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National Dam Inspection Program Deep Hollow Dam Nds Pa 00549 Der 40 3 Pennsylvania Gas And Water Company Susquehanna River Basin Deep Hollow Run Luzerne County Pennsylvania Phase I Inspection Report
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Book Synopsis National Dam Inspection Program. Deep Hollow Dam (NDS-PA-00549) (DER-40-3), Pennsylvania Gas and Water Company. Susquehanna River Basin, Deep Hollow Run, Luzerne County, Pennsylvania. Phase I Inspection Report by : GANNETT FLEMING CORDDRY AND CARPENTER INC HARRISBURG PA.
Download or read book National Dam Inspection Program. Deep Hollow Dam (NDS-PA-00549) (DER-40-3), Pennsylvania Gas and Water Company. Susquehanna River Basin, Deep Hollow Run, Luzerne 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 85 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.
Download or read book Technical Abstract Bulletin written by and published by . This book was released on 1979 with total page 1186 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis National Dam Inspection Program. Huntsville Dam (NDS-PA-00553), (DER-40-5). Pennyslvania Gas and Water Company. Susquehanna River Basin, Huntsville Creek, Luzerne County, Pennsylvania. Phase I Inspection Report by : GANNETT FLEMING CORDDRY AND CARPENTER INC HARRISBURG PA.
Download or read book National Dam Inspection Program. Huntsville Dam (NDS-PA-00553), (DER-40-5). Pennyslvania Gas and Water Company. Susquehanna River Basin, Huntsville Creek, Luzerne 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 87 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.
Book Synopsis National Dam Inspection Program. Gardner Creek Dam (NDS-PA-00575), (DER-40-1), Pennsylvania Gas Water Company. Susquehanna River Basin, Gardner Creek, Luzerne County, Pennsylvania. Phase I (DER-40-1), Pennsylvania Gas Inspection Report by : GANNETT FLEMING CORDDRY AND CARPENTER INC HARRISBURG PA.
Download or read book National Dam Inspection Program. Gardner Creek Dam (NDS-PA-00575), (DER-40-1), Pennsylvania Gas Water Company. Susquehanna River Basin, Gardner Creek, Luzerne County, Pennsylvania. Phase I (DER-40-1), Pennsylvania Gas Inspection Report written by GANNETT FLEMING CORDDRY AND CARPENTER INC HARRISBURG PA. and published by . This book was released on 1978 with total page 97 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.
Book Synopsis National Dam Inspection Program. Pikes Creek Dam (NDS PA-00576/DER 40-18), Susquehanna River Basin, Pikes Creek, Luzerne County, Pennsylvania. Phase I Inspection Report by : GANNETT FLEMING CORDDRY AND CARPENTER INC HARRISBURG PA.
Download or read book National Dam Inspection Program. Pikes Creek Dam (NDS PA-00576/DER 40-18), Susquehanna River Basin, Pikes Creek, Luzerne 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 97 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.
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 1979-04 with total page 1022 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis National Dam Inspection Program. Humboldt Dam (NDI ID Number PA-00646 DER ID Number 40-61), Susquehanna River Basin, Wolffs Run, Luzerne County, Pennsylvania. Phase I Inspection Report by : Albert Charles Hooke
Download or read book National Dam Inspection Program. Humboldt Dam (NDI ID Number PA-00646 DER ID Number 40-61), Susquehanna River Basin, Wolffs Run, Luzerne County, Pennsylvania. Phase I Inspection Report written by Albert Charles Hooke and published by . This book was released on 1979 with total page 95 pages. Available in PDF, EPUB and Kindle. Book excerpt: Humboldt Dam is a homogeneous earthfill embankment with a masonry core-wall. The embankment is 974 feet long and 41 feet high at maximum section. A masonry gravity retaining wall, which acts as the spillway training wall, is at the right end of the embankment. The outlet works, which is near the middle of the embankment, consists of a masonry and corrugated metal intake structure with sluice gates, a 12-inch diameter cast-iron pipe(CIP), and a valve house at the toe of the dam. The intake structure is located on the upstream slope of the embankment; a bridge extends to it. Water supply pipes also extend from the intake structure. The masonry gravity spillway is at the right abutment of the dam. Its crest is 3.0 feet below the design elevation of the top of the dam and is 33.0 feet long. The spillway channel has a variable bottom width and a masonry gravity training wall on the left. The spillway channel extends along the right side of the valley.
Book Synopsis National Dam Inspection Program. Frances Slocum Dam (NDS-ID-PA-00574, DER-ID-40-218), Susquehanna River Basin, Abrahams Creek, Luzerne County, Pennsylvania. Phase I Inspection Report by : GANNETT FLEMING CORDDRY AND CARPENTER INC HARRISBURG PA.
Download or read book National Dam Inspection Program. Frances Slocum Dam (NDS-ID-PA-00574, DER-ID-40-218), Susquehanna River Basin, Abrahams Creek, Luzerne 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 81 pages. Available in PDF, EPUB and Kindle. Book excerpt: Based on the visual inspection, available records, calculations and past operational performance, Frances Slocum Dam is judged to be in good condition. The spillway will pass the Probable Maximum Flood (PMF) without overtopping the dam. Based on criteria established for these studies by the Department of the Army, Office of the Chief of Engineers (OCE), the spillway capacity is rated as adequate. The existing spillway can accommodate a flood with a peak inflow of 146 percent of the PMF flow. If the low areas of the top of the embankment were brought up to design grade, the spillway could accommodate a flood with a peak inflow of 154 percent of the PMF peak inflow.
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.
Book Synopsis National Dam Inspection Program. Pennsylvania Gas and Water Company. Griffin Dam (NDS ID Number 188). Susquehanna River Basin, Leggetts Creek, Lackawanna County, Pennsylvania. Phase I Inspection Report by : A. C. Hooke
Download or read book National Dam Inspection Program. Pennsylvania Gas and Water Company. Griffin Dam (NDS ID Number 188). Susquehanna River Basin, Leggetts Creek, Lackawanna County, Pennsylvania. Phase I Inspection Report written by A. C. Hooke and published by . This book was released on 1978 with total page 75 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.
Book Synopsis National Dam Inspection Program. Shickshinny Lake Dam (NDS-ID Number PA-572, DER-ID Number 40-220), Susquehanna River Basin, Shickshinny Creek, Luzerne County, Pennsylvania. Phase I Inspection Report by : KIMBALL (L ROBERT) AND ASSOCIATES EBENSBURG PA.
Download or read book National Dam Inspection Program. Shickshinny Lake Dam (NDS-ID Number PA-572, DER-ID Number 40-220), Susquehanna River Basin, Shickshinny Creek, Luzerne County, Pennsylvania. Phase I Inspection Report written by KIMBALL (L ROBERT) AND ASSOCIATES EBENSBURG PA. and published by . This book was released on 1980 with total page 77 pages. Available in PDF, EPUB and Kindle. Book excerpt: Shickshinny Lake Dam is an earthfill dam, 365 feet long and 33 feet high. The crest width of the dam is 17 feet. The upstream slope is 3H:1V and the downstream slope is 2.5H:1V. Both the upstream and downstream slopes are grass covered. Some riprap exists on the upstream slope. The principal spillway consists of a reinforced concrete riser and a 30 inch reinforced concrete pipe which passes under the dam. The top of the riser unit is provided with an anti-vortex device. A gate valve is provided on an inlet pipe just inside the riser unit. Based on our hydraulic and hydrologic analysis it was determined that the spillway and reservoir are capable of controlling approximately 52% of the PMF. Based on criteria established by the Corps of Engineers, the spillway is termed inadequate. No major deficiencies were observed during the inspection. Seepage was noted at the left abutment contact and did not appear to be excessive. Erosion was observed at the outlet structure for the spillway and drainline.
Book Synopsis National Dam Inspection Program. Campbells Ledge Dam NDII. D.-PA-00649 (DERI. D.-40-19), Susquehanna River Basin, Campbells Ledge Creek, Luzerne County, Pennsylvania. Pennsylvania Gas and Water Company. Phase I Inspection Report by : GANNETT FLEMING CORDDRY AND CARPENTER INC HARRISBURG PA.
Download or read book National Dam Inspection Program. Campbells Ledge Dam NDII. D.-PA-00649 (DERI. D.-40-19), Susquehanna River Basin, Campbells Ledge Creek, Luzerne County, Pennsylvania. Pennsylvania Gas and Water Company. 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 90 pages. Available in PDF, EPUB and Kindle. Book excerpt: Campbells Ledge Dam is two homogeneous earthfill embankments, both with reinforced-concrete core walls. The embankments are located at either end of the reservoir, which extends in a north-south direction. The north, or upstream, embankment is 590 feet long and 12 feet high at its maximum section. A canal flows into the reservoir at the east end of the embankment. The canal carries discharges from Falling Springs Dam. The flows are diverted into the canal to Campbells Ledge Dam by the Falling Springs Diversion Structure. The north embankment has no outlet works or spillway. The south, or downstream, embankment is 750 feet long and 33 feet high at its maximum section. A morning glory spillway, whose variable crest elevation weir is 14 feet in diameter, is located near the middle of the embankment. The dam is located on Campbells Ledge Creek, 1.5 miles northwest of Duryea, Pennsylvania.
Book Synopsis National Dam Inspection Program. Pine Run Dam Number 1 (NDS ID Number PA-648, DER ID Number 40-20), Susquehanna River Basin, Pine Run, Luzerne County, Pennsylvania. Phase I Inspection Report by : KIMBALL (L ROBERT) AND ASSOCIATES EBENSBURG PA.
Download or read book National Dam Inspection Program. Pine Run Dam Number 1 (NDS ID Number PA-648, DER ID Number 40-20), Susquehanna River Basin, Pine Run, Luzerne County, Pennsylvania. Phase I Inspection Report written by KIMBALL (L ROBERT) AND ASSOCIATES EBENSBURG PA. and published by . This book was released on 1980 with total page 107 pages. Available in PDF, EPUB and Kindle. Book excerpt: The assessment of Pine Run Dam No. 1 is based upon visual observations made at the time of inspection, review of available records and data, hydraulic and hydrologic computations and past operational performance. Pine Run Dam No. 1 appears to be in poor condition. Severe deterioration of the downstream slope, in particular, the overflow section, exists. The concrete has extensive cracks, and deteriorated portions. Seepage is passing through portions of the dam and under the spillway slabs. The mortar between the masonry blocks on the exposed downstream slope has eroded. The concrete buttresses have severely deteriorated and show stress cracks. The stability analysis conducted for this study which was based on assumed strength parameters indicates that the dam is unstable with water levels corresponding to the top of the non-overflow section (elevation 949.0). Pine Run Dam No. 1 is a high hazard-intermediate size dam. The recommended spillway design flood (SDF) for this dam is the PMF. The spillway and reservoir are capable of controlling approximately 30% of the PMF without overtopping the embankment. Based on criteria established by the Corps of Engineers, the spillway is termed seriously inadequate. If Pine Run Dam No. 1 fails due to overtopping, the hazard to loss of life and property immediately downstream of the dam would be significantly increased from that which would exist just prior to the overtopping. Pine Run Dam No. 1 is classified as an unsafe non-emergency dam. (Author).
Book Synopsis National Dam Inspection Program. Wadham Creek Dam (NDI-PA-00547, PennDer-40-209), Susquehanna River Basin, Wadham Creek, Luzerne County, Pennsylvania. Phase I Inspection Report by : GAI CONSULTANTS INC MONROEVILLE PA.
Download or read book National Dam Inspection Program. Wadham Creek Dam (NDI-PA-00547, PennDer-40-209), Susquehanna River Basin, Wadham Creek, Luzerne County, Pennsylvania. Phase I Inspection Report written by GAI CONSULTANTS INC MONROEVILLE PA. and published by . This book was released on 1980 with total page 100 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 its hazard classification is considered to be high. In accordance with the recommended guidelines, the Spillway Design Flood (SDF) for the facility 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 that could be associated with a sudden breach of the embankment, the SDF is considered to be the PMF. Results of hydrologic and hydraulic analysis indicate the spillway for Wadham Creek Dam is capable of passing and/or storing the PMF. Consequently, the spillway is considered adequate.
Book Synopsis National Dam Inspection Program. Pennsylvania Gas and Water Company. Olyphant Number 2 Dam (NDS ID Number 382). Susquehanna River Basin, Grassy Island Creek, Lackawanna County, Pennsylvania. Phase I Inspection Report by : A. C. Hooke
Download or read book National Dam Inspection Program. Pennsylvania Gas and Water Company. Olyphant Number 2 Dam (NDS ID Number 382). Susquehanna River Basin, Grassy Island Creek, Lackawanna County, Pennsylvania. Phase I Inspection Report written by A. C. Hooke and published by . This book was released on 1978 with total page 78 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.
Book Synopsis National Dam Inspection Program. Lake of the Four Seasons Dam (NDS-ID Number PA-568, DER-ID Number 40-225) Susquehanna River Basin, Oley Creek, Luzerne County, Pennsylvania. Phase I Inspection Report by : R. Jeffrey Kimball
Download or read book National Dam Inspection Program. Lake of the Four Seasons Dam (NDS-ID Number PA-568, DER-ID Number 40-225) Susquehanna River Basin, Oley Creek, Luzerne County, Pennsylvania. Phase I Inspection Report written by R. Jeffrey Kimball and published by . This book was released on 1980 with total page 103 pages. Available in PDF, EPUB and Kindle. Book excerpt: The Lake of the Four Seasons Dam consists of two earthfill impounding structures. The main embankment (dam) is an earthfill dam, 1500 feet long and 29 feet high. At the left abutment of the main embankment (dam) are two spillways. One spillway consists of a concrete culvert type spillway, modified to function as an orifice. Immediately adjacent to the concrete structure at the left abutment is an open earth cut channel which serves as a temporary auxiliary spillway for the dam. The second impounding structure (dike) is located approximately 1/2 mile southwest of the main embankment. The dike is approximately 600 feet long, and 26 feet high. A permanent concrete ogee spillway is located approximately 500 feet southwest of the dike on the left abutment. The spillway and reservoir are capable of controlling approximately 54% of the PMF. Definitions used by the Corps of Engineers indicate that the spillway should be rated as inadequate. However, the temporary and permanent (as designed) auxiliary spillway has the potential for erosion of the exit channel and subsequent erosion of the toe of dam. It is possible that a failure of the dam could result at less than 1/2 PMF by erosion of the embankment toe.
Book Synopsis National Dam Inspection Program. Wanamie Dam (NDI ID Number PA-00552, DER ID Number 40-21), Susquehanna River Basin, Wanamie Run, Luzerne County, Pennsylvania. Phase I Inspection Report by : Frederick Futchko
Download or read book National Dam Inspection Program. Wanamie Dam (NDI ID Number PA-00552, DER ID Number 40-21), Susquehanna River Basin, Wanamie Run, Luzerne County, Pennsylvania. Phase I Inspection Report written by Frederick Futchko and published by . This book was released on 1980 with total page 79 pages. Available in PDF, EPUB and Kindle. Book excerpt: Based on available records, visual inspection, calculations, past operational performance, and consideration of the existing normal pool level, Wanamie Dam is judged to be in fair condition. The existing spillway is a gorge that was eroded when the spillway washed out in 1955. The spillway can pass the Probable Maximum Flood (PMF), which is the Spillway Design Flood (SDF), with 7.9 feet of freeboard. Based on the size and hazard classification of the dam, the recommended SDF varies between the 1/2 PMF and the PMF. The selected SDF is based on the criteria and the downstream conditions. The pool level at maximum PMF level is 5.2 feet below the normal pool level that existed prior to 1955. The spillway capacity is rated as adequate. This rating is dependent upon removal of the remains of the timber structure in the spillway. The only significant stability problem that exists at the embankment is a bulge near the left abutment of the embankment. The owner presently has no intention of returning the dam to its design condition because there is no present requirement for increased water supply storage at the dam. There are no functional emergency drawdown facilities at the dam. Maintenance of the dam is inadequate.
