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Susquehanna River Basin Lake Sheridan Outlet Wyoming County Pennsylvania Lake Sheridan Dam Nds Id No Pa 744 Der Id No 66 45 Lake Sheridan Cottagers Association Phase 1 Inspection Report National Dam Inspection Program
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Book Synopsis SUSQUEHANNA RIVER BASIN; LAKE SHERIDAN OUTLET, WYOMING COUNTY, PENNSYLVANIA, LAKE SHERIDAN DAM, NDS ID NO. PA-744 DER ID NO. 66-45, LAKE SHERIDAN COTTAGERS ASSOCIATION, 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 SHERIDAN OUTLET, WYOMING COUNTY, PENNSYLVANIA, LAKE SHERIDAN DAM, NDS ID NO. PA-744 DER ID NO. 66-45, LAKE SHERIDAN COTTAGERS ASSOCIATION, 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 1980 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis National Dam Inspection Program. Lake Sheridan Dam (NDS-ID Number PA-744 DER-ID Number 66-45), Susquehanna River Basin, Lake Sheridan Outlet, Wyoming County, Phase I Inspection Report by : KIMBALL (L ROBERT) AND ASSOCIATES EBENSBURG PA.
Download or read book National Dam Inspection Program. Lake Sheridan Dam (NDS-ID Number PA-744 DER-ID Number 66-45), Susquehanna River Basin, Lake Sheridan Outlet, Wyoming County, 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 90 pages. Available in PDF, EPUB and Kindle. Book excerpt: Lake Sheridan Dam is a rubble masonary and concrete gravity dam. The dam is 89 feet long and 9 feet high. The intercore of the dam consists of the original rubble masonry construction. The concrete portion of the dam was added during the 1966 modifications. The dam consists of an overflow and a non-overflow section. The overflow section of the dam serves as the normal spillway for the reservoir. The crest length of the spillway is 40 feet. A reservoir drain valve is located on the upstream end of the right non-overflow section. In general, the dam appears to be in good condition. The spillway design flood for this dam is the 1/2 PMF to PMF. The spillway design flood was selected as the PMF (probable maximum flood) based on the downstream potential for loss of life and property damage. The spillway is capable of controlling only 2% of the PMF. Based on criteria established by the Corps of Engineers, the spillway is termed inadequate. Since Lake Sheridan Dam's non-overflow section consists of a concrete section over rubble masonry, the non-overflow section should be capable of safely controlling a partial overflow. However, the amount of overtopping that can be safely controlled is unknown. In this case the amount of overtopping is directly related to the structural stability of the dam. No visible seepage or other obvious deficiencies affecting the stability of the dam were noted during the inspection.
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 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 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 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. 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.
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 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. 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, 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. 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 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. Minkler Lake Dam (NDI I.D. PA-0052 DER I.D. 058-026), Susquehanna River Basin, Apalachin Creek, Susquehanna County, Pennsylvania. Phase I Inspection Report by : Lawrence D. Andersen
Download or read book National Dam Inspection Program. Minkler Lake Dam (NDI I.D. PA-0052 DER I.D. 058-026), Susquehanna River Basin, Apalachin 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 62 pages. Available in PDF, EPUB and Kindle. Book excerpt: Based on the evaluation of existing conditions, the condition of Minkler Lake Dam is considered to be poor. This dam appears to be essentially abandoned and is not being maintained. Upstream and downstream faces are covered with thick brush and trees. The upstream face of the dam lacks erosion protection and significant shoreline erosion exists at various sections along the upstream face. Operating equipment for the low level outlet pipe has collapsed and is not functional. Concrete in the spillway wing walls have deteriorated, requiring repairs.
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. Stone Lake Dam (NDI I.D. PA-0055, DER I.D. 058-129), Susquehanna River Basin, Stonestreet Creek, Susquehanna County, Pennsylvania. Phase I Inspection Report by : Lawrence D. Andersen
Download or read book National Dam Inspection Program. Stone Lake Dam (NDI I.D. PA-0055, DER I.D. 058-129), Susquehanna River Basin, Stonestreet 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 61 pages. Available in PDF, EPUB and Kindle. Book excerpt: Based on the evaluation of the existing conditions, the condition of Stone Lake Dam is considered to be good. At this time, no conditions were observed that would significantly affect the overall performance of the structure. The spillway capacity was evaluated according to the recommended procedures and was found to pass the required spillway design flood of 50 percent of the PMF. Therefore, the spillway capacity is rated as adequate.
