Delaware River Basin Toms Creek Pike County Pennsylvania Pocono Mountain Lake Dam Ndi Id No Pa 00767 Pennder Id No 52 171 Pocono Mountain Lake Estates Community Association Phase 1 Inspection Report National Dam Inspection Program
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Author | : United States. Army. Corps of Engineers. Baltimore District |
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Total Pages | : |
Release | : 1981 |
Genre | : Delaware River Watershed (N.Y.-Del. and N.J.) |
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Total Pages | : 212 |
Release | : 1981 |
Genre | : Science |
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Total Pages | : 932 |
Release | : 1981 |
Genre | : Research |
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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.
Author | : United States. Army. Corps of Engineers. Baltimore District |
Publisher | : |
Total Pages | : |
Release | : 1981 |
Genre | : Delaware River Watershed (N.Y.-Del. and N.J.) |
ISBN | : |
Author | : United States. Army. Corps of Engineers. Baltimore District |
Publisher | : |
Total Pages | : |
Release | : 1981 |
Genre | : Delaware River Watershed (N.Y.-Del. and N.J.) |
ISBN | : |
Author | : United States. Army. Corps of Engineers. Baltimore District |
Publisher | : |
Total Pages | : |
Release | : 1981 |
Genre | : Delaware River Watershed (N.Y.-Del. and N.J.) |
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Author | : Bernard M. Mihalcin |
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Total Pages | : 95 |
Release | : 1981 |
Genre | : |
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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.
Author | : Bernard M. Mihalcin |
Publisher | : |
Total Pages | : 74 |
Release | : 1981 |
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Based on the visual inspection, operational history, and available engineering data, the dam and its appurtenances are considered to be in excellent condition. The size classification of the facility is small and the hazard classification is high. In accordance with the recommended guidelines, the Spillway Design Flood (SDF) ranges between the 1/2 PMF (Probable Maximum Flood) and the PMF. Since the facility is classified near the lower bounds of the small category, the SDF is considered to be the 1/2 PMF. Results of hydrologic and hydraulic analysis indicate that the facility is capable of accommodating about 76 percent of the PMF prior to embankment overtopping. As a result, the spillway is deemed adequate.
Author | : United States. Army. Corps of Engineers. Baltimore District |
Publisher | : |
Total Pages | : |
Release | : 1981 |
Genre | : Delaware River Watershed (N.Y.-Del. and N.J.) |
ISBN | : |
Author | : United States. Army. Corps of Engineers. Baltimore District |
Publisher | : |
Total Pages | : |
Release | : 1981 |
Genre | : Delaware River Watershed (N.Y.-Del. and N.J.) |
ISBN | : |