National Dam Inspection Program. Kelsey Creek Dam (NDI I.D. Number PA-00031 DER I.D. Number 59-64 SCS I.D. Number PA-600), Susquehanna River Basin, Kelsey Creek, Tioga County, Pennsylvania. Phase I Inspection Report

National Dam Inspection Program. Kelsey Creek Dam (NDI I.D. Number PA-00031 DER I.D. Number 59-64 SCS I.D. Number PA-600), Susquehanna River Basin, Kelsey Creek, Tioga County, Pennsylvania. Phase I Inspection Report
Author: Frederick Futchko
Publisher:
Total Pages: 86
Release: 1979
Genre:
ISBN:

Kelsey Creek Dam consists of a zoned, earthfill embankment that is 860 feet long and 66 feet high at maximum section. The main spillway is a drop spillway located near the center of the embankment. It consists of a concrete riser that connects to a 36-inch diameter reinforced concrete pipe under the embankment. The auxiliary spillway is at the right abutment of the dam. It is a grass-lined excavation in earth. Based on visual inspection, available records, calculations and past operational performance, Kelsey 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, and it indicates that the embankment has adequate factors of safety. There is no evidence of significant problems threatening the embankment. No deficiencies were noted during the visual inspection.

National Dam Inspection Program. Lake Nessmuk Dam (NDI ID Number PA-00032), DER ID Number 59-66, SCS ID Number PA-601), Susquehanna River Basin, Morris Branch, Marsh Creek, Tioga County, Pennsylvania. Phase I Inspection Report

National Dam Inspection Program. Lake Nessmuk Dam (NDI ID Number PA-00032), DER ID Number 59-66, SCS ID Number PA-601), Susquehanna River Basin, Morris Branch, Marsh Creek, Tioga County, Pennsylvania. Phase I Inspection Report
Author: Frederick Futchko
Publisher:
Total Pages: 81
Release: 1979
Genre:
ISBN:

Based on visual inspection, available records, calculations and past operational performance, Lake Nessmuk 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, and it indicates that the embankment has adequate factors of safety. There is no evidence of problems threatening the embankment. The visual inspection (25 July 1979) revealed that it is uncertain that the gate is operational. (Author).

Yvain

Yvain
Author: Chretien de Troyes
Publisher: Yale University Press
Total Pages: 244
Release: 1987-09-10
Genre: Poetry
ISBN: 0300038380

A twelfth-century poem by the creator of the Arthurian romance describes the courageous exploits and triumphs of a brave lord who tries to win back his deserted wife's love

National Dam Inspection Program. Brown's Lake Dam (NDI ID Number PA-516, DER ID Number 59-68). Arlington Brown, Susquehanna River Basin Tributary, West Branch Stony Fork Creek, Tioga County, Pennsylvania. Phase 1. Inspection Report

National Dam Inspection Program. Brown's Lake Dam (NDI ID Number PA-516, DER ID Number 59-68). Arlington Brown, Susquehanna River Basin Tributary, West Branch Stony Fork Creek, Tioga County, Pennsylvania. Phase 1. Inspection Report
Author:
Publisher:
Total Pages: 63
Release: 1981
Genre:
ISBN:

The assessment of Brown's Lake Dam is based upon visual observations made at the time of inspection, hydraulic and hydrologic computations and past operational performance. The inspection and review of data of the Brown's Lake Dam did not reveal any problems which would require emergency action. The dam appears to be in good condition and adequately maintained. Brown's Lake Dam is a high hazard-small size dam. The spillway design flood (SDF) for a dam of this size and classification is 1/2 PMF to the PMF. the PMF has been selected as the spillway design flood based on downstream potential for loss of life. The spillway and reservoir are capable of controlling the spillway design flood (PMF). Based on criteria established by the Corps of Engineers, the spillway is termed adequate. The following recommendations and remedial measures should be instituted as soon as possible. (1) A regularly scheduled maintenance program should be developed and implemented. (2) A warning system should be developed to warn downstream residents of large spillway discharges or imminent failure of the dam. (3) A safety inspection program should be implemented with inspections at regular intervals by qualified personnel. (4) The drainline valve should be operated on a regular basis.

Charles Pettigrew, First Bishop-elect of the North Carolina Episcopal Church

Charles Pettigrew, First Bishop-elect of the North Carolina Episcopal Church
Author: Bennett H Wall
Publisher: Hassell Street Press
Total Pages: 32
Release: 2021-09-10
Genre:
ISBN: 9781015031500

This work has been selected by scholars as being culturally important and is part of the knowledge base of civilization as we know it. This work is in the public domain in the United States of America, and possibly other nations. Within the United States, you may freely copy and distribute this work, as no entity (individual or corporate) has a copyright on the body of the work. Scholars believe, and we concur, that this work is important enough to be preserved, reproduced, and made generally available to the public. To ensure a quality reading experience, this work has been proofread and republished using a format that seamlessly blends the original graphical elements with text in an easy-to-read typeface. We appreciate your support of the preservation process, and thank you for being an important part of keeping this knowledge alive and relevant.

National Dam Inspection Program. Mill Creek Dam (NDI ID-PA-0038, DER ID-008-051) Susquehanna River Basin, Mill Creek, Bradford County, Pennsylvania. Phase I Inspection Program

National Dam Inspection Program. Mill Creek Dam (NDI ID-PA-0038, DER ID-008-051) Susquehanna River Basin, Mill Creek, Bradford County, Pennsylvania. Phase I Inspection Program
Author: D'APPOLONIA CONSULTING ENGINEERS INC PITTSBURGH PA.
Publisher:
Total Pages: 61
Release: 1981
Genre:
ISBN:

The dam is located across Mill Creek, approximately three miles upstream from its confluence with the Tuscarora Creek in Tuscarora Township, Bradford County, Pennsylvania. The dam is classified to be in the significant hazard category. It is estimated that failure of the dam may cause loss of a few lives and some property damage in these areas. The onsite inspection of Mill Creek Dam consisted of: Visual inspection of the embankment, abutments, and embankment toe, Visual examination of the spillway and the visible portions of the outlet works, and Evaluation of downstream area hazard potential.

National Dam Inspection Program. PA-467 Dam (NDI I.D. Number PA-00054, DER I.D. Number 58-131, SCS I.D. Number PA-467) Susquehanna County Commissioners, Susquehanna River Basin, Tributary to Martins Creek. Susquehanna County, Pennsylvania. Phase I Inspection Report

National Dam Inspection Program. PA-467 Dam (NDI I.D. Number PA-00054, DER I.D. Number 58-131, SCS I.D. Number PA-467) Susquehanna County Commissioners, Susquehanna River Basin, Tributary to Martins Creek. Susquehanna County, Pennsylvania. Phase I Inspection Report
Author: Frederick Futchko
Publisher:
Total Pages: 86
Release: 1979
Genre:
ISBN:

The dam consists of a zoned, earthfill embankment that is 590 feet long and 52 feet high at its maximum section. The main spillway is a drop spillway located near the right abutment of the dam. It consists of a concrete riser connected to a 30-inch diameter reinforced concrete pipe under the embankment. The auxiliary spillway is an excavated channel along the left abutment of the dam. It is a grass-linked excavation in earth. Based on visual inspection, available records, calculations and past operational performance, PA-467 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, and it indicates that the embankment has adequate factors of safety. There is no evidence of significant problems threatening the embankment.