Morris Canal Redevelopment Plan
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Garden State Preservation Trust
COVERCOVERcover Garden State Preservation Trust DRAFT Annual Report INCOMPLETE FISCAL YEAR 2011 This is a director's draft of the proposed FY2011 Annual Report of the Garden State Preservation Trust. This draft report is a work-in- progress. This draft has neither been reviewed nor approved by the chairman or members of the GSPT board. The director's draft is being posted in parts as they are completed to make the information publicly available pending submission, review and final approval by the GSPT board. Garden State Preservation Trust Fiscal Year 2011 DRAFT Annual Report This is the Annual Report of the Garden State Preservation Trust for the Fiscal Year 2011 from July 1, 2010 to June 30, 2011. It has always been goal and mission of the Garden State Preservation Trust to place preservation first. This report reflects that priority. The most common suggestion concerning prior annual reports was to give more prominent placement to statistics about land preservation. This report is structured to place the preservation data first and to provide it in unprecedented detail. Information and financial data concerning GSPT financing, recent appropriations and agency operations are contained in the chapters which follow the acreage tables. This is to be construed as the full annual report of the Garden State Preservation Trust for the 2011 Fiscal Year in compliance with P.L. 1999 C.152 section 8C-15. It is also intended to be a comprehensive summary of required financial reporting from FY2000 through FY2011. This document updates the financial and statistical tables contained in prior annual reports. -
New York State Canal Corporation Flood Warning and Optimization System
K19-10283720JGM New York State Canal Corporation Flood Warning and Optimization System SCOPE OF SERVICES K19-10283720JGM Contents 1 Background of the Project........................................................................................................... 3 2 Existing FWOS features ............................................................................................................... 5 2.1 Data Import Interfaces ............................................................................................................ 5 2.2 Numeric Models ...................................................................................................................... 5 2.2.1 Hydrologic Model............................................................................................................. 6 2.2.2 Hydraulic Model .............................................................................................................. 6 2.3 Data Dissemination Interfaces .................................................................................................. 6 3 Technical Landscape ................................................................................................................... 7 3.1 Software ................................................................................................................................. 7 3.1.1 Systems......................................................................................................................... 7 3.1.2 FWOS Software .............................................................................................................. -
The Effect of Different Confluence Confirmation Strategies on the Obturation of Vertucci Type II Canal: Micro-CT Analysis
Restor Dent Endod. 2021 Feb;46(1):e12 https://doi.org/10.5395/rde.2021.46.e12 pISSN 2234-7658·eISSN 2234-7666 Research Article The effect of different confluence confirmation strategies on the obturation of Vertucci type II canal: micro-CT analysis Seungjae Do , Min-Seock Seo * Department of Conservative Dentistry, Wonkwang University Daejeon Dental Hospital, Daejeon, Korea Received: Apr 8, 2020 Revised: Jun 7, 2020 ABSTRACT Accepted: Jun 17, 2020 Objectives: The present study aims to compare the obturation quality of 2 confluence Do S, Seo MS confirmation techniques in artificial maxillary first premolars showing Vertucci type II root canal configuration. *Correspondence to Min-Seock Seo, DDS, PhD Materials and Methods: Thirty artificial maxillary premolars having Vertucci type II root Associate Professor, Department of canal configuration were made. They were divided into 3 groups according to the confluence Conservative Dentistry, Wonkwang University confirmation technique as follows. Gutta-percha indentation (GPI) group (confluence Daejeon Dental Hospital, 77 Dunsan-ro, Seo- confirmation using a gutta-percha cone and a K file); electronic apex locator (EAL) group gu, Daejeon 35233, Korea. (confluence confirmation using K files and EAL); and no confluence detection (NCD) E-mail: [email protected] group. In the GPI group and the EAL group, shaping and obturation were performed with Copyright © 2021. The Korean Academy of the modified working length (WL). In the NCD group, shaping was performed without WL Conservative Dentistry adjustment and obturation was carried out with an adjusted master cone. Micro-computed This is an Open Access article distributed tomography was used before preparation and after obturation to calculate the percentage under the terms of the Creative Commons of gutta-percha occupied volume (%GPv) and the volume increase in the apical 4 mm. -
Umbrella Empr: Flood Control and Drainage
I. COVERSHEET FOR ENVIRONMENTAL MITIGATION PLAN & REPORT (UMBRELLA EMPR: FLOOD CONTROL AND DRAINAGE) USAID MISSION SO # and Title: __________________________________ Title of IP Activity: __________________________________________________ IP Name: __ __________________________________________________ Funding Period: FY______ - FY______ Resource Levels (US$): ______________________ Report Prepared by: Name:__________________________ Date: ____________ Date of Previous EMPR: _________________ (if any) Status of Fulfilling Mitigation Measures and Monitoring: _____ Initial EMPR describing mitigation plan is attached (Yes or No). _____ Annual EMPR describing status of mitigation measures is established and attached (Yes or No). _____ Certain mitigation conditions could not be satisfied and remedial action has been provided within the EMPR (Yes or No). USAID Mission Clearance of EMPR: Contracting Officer’s Technical Representative:__________ Date: ______________ Mission Environmental Officer: _______________________ Date: ______________ ( ) Regional Environmental Advisor: _______________________ Date: ______________ ( ) List of CHF Haiti projects covered in this UEMPR (Flood Control and Drainage) 1 2 1. Background, Rationale and Outputs/Results Expected: According to Richard Haggerty’s country study on Haiti from 1989, in 1925, 60% of Haiti’s original forests covered the country. Since then, the population has cut down all but an estimated 2% of its original forest cover. The fact that many of Haiti’s hillsides have been deforested has caused several flooding problems for cities and other communities located in critical watershed and flood-plain areas during recent hurricane seasons. The 2008 hurricane season was particularly devastating for Haiti, where over 800 people were killed by four consecutive tropical storms or hurricanes (Fay, Gustav, Hanna, and Ike) which also destroyed infrastructure and caused severe crop losses. In 2004, tropical storm Jeanne killed an estimated 3,000 people, most in Gonaives. -
Canal and River Bank Stabilisation for Protection Against Flash Flood and Sea Water Intrusion in Central Vietnam
CANAL AND RIVER BANK STABILISATION FOR PROTECTION AGAINST FLASH FLOOD AND SEA WATER INTRUSION IN CENTRAL VIETNAM V. Thuy1, I. Sobey2 and P. Truong3 1 Department of Agriculture and Rural Development, Quang Ngai, Vietnam 2Kellog Brown Roots, Quang Ngai Natural Disaster Mitigation Project [email protected] 3 TVN Director and East Asia and South Pacific Representative, 23 Kimba St, Chapel Hill, Brisbane 4069, Australia [email protected] Abstract Quang Ngai, a coastal province in central Vietnam, is prone to flash flood caused by high annual rainfall, with 70% (2300mm/yr) falling over three months and steep terrain resulting in high velocity water flows. This often leads to flash floods in mountainous areas and large scale flooding in low-lying areas. The high velocity flows and flooding cause severe erosion on dike, canal and river banks built to protect farm land from flooding in the rain season and sea water intrusion in the dry season. Therefore the stability of these measures provides the local community a protection against flash flood and sea water intrusion at the same time. Both vegetative measures and hard structures such as rock and concrete have been used in the past to protect these banks, but they are ineffective partly due to the local sandy soils used to build them and partly to the strong current. Although vetiver grass has been used very successfully for flood erosion control in the Mekong Delta of southern Vietnam, where flow velocity is relatively slow, it has not been used under very strong current. As a last resort, vetiver grass was tested for its effectiveness in protecting the banks of these rivers and canals. -
Consenting to the Issuance of Refunding Bonds by the JCMUA, and Authorizing Other Actions in Connection Therewith
Resolution of the City of Jersey City, N.J. File No. Res. 19-938 Agenda No. 10.12 Approved: Dec 18 2019 OF THE CITY OF JERSEY CITY RESOLUTIONCONSENTING TO THE ISSUANCE OF BONDS BY THE JERSEY CITY MUNICIPALREFUNDING UTILITIES AUTHORITY, AND AUTHORIZING OTHER ACTIONS IN CONNECTION THEREWITH COUNCIL offered and moved adoption of the following resolution: WHEREAS, on January 28, 1998, the Jersey City Municipal Utilities Authority (the “Authority”), a public body corporate and politic of the State of New Jersey organized pursuant to the Municipal and County Utilities Authorities Law (N.J.S.A. 40:14B-1 et. seq.) (the “Act”), adopted a resolution entitled, “Resolution Authorizing the Issuance of Revenue Bonds of the Jersey City Municipal Utilities Authority”, as previously amended and supplemented from time to time (the “General Bond Resolution”); and WHEREAS, pursuant the General Bond Resolution, a Supplemental Water Bond Resolution and a Supplemental Sewer Bond Resolution, each adopted September 22, 2011, the Authority issued $61,765,000 principal amount of Revenue Bonds, Series 2011, on October 28, 2011 (the “2011 Bonds”); and WHEREAS, the Authority desires to refund, on an advance refunding basis, all or a portion of the $22,830,000 outstanding principal amount of the callable 2011 Bonds, maturing on or after October 15, 2022, through the issuance of refunding bonds (the “Authority Refunding Bonds”); and WHEREAS, in accordance with current market conditions, the Authority Refunding Bonds are estimated to produce a net present value savings of approximately $1,200,000 over the term; and WHEREAS, the City of Jersey City (the “City”) and the Authority have entered into (i) a Service Contract with respect to the Sewer System on December 1, 1985, as amended by Amendment No. -
Official County
Legend OFFICIAL COUNTY MAP H igh lan ds Tr County Owned Lands Roadways Morris County Trails ail MCT-9 456 County of Morris - New Jersey Administration County Non-County, Complete Oak Ridge Reservoir Housing Authority ¦¨§ Interstate Non-County, Proposed rs23 0 ( -1 / T C Municipal Utilities Authority Federal Morris County, Complete M il a Tr s d r i B Æ· r Park Commission u State Morris County, Proposed 9 - o T F C M il a r T Patriots Path/ Public Works Municipal/Other s d Other n West Morris -8 la T h Greenway C ig M MCP-28 ) H e in Preserved Farmland Proposed Road Projects 699 L Lakes 5 n 6 i Craigmeur Recreation a M ( Complex y a MCP-5 w n Pending Farmland e rs23 Municipal Border e Rail Lines Mahlon r G C zy s o i r Lake r Dickerson o Lake M s t Morris County, Freight Non-County Open Space Swannanoa We Reservation 513 Green 65 MCP-19 Silas Non-County, Freight Pond Condict Berkshire Valley 65618 Golf Course Non-County, Passenger 9 694 - 65 T MCP-2 Park C rs15 M il Durham a r T s Pond Lake MCP-32 d n la -8 High T Kinnelon C M ) e 23 651 in rs 65 L in Splitrock Longwood a Kakeout 56511 M 511 ( 181 y (Butler) A rs Lake a 56 w Reservoir 287 n ¥¦ e e r G is r W. Fayson 0 5 r Lake o M Lake Shawnee t s e S. Fayson W Kilometers Reservoir Lake Lake 0 Denmark 1 511 680 - 65 T A 65699 C 56 M l i a r Waughaw Mountain 660 T 65 0 5 s Sunset Valley d Boonton Greenway ir Golf Course B MCP-36 23 Patriots Path/ r Reservoir rs u MCP-38 o Miles West Morris F 615 Pyramid 65 Greenway MCP-28 Mountain Natural 65504 Historic Area 615 rs15 65 618 5504 65 Deer 65635 6 Lake MCP-30 Lee's Marina N 504 Y Lake MCP-16 65 S 664 511 & Hopatcong Minnisink 65 W 56A P Reservation Boonton e Lake d MCP-21 Avenue e Misc. -
Pier G, Lehigh Valley Railroad HAER No. NJ-27C Jersey City- Hudson County New Jersey Jj F\ ^ Ft
Pier G, Lehigh Valley Railroad HAER No. NJ-27C Jersey City- Hudson County New Jersey jJ f\ ^ ft L| -C PHOTOGRAPHS HISTORICAL AND DESCRIPTIVE: DATA Historic American Engineering Record National Park Service Department of the Interior • Washington, D. C. 20240 / ,' :/l A- r /Vj, HISTORIC AMERICAN ENGINEERING RECORD .a*? .'' •'*'< *»*'* /"""' k'" PIER G, LEHIGH VALLEY RAILROAD f .*■ NJ-27C Location: Pier G is located on the south shore of the Morris Canal Basin in Jersey City, Hudson County, New Jersey, opposite Warren Street in the Paulus Hook section of the city. It is approximately 0.7 mile due east of the intersection of Johnson Avenue and the New Jersey Turnpike Extension. UTM: 18.580900.4506780 Quad: Jersey City Date of Construction: 1891; subsequently modified at an unknown date, possibly 1909. Present Owner: State of New Jersey, Division of Parks and Forestry, Department of Environmental Protection, Trenton, Mew Jersey 08625 Present Use: The structure was unused and vacant at the time its demolition commenced in August 1979. It was destroyed by fire before demolition was completed. Significance: Pier G was the last multistoried covered freight pier of heavy timber construction surviving on the Hudson River waterfront in Hudson County. It was among the last remains of the Lehigh Valley Railroad's New York Harbor terminus complex. Historian: Herbert J, Githens, Historic Conservation and Interpretation, Inc., Box 111, RD 3, Newton, New Jersey 07860; June-August 1979. Transmitted by: Jean P. Yearby, HAER, 1984 • Pier G, Lehigh Valley Railroad HAER No. NJ-27C .(Page 2) MITIGATION PROCEDURES FOR PIER G TIDEWATER BASIN, LEHIGH RAILROAD TERMINAL LIBERTY STATE PARK, JERSEY CITY HUDSON COUNTY, NEW JERSEY by HERBERT JB GITHENS of HISTORIC CONSERVATION & INTERPRETATION, INC Box 111, RD 3, Newton, New Jersey 07860 for STATE OF NEW JERSEY DEPARTMENT OF ENVIRONMENTAL PROTECTION Trenton, N.J. -
SOLICITOR's SEARCHES This Note Sets out Useful
SOLICITOR’S SEARCHES This note sets out useful background information regarding the nature of enquiries with which Canal & River Trust can assist, the fees that are payable in respect of such enquires and other general information that may be of assistance to you. The Trust cares for a 2,000 mile network of canals and rivers. Most of the Trust’s structures are well over 200 years old and the canals themselves are constructed in a variety of ways. Some are natural rivers which are not owned by the Trust but where we are the navigation authority. The Trust also manages a significant portfolio of property that includes operational boat yards, docks, historic warehouses, cottages, marinas, industrial estates and development land across England and Wales. Every precaution must be taken to avoid the risk of removing Trust’s right of support, breaching the waterway damaging any of the waterway structure, as this may result in extensive flooding, with damage to buildings, property, services and possible loss of life. Embankments and other waterway structures are particularly vulnerable and no excavation, landscaping, or any other work or activity should take place near to, or at the foot of an embankment or waterway structure without consulting the Trust, even though such works may not be on Trust’s property. Except where they are expressly reserved for the benefit of the property, rights such as mooring, fishing, discharges to, or abstraction from, the waterway, and any encroachment upon or projection over the waterway require the written consent of the Trust and in some circumstances, that of the other organisations such as the Environment Agency. -
Channel Morphology and Bed-Sediment Characteristics Before
Channel Morphology and Bed-Sediment Characteristics Before and After Riparian Vegetation Clearing in the Cottonwood Ranch, Platte River, Nebraska, Water Years 2001–2004 By Paul J. Kinzel, Jonathan M. Nelson, and Ashley K. Heckman Prepared in cooperation with the Platte River Endangered Species Partnership Scientific Investigations Report 2005–5285 U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior P. Lynn Scarlett, Acting Secretary U.S. Geological Survey P. Patrick Leahy, Acting Director U.S. Geological Survey, Reston, Virginia: 2006 For product and ordering information: World Wide Web: http://www.usgs.gov/pubprod Telephone: 1-888-ASK-USGS For more information on the USGS--the Federal source for science about the Earth, its natural and living resources, natural hazards, and the environment: World Wide Web: http://www.usgs.gov Telephone: 1-888-ASK-USGS Any use of trade, product, or firm names is for descriptive purposes only and does not imply endorsement by the U.S. Government. Although this report is in the public domain, permission must be secured from the individual copyright owners to reproduce any copyrighted materials contained within this report. Suggested citation: Kinzel, P.J., Nelson, J.M., and Heckman, A.K., 2006, Channel morphology and bed-sediment characteristics before and after riparian vegetation clearing in the Cottonwood Ranch, Platte River, Nebraska, water years 2001–2004: U.S. Geological Survey Scientific Investigations Report 2005–5285, 25 p. iii Contents Abstract ...........................................................................................................................................................1 -
APPENDIX A. Supplementary Tables
APPENDIX A. Supplementary Tables Jersey City - Environmental Resource Inventory A-1 Soil Types Table A.1. Soil Types Legend Soil classification reflects the parent material that forms the soil, the soil family, and the slope of the landform. The following information will assist in the interpretation of the Soil Classification table. Capability Class Definition 1 Slight limitations that restrict their use. 2 Moderate limitations that restrict the choice of plants or that require moderate conservation practices 3 Very severe limitations that restrict the choice of plants or that require very careful management, or both. 8 Limitations that preclude commercial plant production and that restrict their use to recreational purposes, wildlife habitat, watershed, or esthetic purposes. In this Table, there are three types of Green Belt soil, each with a different slope range. Slopes are measured in degrees or as a percent; a 450 slope = 100% slope. Each Soil Name is associated with a unique Code. Land Capability Classes reflect the potential for agricultural uses; the higher the class number, the more restricted the potential uses are. The letter that follows the numeric code indicates the reason for restricted uses. For example, Green Belt Loam, 8 to 15 percent slope, is restricted because of the likelihood of erosion. Capability Subclass Definition e The main hazard is the risk of erosion unless close growing plant cover is maintained w Water in or on the soil interferes with plant growth or cultivation (in some soils the wetness can be partly corrected by artificial drainage) s Soil is limited mainly because it is shallow, droughty, or stony Available Water Capacity (AWC) indicates the amount of water available to plants. -
MORRIS CANAL FACT SHEET Planes, Locks, Boats and Other Information
MORRIS CANAL FACT SHEET Planes, Locks, Boats and Other Information The inclined planes were first powered by overshot water wheels. Then the Scotch turbines were installed. These are cast iron “pin wheels” approximately 12.5 feet in diameter, powered by water from the canal and connected through gearing to a drum on which a wire rope cable was wound. This 2 inch diameter cable pulled the plane car up the plane. Prior to the use of the steel cables, iron chains were first used followed by hemp rope. The average grade of the planes was 1.11 - approximately 11 foot rise for a horizontal distance of 100 feet. Plane 9 West – Port Warren near Phillipsburg: Largest plane on the canal vertical lift of 100 feet Length: 1,510 feet to summit – 1,788 feet end to end Double track – approximate time for transit: 12 minutes Lock dimensions: Original locks: 9 feet x 75 feet Enlarged locks: 11 feet x 90 feet Boats: Capacities: First boats: 10 tons of cargo Second boats: 25 tons of cargo 1845 section boats: 44 tons of cargo 1860 section boats: 70 tons of cargo Total weight of boat, cargo and cradle: 110-125 tons Dimensions of 1860 boats: Length: 87.5 feet Width: 10.5 feet Depth loaded in water: 4.5 feet Other Information Cost: Original: $2,104,413 Enlargement: $1,700,000 Tonnage: 1845 - 58,259 tons 1866 - 899,220 tons (maximum year) 1856 - 1870 Coal picked up at Washington from DL&W Rairoad 1867 – 146,359 tons Only prosperous period was 1860 – 1870 Large Aqueducts: Little Falls Aqueduct across Passaic River – 80 foot span Pompton River Aqueduct between Mountain View and Lincoln Park 236 feet long, 9 stone piers Long levels: Bloomfield to Lincoln Park: 17 miles Port Murray to Saxton Falls: 11 miles Notes on Lake Hopatcong: Around 1750 Garrett Rapalje built the Old Forge Dam for a forge.