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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
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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. 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 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 Government Reports Annual Index: Keyword A-L by :
Download or read book Government Reports Annual Index: Keyword A-L written by and published by . This book was released on 1982 with total page 1016 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis National Dam Inspection Program. Monroe Lake Dam (NDI I.D. Number PA-00633, PennDER I.D. Number 45-117), Delaware River Basin, Bear Swamp Run, Monroe County, Pennsylvania. Phase I Inspection Report by : Bernard M. Mihalcin
Download or read book National Dam Inspection Program. Monroe Lake Dam (NDI I.D. Number PA-00633, PennDER I.D. Number 45-117), Delaware River Basin, Bear Swamp Run, Monroe County, Pennsylvania. Phase I Inspection Report written by Bernard M. Mihalcin and published by . This book was released on 1981 with total page 95 pages. Available in PDF, EPUB and Kindle. Book excerpt: Monroe Lake Dam is located on Bear Swamp Run, a tributary to Marshall Creek, in Middle Smithfield Township, Monroe County, Pennsylvania. The facility is less than five miles north of the community of Marshalls Creek, Pennsylvania and approximately eight miles north of the city of East Stroudsburg, Pennsylvania. Observations made during the visual inspection indicate the embankment is in fair condition. The structure is characterized as very irregular and poorly aligned both horizontally and vertically. The downstream embankment toe is partially inundated by water that may be attributable to seepage through the embankment and/or leakage through or around the conduit. The water is trapped in a trough area between the embankments of the dam and the downstream roadway. The condition may be exaggerated because the drainage culvert under the road appears to be partially obstructed. Minor erosion was observed along both the upstream and downstream dam faces. Although particularly evident along the upstream slope adjacent the outlet riser and along the steepest portions of the downstream slope, the erosion is not considered to be significant at this time. Field measurements indicate low areas along the embankment crest between one-half and two feet below the elevation of the left spillway wingwall. The crest is covered with gravel and the slopes with weedlike vegetation.
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 199? with total page 1008 pages. Available in PDF, EPUB and Kindle. Book excerpt:
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. Wild Acres Lake Dam (NDI I.D. Number PA-00407, PennDER I.D. Number 52-65), Delaware River Basin, Branch of Hornbecks Creek, Pike County, Pennsylvania. Phase I Inspection Report by : Bernard M. Mihalcin
Download or read book National Dam Inspection Program. Wild Acres Lake Dam (NDI I.D. Number PA-00407, PennDER I.D. Number 52-65), Delaware River Basin, Branch of Hornbecks Creek, Pike County, Pennsylvania. Phase I Inspection Report written by Bernard M. Mihalcin and published by . This book was released on 1981 with total page 95 pages. Available in PDF, EPUB and Kindle. Book excerpt: Wild Acres Lake Dam is located on a branch of Hornbecks Creek in Delaware Township, Pike County, Pennsylvania. The facility is an integral part of the surrounding development known as Wild Acres. The community is nestled in the mountains of Pike County less than five miles west of U.S. Route 209 which parallels the Delaware River in this area. Observations made during the visual inspection indicate the embankment and adjacent dike are in good condition. Heavy brush growth and small trees were observed along the embankment crest and upstream face. No evidence of seepage through the downstream embankment face, excess settlement, sloughing, erosion or animal burrows was encountered by the inspection team. Some rock slope protection has been displaced immediately adjacent the spillway right wingwall, leaving small bare areas on both the upstream and downstream embankment faces. The top of the concrete corewall exhibits excessive cracking and spalling along its entire length except for that portion associated with the dike along the right abutment which is in relatively good condition.
Book Synopsis National Dam Inspection Program. North Arrowhead Lake Dam (NDI ID PA 00743, PA DER 45-246), Delaware River Basin, Unnamed Tributary of Trout Creek, Pennsylvania. Phase I Inspection Report by :
Download or read book National Dam Inspection Program. North Arrowhead Lake Dam (NDI ID PA 00743, PA DER 45-246), Delaware River Basin, Unnamed Tributary of Trout Creek, Pennsylvania. Phase I Inspection Report written by and published by . This book was released on 1981 with total page 86 pages. Available in PDF, EPUB and Kindle. Book excerpt: North Arrowhead Lake Dam is an 11-year old earth embankment which impounds a lake used for recreational purposes. The dam is constructed in two sections: a,1400-foot long, 21-foot high earth embankment dam with a 60-foot wide concrete ogee spillway at its eastern abutment, and a 970-foot long, 14- foot high earth embankment levee, located approximately 1,000 feet to the east of the dam. Thee spillway is classified as 'Adequate'. Based upon visual inspection of the dam and review of the drawings provided by the Pennsylvania Department of Environmental Resources (DER), North Arrowhead Lake Dam is considered to be in poor condition.
Book Synopsis National Dam Inspection Program. Silver Lake Dam (NDI ID PA 00791, PA DER 9-78), Delaware River Basin, Van Horn Creek, Pennsylvania. Phase I Inspection Report by : Peter C. Johnson
Download or read book National Dam Inspection Program. Silver Lake Dam (NDI ID PA 00791, PA DER 9-78), Delaware River Basin, Van Horn Creek, Pennsylvania. Phase I Inspection Report written by Peter C. Johnson and published by . This book was released on 1981 with total page 63 pages. Available in PDF, EPUB and Kindle. Book excerpt: Silver Lake Dam is an earth embankment about 350 feet long and 15 feet high at its maximum section. An ungated overflow masonry spillway is located at the approximate midpoint of the embankment. Silver Lake Dam has a maximum storage capacity of 51 acre feet and a maximum height of 15 feet. The dam is therefore classified as 'Small' size structure. Because of the potential for the possible loss of a few lives and appreciable property losses in the damage area, located about 0.6 miles downstream, the dam is considered to be a 'Significant' hazard structure. The selected Spillway Design Flood (SDF) for Silver Lake Dam ('Small' size, 'Significant' hazard) is the one hundred year storm. An examination of the hydrologic and hydraulic analyses indicates that the spillway is not capable of passing the SDF without the dam being overtopped. The spillway is classified as 'Inadequate'. Based on visual observations and a review of the information obtained from the Pennsylvania Department of Environmental Resources, Silver Lake Dam appears to be in fair condition.
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 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. Sincavage Lumber Company Dam (Lake Sinca Dam), (NDI ID PA 00604, PA DER 45-238), Delaware River Basin, Unnamed Tributary of Two Mile Run, Monroe County, Pennsylvania. Phase I Inspection Report by :
Download or read book National Dam Inspection Program. Sincavage Lumber Company Dam (Lake Sinca Dam), (NDI ID PA 00604, PA DER 45-238), Delaware River Basin, Unnamed Tributary of Two Mile Run, Monroe County, Pennsylvania. Phase I Inspection Report written by and published by . This book was released on 1981 with total page 69 pages. Available in PDF, EPUB and Kindle. Book excerpt: The Dam is a 23.5-foot high, 1,100-foot long earth embankment, constructed in 1969 to impound water for recreational use. The dam has an average crest width of 14 feet and a typical downstream slope of 2.5H:1V. The upstream face of the dam slopes at approximately 3H:1V and is protected with random size loose riprap. The principal spillway, including the low level outlet system, is located near the center of the dam and consists of a 4-foot square drop inlet structure, an 18-inch square low level sluice gate, and a 30-inch diameter corrugated metal pipe, which conveys discharge from the intake structure to the principal spillway discharge channel. A 75-foot wide emergency spillway is located at the northeastern dam abutment. Based upon the visual inspection of the dam and review of the drawings, the dam is considered to be in poor condition.
Book Synopsis National Dam Inspection Program. Deer Lake Dam (NDI ID Number-PA-00698, DER ID Number-64-202), Delaware River Basin, Tributary to Lake Wallenpaupak, Wayne County, Pennsylvania. Phase I Inspection Report by : Frederick Futchko
Download or read book National Dam Inspection Program. Deer Lake Dam (NDI ID Number-PA-00698, DER ID Number-64-202), Delaware River Basin, Tributary to Lake Wallenpaupak, Wayne County, Pennsylvania. Phase I Inspection Report written by Frederick Futchko and published by . This book was released on 1981 with total page 67 pages. Available in PDF, EPUB and Kindle. Book excerpt: The purpose of a 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 investigations, 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. Phase I inspections are not intended to provide detailed hydrologic and hydraulic analyses. In accordance with the established Guidelines, the spillway design flood is based on the estimated 'Probable Maximum Flood' for the region (greatest reasonably possible storm runoff), or fractions thereof. The spillway design flood provides a measure of relative spillway capacity and serves as an aid in determining the need for more detailed hydrologic and hydraulic studies, considering the size of the dam, its general condition and the downstream damage potential.
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. Maple Lake Dam. Delaware River Basin, Stoffle-Denmark Creek, Pike County, Pennsylvania (NDI ID Number PA-00766, DER ID Number 52-170). Pine Ridge Community Association. Phase I Inspection Report by : Frederick Futchko
Download or read book National Dam Inspection Program. Maple Lake Dam. Delaware River Basin, Stoffle-Denmark Creek, Pike County, Pennsylvania (NDI ID Number PA-00766, DER ID Number 52-170). Pine Ridge Community Association. Phase I Inspection Report written by Frederick Futchko and published by . This book was released on 1980 with total page 81 pages. Available in PDF, EPUB and Kindle. Book excerpt: Maple Lake Dam is a homogeneous, earthfill embankment. It is 35 feet high at its maximum section and 685 feet long. The main spillway is located at the maximum section of the dam. It consists of a reinforced concrete riser structure near the upstream toe of the dam, a 24-inch diameter conduit, and a concrete outlet structure at the downstream toe of the dam. The auxiliary spillway is an excavated, trapezoidal channel at the left abutment of the dam. Based on visual inspection, available records, calculations, past operational performance, and according to criteria established for these studies, Maple Lake Dam is judged to be in good condition. Based on existing conditions, the main and auxiliary spillways will pass an approximate minimum of 48 percent of the Probable Maximum Flood (PMF before overtopping of the dam occurs. No stability problems were evident for the embankment at the time of the visual inspection, but a potential hazard to stability exists due to erosion that might occur when there is flow in the auxiliary spillway.
