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National Dam Inspection Program Glenburn Pond Dam Ndi Id Number Pa 00371 Der Id Number 35 1 Susquehanna River Basin Dalton Run Lackawanna County Pennsylvania Phase I Inspection Report
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Book Synopsis National Dam Inspection Program. Glenburn Pond Dam (NDI ID Number PA- 00371, DER ID Number 35-1), Susquehanna River Basin, Dalton Run, Lackawanna County, Pennsylvania. Phase I Inspection Report by :
Download or read book National Dam Inspection Program. Glenburn Pond Dam (NDI ID Number PA- 00371, DER ID Number 35-1), Susquehanna River Basin, Dalton Run, Lackawanna County, Pennsylvania. Phase I Inspection Report written by and published by . This book was released on 1981 with total page 90 pages. Available in PDF, EPUB and Kindle. Book excerpt: Glenburn Pond Dam is a composite earthfill and dry stone masonry structure, terminating with an earthfill embankment on the left abutment. The 16.3-foot high dam has a total length of 190 feet, including the spillway and the earthfill embankment section. The spillway, located at the middle of the dam, consists of a broad crested concrete weir with an effective length of 51 feet. The upstream approach to the spillway has an earthfill bottom with stone and mortar side walls. There are no other constructed outlets through the dam. Based on available records, past performance, visual inspection, field survey and calculations, the Glenburn Pond Dam is judged to be in poor condition. The present spillway capacity of 464 cfs (cubic feet per second) can pass approximately 2% of the PMF; it is classified as seriously inadequate and the facility is rated unsafe, non-emergency. The bulging dry stone wall and the gradual loss of stone from the supporting buttress wall are of concern. The observed conditions suggest that additional investigations are required to determine the extent of remedial measures necessary to insure the structural integrity of the dam.
Book Synopsis National Dam Inspection Program. Duck Pond Dam (NDI ID Number PA-00379, DER ID Number 35-98), Susquehanna River Basin, Tributary to South Branch Tunkhannock Creek, Lackawanna County, Pennsylvania. Phase I Inspection Report by :
Download or read book National Dam Inspection Program. Duck Pond Dam (NDI ID Number PA-00379, DER ID Number 35-98), Susquehanna River Basin, Tributary to South Branch Tunkhannock Creek, Lackawanna County, Pennsylvania. Phase I Inspection Report written by and published by . This book was released on 1981 with total page 66 pages. Available in PDF, EPUB and Kindle. Book excerpt: The visual inspection and review of available data indicate that Duck Pond Dam is in fair condition. The lack of embankment protection from spillway flows and the inadequate spillway capacity are the primary deficiencies which cause concern for the safety of this dam. In accordance with the recommended guidelines, the Spillway Design Flood (SDF) for this facility is in the range of the 100 year flood to 1/2 the Probable Maximum Flood (PMF). Based on the size of the dam and degree of downstream hazard, the selected SDF is the 100 year flood. The hydrologic and hydraulic computations indicate that the combination of reservoir storage and outlet works discharge capacity will not pass the SDF (100 year flood) prior to overtopping the embankment. In accordance with the criteria outlined and evaluated in Section 5.5 of this report, the discharge capacity for Duck Pond Dam is considered to be inadequate.
Book Synopsis National Dam Inspection Program. Rocky Glen Dam (NDI ID Number PA-00369, DER ID Number 35-2), Susquehanna River Basin, Dry Valley Creek, Lackawanna County, Pennsylvania, Phase I Inspection Report by : Frederick Futchko
Download or read book National Dam Inspection Program. Rocky Glen Dam (NDI ID Number PA-00369, DER ID Number 35-2), Susquehanna River Basin, Dry Valley Creek, Lackawanna County, Pennsylvania, Phase I Inspection Report written by Frederick Futchko and published by . This book was released on 1979 with total page 82 pages. Available in PDF, EPUB and Kindle. Book excerpt: Based on visual inspection, available records, calculations, past operational performance, and according to criteria established for these studies, Rocky Glen Dam is judged to be unsafe, nonemergency, because the spillway capacity is rated as seriously inadequate. The existing spillway can pass only 7 percent of the Probable Maximum Flood (PMF) without overtopping of the dam. Because a portion of the masonry gravity dam is founded on earth and there are no erosion protection measures at the toe, it is assumed that the dam could not withstand the depth and duration of overtopping that would occur for the PMF or the 1/2 PMF. Failure of the dam would cause an increased hazard to loss of life downstream. As a whole, the dam is judged to be in fair condition. Stability studies performed as part of this report indicate that the dam does not have any significant deviations from the Office of the Chief of Engineers (OCE) guidelines for stability. Maintenance at the dam and operating facilities is inadequate. There is no program for regular inspection of the dam.
Book Synopsis National Dam Inspection Program. Curtis Dam (NDI ID Number PA-00370 DER ID Number 35-17), Susquehanna River Basin, White Oak Run, Lackawanna County, Pennsylvania. Phase I Inspection Report by : Albert Charles Hooke
Download or read book National Dam Inspection Program. Curtis Dam (NDI ID Number PA-00370 DER ID Number 35-17), Susquehanna River Basin, White Oak Run, Lackawanna County, Pennsylvania. Phase I Inspection Report written by Albert Charles Hooke and published by . This book was released on 1979 with total page 100 pages. Available in PDF, EPUB and Kindle. Book excerpt: Based on visual inspection, available records, calculations, past operational performance, and according to criteria established for these studies, Curtis Dam is judged to be unsafe, nonemergency, because the spillway capacity is rated as seriously inadequate. The existing spillway can pass 17 percent of the Probable Maximum Flood (PMF) without overtopping of the dam. The resulting outflows from the failure of Curtis Dam would probably overtop and cause the failure of Emlhurst Dam. This would result in the loss of life. As a whole, the dam is judged to be in fair condition. If the low areas of the top of the embankment were raised 1.1 feet to the design elevation and if the low areas of the dike were raised 2.0 feet to the design elevation, the spillway could pass 46 percent of the PMF. The spillway capacity would still be rated as seriously inadequate. There is no evidence of stability problems on the embankment. The spillway and auxiliary spillway sections meet the OCE guidelines for stability. A length of the left spillway training wall has failed.
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 1314 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis National Dam Inspection Program. Marshwood Dam (NDI ID Number PA-00365, DER ID Number 35-88), Susquehanna River Basin, Little Roaring Brook, Lackawanna County, Pennsylvania. Phase I Inspection Report by : GANNETT FLEMING CORDDRY AND CARPENTER INC HARRISBURG PA.
Download or read book National Dam Inspection Program. Marshwood Dam (NDI ID Number PA-00365, DER ID Number 35-88), Susquehanna River Basin, Little Roaring Brook, Lackawanna County, Pennsylvania. Phase I Inspection Report written by GANNETT FLEMING CORDDRY AND CARPENTER INC HARRISBURG PA. and published by . This book was released on 1979 with total page 105 pages. Available in PDF, EPUB and Kindle. Book excerpt: Marshwood Dam is two homogeneous earthfill embankments with masonry core-walls. The dam was built in a natural saddle. The embankments impound water within the saddle. The dam has a main spillway and an auxiliary spillway. The main spillway is located at the right abutment of the South Embankment. It has a sharp-crested concrete weir with a crest length of 100 feet. The auxiliary spillway is a canal about 300 feet left of the South Embankment. Based on visual inspection, available records, calculations and past operational performance, Marshwood Dam is judged to be in fair condition. The spillway can pass 65 percent of the Probable Maximum Flood (PMF) without overtopping of the dam. The spillway capacity is rated as inadequate. This rating is dependent on implementation of some of the recommendations herein. If the low areas on the embankments were raised 0.6 foot to the design elevation, the spillway can pass 80 percent of the PMF. The spillway capacity would still be rated as inadequate.
Book Synopsis National Dam Inspection Program. Number 5 Dam (NDI ID Number PA-00375 DER ID Number 35-22), Susquehanna River Basin, Stafford Meadow Brook, Lackawanna County, Pennsylvania. Phase I Inspection Report by : Albert Charles Hooke
Download or read book National Dam Inspection Program. Number 5 Dam (NDI ID Number PA-00375 DER ID Number 35-22), Susquehanna River Basin, Stafford Meadow Brook, Lackawanna County, Pennsylvania. Phase I Inspection Report written by Albert Charles Hooke and published by . This book was released on 1979 with total page 103 pages. Available in PDF, EPUB and Kindle. Book excerpt: Based on visual inspection, available records, calculations, and past operational performance, and according to criteria established for these studies, No. 5 Dam is judged to be unsafe, nonemergency, because the spillway capacity is rated as seriously inadequate. The spillway can pass 29 percent of the Probable Maximum Flood (PMF) without overtopping of the dam. Failure of the dam would cause an increase hazard to loss of life downstream. As a whole, the dam is judged to be in fair condition. The spillway gravity weir does not have any significant deviations from the guidelines for stability, since the toe pressure is well below the allowable. There is no evidence of instability on the embankment.
Book Synopsis National Dam Inspection Program. Dunmore Number 1 Dam (NDI ID Number PA-00364, DER ID Number 35-25), Susquehanna River Basin, Little Roaring Brook, Lackawanna County, Pennsylvania. Phase I Inspection Report by : Albert Charles Hooke
Download or read book National Dam Inspection Program. Dunmore Number 1 Dam (NDI ID Number PA-00364, DER ID Number 35-25), Susquehanna River Basin, Little Roaring Brook, Lackawanna County, Pennsylvania. Phase I Inspection Report written by Albert Charles Hooke and published by . This book was released on 1979 with total page 113 pages. Available in PDF, EPUB and Kindle. Book excerpt: Based on visual inspection, available records, calculations and past operational performance, Dunmore No. 1 Dam is judged to be in good condition. The spillway can pass 84 percent of the Probable Maximum Flood (PMF) without overtopping of the dam. The spillway capacity is rated as inadequate. Two culverts, immediately downstream of the dam, may provide significant tailwater effects at the dam. If the top of the dam were raised 0.4 foot to its design elevation, the spillway can pass 90 percent of the PMF. The spillway capacity would still be rated as inadequate. Because there is no analysis available, the structural stability of the masonry gravity spillway is unknown. The spillway right training wall does not have any significant deviations from the guidelines for stability. There is no evidence of instability on the embankment.
Book Synopsis National Dam Inspection Program. Lake Henry Dam (NDI ID Number PA-00366, DER ID Number 35-16), Susquehanna River Basin, Lake Run, Lackawanna County, Pennsylvania. Phase I Inspection Report by : Albert Charles Hooke
Download or read book National Dam Inspection Program. Lake Henry Dam (NDI ID Number PA-00366, DER ID Number 35-16), Susquehanna River Basin, Lake Run, Lackawanna County, Pennsylvania. Phase I Inspection Report written by Albert Charles Hooke and published by . This book was released on 1979 with total page 81 pages. Available in PDF, EPUB and Kindle. Book excerpt: Based on visual inspection, available records, calculations and past operational performance, Lake Henry Dam is judged to be in good condition. The existing spillway can pass 60 percent of the Probable Maximum Flood (PMF) without overtopping of the dam. The spillway capacity is rated as inadequate. If the embankments were raised 0.7 foot to their design elevation, the dam could pass the PMF with 0.05 foot of freeboard. The spillway capacity would then be rated as adequate. A low area between the two embankments acts as an auxiliary spillway. There is no stability analysis for the embankments. There is no evidence of significant problems threatening the embankments. The spillway weir is judged to be stable.
Book Synopsis National Dam Inspection Program. Dunmore Number 3 Dam (NDI ID Number PA-00376, DER ID Number 35-23), Susquehanna River Basin, Tributary to Little Roaring Brook, Lackawanna County, Pennsylvania. Phase I Inspection Report by : Albert Charles Hooke
Download or read book National Dam Inspection Program. Dunmore Number 3 Dam (NDI ID Number PA-00376, DER ID Number 35-23), Susquehanna River Basin, Tributary to Little Roaring Brook, Lackawanna County, Pennsylvania. Phase I Inspection Report written by Albert Charles Hooke and published by . This book was released on 1979 with total page 85 pages. Available in PDF, EPUB and Kindle. Book excerpt: Based on visual inspection, available records, calculations and past operational performance, Dunmore No. 3 Dam is judged to be in fair condition. The spillway can pass 70 percent of the Probable Maximum Flood (PMF) without overtopping of the dam. The spillway capacity is rated as inadequate. If the low areas on the embankments were raised 0.5 foot to the design elevation, the spillway can pass 100 percent of the PMF with no freeboard remaining. The spillway capacity would then be rated as adequate.
Book Synopsis National Dam Inspection Program. Belmont Dam (NDI-ID Number PA-00252, DER-ID 35-33), Susquehanna River Basin, Lackawanna County, Pennsylvania. Phase I Inspection Report by : Hendrik Jongsma
Download or read book National Dam Inspection Program. Belmont Dam (NDI-ID Number PA-00252, DER-ID 35-33), Susquehanna River Basin, Lackawanna County, Pennsylvania. Phase I Inspection Report written by Hendrik Jongsma and published by . This book was released on 1980 with total page 69 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 poor condition. The dam is considered to be unsafe, non-emergency. 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 dam is the full PMF. The spillway capacity is inadequate to pass the SDF peak inflow without overtopping the dam. The project is capable of passing 95 percent of the PMF and is considered to be inadequate, but not seriously inadequate.
Book Synopsis National Dam Inspection Program. Glenwood Lake Dam (NDI ID Number PA- 00327, DER ID Number 35-143), Susquehanna River Basin, Covey Creek, Lackawanna County, Pennsylvania. Phase I Inspection Report by :
Download or read book National Dam Inspection Program. Glenwood Lake Dam (NDI ID Number PA- 00327, DER ID Number 35-143), Susquehanna River Basin, Covey Creek, Lackawanna County, Pennsylvania. Phase I Inspection Report written by and published by . This book was released on 1981 with total page 88 pages. Available in PDF, EPUB and Kindle. Book excerpt: Based on visual inspection, past performance, field surveys and calculations, Glenwood Lake Dam is judged to be in poor condition. The recommended Spillway Design Flood (SDF) for the size (small) and hazard classification (high) of the dam is between the one-half Probable Maximum Flood (1/2 PMF) and the full PMF. Based on the small size and storage capacity, it is judged that the SDF of 1/2 PMF is appropriate for the Glenwood Lake Dam. Under the present conditions, the spillway will pass approximately 10 percent of the PMF without overtopping the dam. Overtopping depths of 1.1 feet and 2.12 feet were calculated for flood magnitudes of 20% and 50% of the PMF, respectively. It was judged that the dam will begin to fail under an overtopping depth of one- foot. Because the present spillway capacity would not pass the SDF without overtopping the dam and failure of the dam would increase the downstream hazard to life and property, the spillway is rated as seriously inadequate and the dam is rated as unsafe, non-emergency. The facility is not properly maintained, as evidenced by the extensive growth of trees on the embankment and the condition of the outlet works valve pit. There is no warning system and evacuation plan in effect at the present time.
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 1220 pages. Available in PDF, EPUB and Kindle. Book excerpt: 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.
Book Synopsis National Dam Inspection Program. Laurel Run Dam. NDI ID Number PA-00380. DER ID Number 35-6, Pennsylvania Gas and Water Company. Susquehanna River Basin, Laurel Run, Lackawanna County, Pennsylvania Phase I Inspection Report by : Frederick Futchko
Download or read book National Dam Inspection Program. Laurel Run Dam. NDI ID Number PA-00380. DER ID Number 35-6, Pennsylvania Gas and Water Company. Susquehanna River Basin, Laurel Run, Lackawanna County, Pennsylvania Phase I Inspection Report written by Frederick Futchko and published by . This book was released on 1980 with total page 76 pages. Available in PDF, EPUB and Kindle. Book excerpt: This report is prepared under guidance contained in the Recommended Guidelines for Safety Inspection of Dams, for Phase I Investigations. The purpose of the Phase I investigation is to identify expeditiously those dams which may pose hazards to human life or property. The assessment of the general condition of the dam is based upon available data and visual inspections. Detailed investigation, and analyses involving topographic mapping, subsurface investigations, testing, and detailed computational evaluations are beyond the scope of a Phase I investigation; however, the investigation is intended to identify any need for such studies. In reviewing this report, it should be realized that the reported condition of the dam is based on observations of field conditions at the time of inspection along with data available to the inspection team. In cases where the reservoir was lowered or drained prior to inspection, such action, while improving the stability and safety of the dam, removes the normal load on the structure and may obscure certain conditions which might otherwise be detectable if inspected under the normal operating environment of the structure.
Book Synopsis National Dam Inspection Program. Hathaway Pond Dam (NDI ID Number PA 00050, PennDER Number 58-06), Susquehanna River Basin, West Branch of Lackawanna River, Susquehanna County, Pennsylvania. Phase I Inspection Report by : John A. Dziubek
Download or read book National Dam Inspection Program. Hathaway Pond Dam (NDI ID Number PA 00050, PennDER Number 58-06), Susquehanna River Basin, West Branch of Lackawanna River, Susquehanna County, Pennsylvania. Phase I Inspection Report written by John A. Dziubek and published by . This book was released on 1981 with total page 72 pages. Available in PDF, EPUB and Kindle. Book excerpt: Hathaway Pond Dam is located in Ararat Township, Susquehanna County, Pennsylvania. The reservoir was originally created to provide water for power purposes. The reservoir slopes are moderate with a good cover of vegetation. There are three ponds upstream from Hathaway Pond Dam on two tributary streams. The western stream contains Romobe Lake (PennDER I.D. No. 58-10) which is 1750 feet upstream from Hathaway Pond Dam. The eastern tributary contains Ball Lake and an unnamed smaller pond in series. Ball Lake is 2450 feet upstream and will retain considerable storage while the smaller unnamed pond was considered to have no effect on Hathaway Pond Dam. Two homes, a trailer, and township road are located 1800 feet downstream from Hathaway Pond Dam. These could suffer economic damage in the event of a dam failure.
Book Synopsis National Dam Inspection Program. Carbondale Number 4 Dam (NDI ID Number PA-00384, DER ID Number 35-13), Susquehanna River Basin, Racket Brook, Lackawanna County, Pennsylvania. Phase I Inspection Report by : GANNETT FLEMING CORDDRY AND CARPENTER INC HARRISBURG PA.
Download or read book National Dam Inspection Program. Carbondale Number 4 Dam (NDI ID Number PA-00384, DER ID Number 35-13), Susquehanna River Basin, Racket Brook, Lackawanna County, Pennsylvania. Phase I Inspection Report written by GANNETT FLEMING CORDDRY AND CARPENTER INC HARRISBURG PA. and published by . This book was released on 1979 with total page 83 pages. Available in PDF, EPUB and Kindle. Book excerpt: Carbondale No. 4 Dam is a masonry dam with earthfill to the top of the dam along the upstream face and earthfill to within 3 to 10 feet of the top of the dam along the downstream face. The dam extends about 580 feet across the valley and is 28 feet high at maximum section. The spillway, an integral part of the masonry dam, is located near the right abutment. It has a rounded crest, and the crest length is 100 feet. Based on visual inspection, available records, calculations and past operational performance, Carbondale No. 4 Dam is judged to be in good condition. The existing spillway can pass 59 percent of the Probable Maximum Flood (PMF) without overtopping of the dam. The spillway capacity is rated as inadequate. A stability analysis performed for this report indicates that the dam is apparently stable for the maximum loading condition.
Book Synopsis National Dam Inspection Program. Falling Springs Dam NDS ID Number Pa-00372, DER ID Number 35-39. Pennsylvania Gas and Water Company. Susquehanna River Basin, Falling Springs, Creek, Lackawanna County, Pennsylvania. Phase I Inspection Report by : GANNETT FLEMING CORDDRY AND CARPENTER INC HARRISBURG PA.
Download or read book National Dam Inspection Program. Falling Springs Dam NDS ID Number Pa-00372, DER ID Number 35-39. Pennsylvania Gas and Water Company. Susquehanna River Basin, Falling Springs, Creek, Lackawanna County, Pennsylvania. Phase I Inspection Report written by GANNETT FLEMING CORDDRY AND CARPENTER INC HARRISBURG PA. and published by . This book was released on 1978 with total page 83 pages. Available in PDF, EPUB and Kindle. Book excerpt: The Dam Inspection Act, Public Law 92-367, authorized the Secretary of the Army, through the Corps of Engineers, to initiate a program of inspection of dams throughout the United States. The purpose of the inspection is to determine if the dam constitutes a hazard to human life or property.
