capacity of Lake Akiba is 280 acre-feet. The dam has a crest width of approximately seven feet and side slopes both upstream and downstream which average 2H:1V. Based upon the visual inspection of the dam review of the information provided by the Pennsylvania Department of Environmental Resources (Der), the Lake Akiba Dam is considered to be in fair condition. The spillway, however, is in poor condition an should be investigated immediately.
