Read Books Online and Download eBooks, EPub, PDF, Mobi, Kindle, Text Full Free.
Susquehanna River Basin Lake Strause Dam Lake Strause Incorporated Ndi No Pa 01010 Der No 38 068 Lebanon County Pennsylvania Phase 1 Inspection Report National Dam Inspection Program
Download Susquehanna River Basin Lake Strause Dam Lake Strause Incorporated Ndi No Pa 01010 Der No 38 068 Lebanon County Pennsylvania Phase 1 Inspection Report National Dam Inspection Program full books in PDF, epub, and Kindle. Read online Susquehanna River Basin Lake Strause Dam Lake Strause Incorporated Ndi No Pa 01010 Der No 38 068 Lebanon County Pennsylvania Phase 1 Inspection Report National Dam Inspection Program ebook anywhere anytime directly on your device. Fast Download speed and no annoying ads. We cannot guarantee that every ebooks is available!
Book Synopsis SUSQUEHANNA RIVER BASIN; LAKE STRAUSE DAM, LAKE STRAUSE INCORPORATED, NDI NO. PA-01010, DER NO. 38-068, LEBANON COUNTY, PENNSYLVANIA, PHASE 1 INSPECTION REPORT, NATIONAL DAM INSPECTION PROGRAM. by : United States. Army. Corps of Engineers. Baltimore District
Download or read book SUSQUEHANNA RIVER BASIN; LAKE STRAUSE DAM, LAKE STRAUSE INCORPORATED, NDI NO. PA-01010, DER NO. 38-068, LEBANON COUNTY, PENNSYLVANIA, 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 Susquehanna River Basin, Branch of Kitchen Creek, Luzerne County, Pennsylvania by : National Dam Inspection Program
Download or read book Susquehanna River Basin, Branch of Kitchen Creek, Luzerne County, Pennsylvania written by National Dam Inspection Program and published by . This book was released on 1980 with total page 190 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis National Dam Inspection Program. Reservation Dam, (NDI Number PA-00014, Pennder Number 38-78) Susquehanna River Basin, Indiantown Run, Lebanon County, Pennsylvania. Phase I Inspection Report by : GAI CONSULTANTS INC MONROEVILLE PA.
Download or read book National Dam Inspection Program. Reservation Dam, (NDI Number PA-00014, Pennder Number 38-78) Susquehanna River Basin, Indiantown Run, Lebanon 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 85 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 good 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 possibly 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 about 77 percent of the PMF prior to embankment overtopping. Consequently the spillway is assessed as being inadequate, but not seriously inadequate. Deficiencies noted by the inspection team included the following: (1) large trees rooted within the downstream embankment face; (2) a damaged and inadequate spillway discharge channel; and (3) a bent gate stem and partially obstructed outlet associated with the blowoff conduit.
Book Synopsis National Dam Inspection Program. Bel-Air Lake Dam (NDI I.D. PA-0066, DER I.D. 058-116), Susquehanna River Basin, Tributary of Snake Creek, Susquehanna County, Pennsylvania. Phase I Inspection Report by :
Download or read book National Dam Inspection Program. Bel-Air Lake Dam (NDI I.D. PA-0066, DER I.D. 058-116), Susquehanna River Basin, Tributary of Snake Creek, Susquehanna County, 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: The condition of Bel-Air Lake Dam is considered to be unsafe/ nonemergency due to a seriously inadequate spillway capacity. The overall condition of the dam is considered to be fair. Although at this time no signs of significant distress were observed, it appears that the center of the dam has significantly settled. The design drawings show the design freeboard to be five feet, but the available freeboard is only approximately two feet. It also appears that fill has been placed on the downstream slope, increasing the crest width from the design value of 10 feet to about 30 feet near the center line of the dam and greater than 50 feet near the left abutment. The dam has no functional low level outlet facility.
Book Synopsis Susquehanna River Basin, Mill Creek, Lycoming County, Pennsylvania by : National Dam Inspection Program
Download or read book Susquehanna River Basin, Mill Creek, Lycoming County, Pennsylvania written by National Dam Inspection Program and published by . This book was released on 1980 with total page 118 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis National Dam Inspection Program. Forest Lake Dam (NDI ID Number PA-00968, DER ID Number 58-21), Susquehanna River Basin, Forest Lake Creek, Susquehanna County, Pennsylvania. Phase I Inspection Report by : Gideon Yachin
Download or read book National Dam Inspection Program. Forest Lake Dam (NDI ID Number PA-00968, DER ID Number 58-21), Susquehanna River Basin, Forest Lake Creek, Susquehanna County, Pennsylvania. Phase I Inspection Report written by Gideon Yachin and published by . This book was released on 1981 with total page 70 pages. Available in PDF, EPUB and Kindle. Book excerpt: Forest Lake Dam is located on Forest Lake Creek in Forest Lake Township, Susquehanna County, Pennsylvania. The original purpose of the impounded water was for ice harvesting and recreation. Additionally, water releases from the impoundment activated a saw mill. Presently, the lake is being used for recreation. The overall appearance of the dam is poor. Location of observed deficiencies are shown on the General Plan. The profile and typical sections of the dam are presented and are based on field survey made on the day of inspection. The survey datum for this inspection is elevation 1527 feet above mean sea level which is stamped on the USGS Bench Mark (No. TT15K, 1931) on the large sandstone slab, upstream of the service spillway. On the inspection date (12/10/1980), the lake was being drawn down for the winter. The lake level was approximately at elevation 1523.6, or 2.8 feet below its normal level. Deficiencies observed during the field inspection are described. Visible features are depicted in photographs.
Book Synopsis National Dam Inspection Program. Lake Walter Dam (NDI I.D. Number PA-0080 DER I.D. Number 058-135) Susquehanna River Basin. Tributary of Messhoppen Creek, Susquehanna County, Pennsylvania. Phase I Inspection Report by : Lawrence D. Andersen
Download or read book National Dam Inspection Program. Lake Walter Dam (NDI I.D. Number PA-0080 DER I.D. Number 058-135) Susquehanna River Basin. Tributary of Messhoppen Creek, Susquehanna County, Pennsylvania. Phase I Inspection Report written by Lawrence D. Andersen and published by . This book was released on 1981 with total page 64 pages. Available in PDF, EPUB and Kindle. Book excerpt: Lake Walter Dam is located on Spring Run, approximately one mile upstream of its confluence with Meshoppen Creek in Springville Township, Susquehanna County, Pennsylvania. The condition of Lake Walter Dam is considered to be good. The only significant condition noted which requires further attention is the lack of erosion protection in the emergency spillway discharge channel. The swampy condition at the toe of the dam is not considered to be significant at this time; however, the condition should be monitored to document if seepage is developing.
Book Synopsis Susquehanna River Basin, Shickshinny Creek, Luzerne County, Pennsylvania by : National Dam Inspection Program
Download or read book Susquehanna River Basin, Shickshinny Creek, Luzerne County, Pennsylvania written by National Dam Inspection Program and published by . This book was released on 1980 with total page 128 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis National Dam Safety Program. Penn Nursery Dam (NDI I.D. Number PA-00470, Penn DER I.D. Number 14-117), Susquehanna River Basin, Potter Run, Centre County, Pennsylvania. Phase I Inspection Report by : Bernard M. Mihalcin
Download or read book National Dam Safety Program. Penn Nursery Dam (NDI I.D. Number PA-00470, Penn DER I.D. Number 14-117), Susquehanna River Basin, Potter Run, Centre County, Pennsylvania. Phase I Inspection Report written by Bernard M. Mihalcin and published by . This book was released on 1980 with total page 82 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 good 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 possibly 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 92 percent of the PMF prior to embankment overtopping. Based on screening criteria contained in the recommended guidelines, the spillway is considered to be inadequate, but not seriously inadequate. Deficiencies noted by the inspection team included a seepage condition along a portion of the downstream embankment toe approximately 160 feet to the right of the left abutment hillside and a minor vertical crack in the concrete spillway overflow wall.
Book Synopsis National Dam Safety Program. Parker Dam (NDI Number PA 01126, PennDER Number 17-87), Susquehanna River Basin, Laurel Run, Clearfield County, Pennsylvania. Phase I Inspection Report by : John A. Dziubek
Download or read book National Dam Safety Program. Parker Dam (NDI Number PA 01126, PennDER Number 17-87), Susquehanna River Basin, Laurel Run, Clearfield County, Pennsylvania. Phase I Inspection Report written by John A. Dziubek and published by . This book was released on 1980 with total page 71 pages. Available in PDF, EPUB and Kindle. Book excerpt: Parker Dam is classified as a 'Significant' hazard - 'Small' size dam. The dam and reservoir, owned by the Commonwealth of Pennsylvania, Department of Environmental Resources, are used for recreational purposes. The dam and appurtenant structures were found to be in good overall condition at the time of the inspection. A spillway design flood (SDF) in the range of the 100-year flood to the 1/2 Probable Maximum Flood (1/2 PMF) is required for Parker Dam. Since the dam is in the middle of the 'Small' size category according to storage capacity, the 1/2 PMF was selected as the SDF. Hydrologic/hydraulic evaluations, performed in accordance with procedures established by the Baltimore District of the U.S. Army Corps of Engineers, revealed that the available spillway capacity is much greater than the maximum flow expected during the SDF. Therefore, the dam will not be overtopped during the SDF and the spillways are considered to be 'adequate'.
Book Synopsis National Dam Inspection Program. Perrins Marsh Dam (NDI I.D. PA-0886, DER I.D. 066-005), Susquehanna River Basin Whitelock Creek, Wyoming County, Pennsylvania. Phase I Inspection Report by : Lawrence D. Andersen
Download or read book National Dam Inspection Program. Perrins Marsh Dam (NDI I.D. PA-0886, DER I.D. 066-005), Susquehanna River Basin Whitelock Creek, Wyoming County, Pennsylvania. Phase I Inspection Report written by Lawrence D. Andersen and published by . This book was released on 1981 with total page 55 pages. Available in PDF, EPUB and Kindle. Book excerpt: Perrins Marsh Dam, which is also known as Brown's Pond Dam or Schoonover's Lake, consists of a six-foot-high stone wall, backed by earth fill on the upstream side. In its present configuration, the dam appears to be about 50 to 60 feet long, with a 28-foot-long segment forming the overflow section of the dam. The overflow section is capped with a six-foot-wide concrete slab which appears to be about one foot thick. The earth fills flanking the overflow section gradually merge into the natural abutments with no discernible embankment-abutment junction. The dam does not appear to have any low level outlet facilities. It appears that this dam was constructed at the outlet of a natural lake to raise the lake level. The dam is classified to be in the significant hazard category. Below the dam, Whitelock Creek flows about 150 feet, falls over a stone wall, then flows under a bridge. A house located downstream of the bridge is considered to be in the floodplain of the creek. The stream flows adjacent to a rural residential area for approximately one mile, and then discharges to an essentially uninhabited valley. It is estimated that a failure of this dam would likely cause damage to the downstream bridges and property in the rural residential area. Loss of a few lives is considered possible.
Book Synopsis National Dam Safety Program. Poe Dam (NDI I.D. Number PA-00471, Penn Der I.D. Number 14-105), Susquehanna River Basin, Big Poe Creek, Centre County, Pennsylvania. Phase I Inspection Report by : Bernard M. Mihalcin
Download or read book National Dam Safety Program. Poe Dam (NDI I.D. Number PA-00471, Penn Der I.D. Number 14-105), Susquehanna River Basin, Big Poe Creek, Centre County, Pennsylvania. Phase I Inspection Report written by Bernard M. Mihalcin and published by . This book was released on 1980 with total page 79 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 good condition. The size classification is considered to be high. In accordance with recommended guidelines, the Spillway Design Flood (SDF) for this facility ranges between the 1/2 PMF (Probable Maximum Flood) and the PMF. Due to the high potential for damage to downstream structures and possibly loss of life, the SDF is considered to be the PMF. Results of the hydrologic and hydraulic analysis is indicate the facility will pass and/or store approximately 75 percent of the PMF prior to embankment overtopping. As a result, the spillway is deemed inadequate, but not seriously inadequate.
Book Synopsis National Dam Inspection Program. Acre Pond Dam (NDI ID Number PA-00973, DER ID Number 58-34), Susquehanna River Basin, Partners Creek, Susquehanna County, Pennsylvania. Phase I Inspection Report by :
Download or read book National Dam Inspection Program. Acre Pond Dam (NDI ID Number PA-00973, DER ID Number 58-34), Susquehanna River Basin, Partners Creek, Susquehanna County, Pennsylvania. Phase I Inspection Report written by and published by . This book was released on 1981 with total page 59 pages. Available in PDF, EPUB and Kindle. Book excerpt: Based on visual inspection, Acre Pond Dam is judged to be in fair structural condition. In the absence of an adequate spillway, the dam is subject to frequent overtopping. Based on the location of the downstream dwellings and the fact that a few lives could be lost should the dam fail, the dam is classified as a significant hazard dam. Since the spillway cannot pass the 100- year flood without overtopping the dam, the spillway is rated as inadequate. Although there is some seepage thru the dam, there is no evidence of structural instability. There is no formal inspection and maintenance program or warning system and evacuation plan in effect at Acre Pond Dam. The dam is not properly maintained.
Book Synopsis National Dam Inspection Program. Warner Dam (NDI Number PA 00975, PennDER Number 58-71), Susquehanna River Basin, Tributary of Snake Creek, Susquehanna County, Pennsylvania. Phase I Inspection Report by : John A. Dziubek
Download or read book National Dam Inspection Program. Warner Dam (NDI Number PA 00975, PennDER Number 58-71), Susquehanna River Basin, Tributary of Snake Creek, Susquehanna County, Pennsylvania. Phase I Inspection Report written by John A. Dziubek and published by . This book was released on 1981 with total page 67 pages. Available in PDF, EPUB and Kindle. Book excerpt: Warner Dam is owned by William S. Newlin, Jr., and is classified as a 'Low' hazard - 'Small' size dam. The dam was found to be in fair overall condition at the time of inspection. Hydraulic/hydrologic evaluations revealed that the spillway capacity is less than the peak inflow to the impoundment during the 100-year flood. A spillway design flood (SDF) in the range of the 50- year flood to the 100-year flood is required for Warner Dam. The 100-year flood was chosen as the SDF. The spillway is therefore considered 'Inadequate.' It is recommended that the owner immediately develop remedial measures to provide adequate spillway capacity. The inspection revealed certain items of remedial work which should be performed by the owner without delay. These include: (1) Provide adequate spillway capacity; (2) Repair the spalling on the downstream face of the concrete corewall; (3) Ensure that the outlet works are operable, or develop an emergency drawdown plan; and (4) Cut all trees on the embankment at ground level. All trees with a trunk diameter greater than 3 inches should have their root systems removed. All resultant areas of erosion and cavities should be filled, graded, compacted and seeded. In addition, the following operational measures are recommended to be undertaken by the owner: (1) Develop a detailed emergency operation and warning system; (2) During periods of unusually heavy rainfall, provide around-the-clock surveillance of the dam; and (3) When warning of a storm of major proportions is given by the National Weather Service, activate the emergency operation and warning system.
Book Synopsis National Dam Inspection Program. Briar Creek Dam (NDI ID Number PA-00651, DER ID Number 19-77, SCS ID Number PA-497), Susquehanna River Basin, East Branch Briar Creek, Columbia County, Pennsylvania. Phase I Inspection Report by : Albert Charles Hooke
Download or read book National Dam Inspection Program. Briar Creek Dam (NDI ID Number PA-00651, DER ID Number 19-77, SCS ID Number PA-497), Susquehanna River Basin, East Branch Briar Creek, Columbia County, Pennsylvania. Phase I Inspection Report written by Albert Charles Hooke and published by . This book was released on 1979 with total page 89 pages. Available in PDF, EPUB and Kindle. Book excerpt: Based on visual inspection, available records, calculations and past operational performance, Briar Creek Dam is judged to be in good condition. The existing spillway can pass the Probable Maximum Flood (PMF) without overtopping of the dam. The spillway capacity is rated as adequate. There is a slope stability analysis for the embankment, which indicates that the embankment has adequate factors of safety. There is no evidence of significant problems threatening the embankment. A slide and sinkholes have developed in the auxiliary spillway.
Book Synopsis National Dam Inspection Program. Middle Creek Dam (NDI Number PA-00731, DER Number 36-259), Susquehanna River Basin, Lancaster County, Pennsylvania. Phase I Inspection Report by : BERGER ASSOCIATES INC HARRISBURG PA.
Download or read book National Dam Inspection Program. Middle Creek Dam (NDI Number PA-00731, DER Number 36-259), Susquehanna River Basin, Lancaster County, Pennsylvania. Phase I Inspection Report written by BERGER ASSOCIATES INC HARRISBURG PA. and published by . This book was released on 1979 with total page 74 pages. Available in PDF, EPUB and Kindle. Book excerpt: Middle Creek Dam is an earthfill, sheetpile and concrete structure with a total length of about 500 feet. The height of the dam is 18 feet above the streambed with the maximum height of embankment being 10 feet above natural ground. The center half of the structure is a 250 foot long spillway and control structure constructed of two parallel lines of sheetpiling retaining a zoned fill and is capped with concrete. The 15 feet wide control structure is accessible from the left abutment by a walkway. The structure contains a minimum flow sluice gate and a 18-inch by 36-inch drawdown sluice gate. The downstream area, below the vertical drop weir, is protected with an 18-inch thick concrete slab. The spillway is connected with concrete cutoff walls on top of sheetpiles to the earth embankment at the abutments. The top of the dam is 4.0 feet above weir crest.
Book Synopsis National Dam Inspection Program. Colyer Lake Dam (NDS ID Number PA-00448, PennDER ID Number 14-112), Susquehanna River Basin, Sinking Creek, Centre County, Pennsylvania. Phase I Inspection Report by : GAI CONSULTANTS INC MONROEVILLE PA.
Download or read book National Dam Inspection Program. Colyer Lake Dam (NDS ID Number PA-00448, PennDER ID Number 14-112), Susquehanna River Basin, Sinking Creek, Centre County, Pennsylvania. Phase I Inspection Report written by GAI CONSULTANTS INC MONROEVILLE PA. and published by . This book was released on 1979 with total page 109 pages. Available in PDF, EPUB and Kindle. Book excerpt: Colyer Lake Dam is a zoned earth embankment approximately 38 feet high and 700 feet long. Including the spillway system, the length of the facility is approximately 780 feet. The dam is provided with an ungated concrete rectangular spillway and plunge pool located on the right abutment. The spillway consists of a 69-foot wide trapezoidal weir section aside a 10-foot wide rectangular flume section (inside dimensions), separated by a concrete wall. The outlet works consist of a 4-foot square reinforced concrete outlet connected to a rectangular vertical riser. Discharge through the outlet is controlled by stop logs that are set in grooves within the riser. The visual inspection, operational history, and hydrologic/hydraulic analysis indicate the facility is in good condition. Based on the recommended guidelines, the Spillway Design Flood (SDF) for this facility is the Probable Maximum Flood (PMF). Hydrologic and hydraulic calculations performed for this Phase I study indicate that the discharge/storage capacity of the dam can accommodate a flood of magnitude equal to about 77 percent of the PMF prior to overtopping of the dam. Therefore, the spillway system is considered to be inadequate.
