Download or read book DELAWARE RIVER BASIN POND CREEK MONROE COUNTY PENNSYLVANIA MARSHALL LAKE DAM NDI ID NO PA 00985 DER ID NO 45 52 RICHARD C MACDONOUGH 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:

Download or read book National Dam Inspection Program Marshall Lake Dam NDI ID Number PA 00985 DER ID Number 45 52 Delaware River Basin Pond Creek Monroe County Pennsylvania Phase I Inspection Report written by and published by . This book was released on 1981 with total page 90 pages. Available in PDF, EPUB and Kindle. Book excerpt: Marshall Lake Dam is an earthfill embankment approximately 9 feet high and 305 feet long, including spillway. The spillway is located at the right abutment, consisting of an 80 foot long and 1.5 foot wide concrete weir. The weir intersects the slope of the right abutment and terminates at a vertical concrete endwall on the earthfill dam embankment. The outlet works consist of a 24-inch diameter steel pipe with no visible upstream or downstream controls. Based on visual inspection, Marshall Lake Dam is judged to be in poor condition. Under the present conditions, the spillway will pass approximately 4 percent of the PMF without overtopping the dam.

Download or read book DELAWARE RIVER BASIN POND CREEK MONROE COUNTY PENNSYLVANIA NDI NO PA 00993 DER NO 45 148 RAKES DAM OWNER written by Woodward-Clyde Consultants and published by . This book was released on 1981 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Delaware River Basin White Oake Pond Dam Wayne County Pennsylvania written by United States. Army. Corps of Engineers. Baltimore District and published by . This book was released on 1980 with total page 154 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Delaware River Basin Leavitt Branch of Brodhead Creek Monroe County Pennsylvania written by National Dam Inspection Program and published by . This book was released on 1980 with total page 130 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book National Dam Inspection Program Rakes Dam NDI Number PA 00993 DER Number 45 148 Delaware River Basin Pond Creek Monroe County Pennsylvania Phase I Inspection Report written by and published by . This book was released on 1981 with total page 81 pages. Available in PDF, EPUB and Kindle. Book excerpt: Rakes Dam is a privately owned dam used for recreational purposes. The dam i s currently in fair condition and is poorly maintained and the spillway and pond drain are in poor condition requiring maintenance. The structure is considered to have an 'Adequate' spillway capacity.

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.

Download or read book National Dam Inspection Program Brier Crest Woods Dam Delaware River Basin Tributary to Tunkhannock Creek Monroe County Pennsylvania NDI ID Number PA 00879 DER ID Number 45 245 Brier Crest Woods Inc Phase I Inspection Report written by Frederick Futchko and published by . This book was released on 1980 with total page 75 pages. Available in PDF, EPUB and Kindle. Book excerpt: Brier Crest Woods Dam is a homogeneous earthfill embankment with a toe drain. The dam, including the spillway, is 790 feet long and is 16 feet high at maximum section. The spillway is located near the middle of the dam. It is a concrete gravity weir with a concrete exit channel apron. The spillway crest is 25 feet long and is 5.0 feet below the design top elevation of the dam. The outlet works consists of a 12-inch diameter corrugated metal pipe in the spillway weir with a sluice gate at the upstream end. Based on visual inspection, available records, calculations, and past operational performance, Brier Crest Woods Dam is judged to be in good condition. The existing spillway will pass the Probable Maximum Flood (PMF), which is twice the Spillway Design Flood (SDF), with 0.2 foot of freeboard. The spillway capacity is rated as adequate. No stability problems were evident for the embankment. The spillway weir meets recommended guidelines for stability.

Download or read book Delaware River Basin Crescent Lake Dam NDI No PA 00413 DER No 52 142 Pike County Pennsylvania written by National Dam Inspection Program and published by . This book was released on 1980 with total page 120 pages. Available in PDF, EPUB and Kindle. Book excerpt:

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.

Download or read book Delaware River Basin Middle Creek Wayne County Pennsylvania written by National Dam Inspection Program and published by . This book was released on 1981 with total page 108 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book DELAWARE RIVER BASIN STOFFLE DENMARK CREEK PIKE COUNTY PENNSYLVANIA MAPLE LAKE DAM NDI ID NO PA 00766 DER ID NO 52 170 PINE RIDGE COMMUNITY ASSOCIATION PHASE 1 INSPECTION REPORT NATIONAL DAM INSPECTION PROGRAM written by Gannett Fleming Corddry and Carpenter and published by . This book was released on 1980 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book National Dam Inspection Program Trout Lake Dam NDI ID Number PA 00769 DER ID Number 45 43 Delaware River Basin Appenzell Creek Monroe County Pennsylvania Phase I Inspection Reports written by O'BRIEN AND GERE ENGINEERS INC PHILADELPHIA PA JUSTIN AND COURTNEY DIV. and published by . This book was released on 1979 with total page 82 pages. Available in PDF, EPUB and Kindle. Book excerpt: Trout Lake Dam is an earth embankment dam with a concrete overflow spillway. The dam is approximately 390 feet long and has a maximum height of about 24 feet. The dam is located along Pennsylvania Route 715, about 1 mile south of Reeders, Pennsylvania. The spillway is capable of discharging 25 percent of the Probable Maximum Flood (PMF) without overtoppong of the earth embankment. Failure of the dam would significantly increase the hazard to loss of life downstream of the dam. Therefore, the spillway is classified as 'seriously inadequate' and the dam is classified as 'unsafe(non-emergency)'. The spillway capacity should be increased. Further detailed hydrologic and hydraulic studies should be performed prior to the design of additional spillway capacity. Based on visual observations and review of the information obtained from the Pennsylvania Department of Environmental Resources, Dam Safety Section, Trout Lake Dam is considered to be in poor condition.

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.

Download or read book DELAWARE RIVER BASIN TOBYHANNA CREEK MONROE COUNTY PENNSYLVANIA 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:

Download or read book Delaware River Basin Miller Pond Dam Wayne County Pennsylvania written by United States. Army. Corps of Engineers. Baltimore District and published by . This book was released on 1980 with total page 144 pages. Available in PDF, EPUB and Kindle. Book excerpt:

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.