DOCSLIB.ORG

Attachment 1

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Attachment 1 MW-2011 20- NiagaraJalls May 30, 2011 REPORT TO: Councillor Carolynn loannoni, Chair and Members of the Committee of the Whole City of Niagara Falls, Ontario SUBMITTED BY: Municipal Works Department Clerks Department SUBJECT: MW-2011 20- Proposed New Chippawa Boat Dock RECOMMENDATION 1. That Committee recommend for ratification that Council endorse the concept, location and timing of the proposed new Chippawa public boat dock and arrangement with the Chippawa Public Docks Committee. 2. City staff be directed to undertake a Crown lease arrangement with the Ministry of Natural Resources (MNR)and seek the consent of other approval agencies. 3. That funding for the City's portion of this project be referred to the 2012 Capital Budget deliberations. 4. That staff conduct a review of on-street parking on Front Street so that any modifications can be incorporated into the design and implemented during the project construction phase. EXECUTIVE SUMMARY The Chippawa Public Boat Dock Committee is a non -profit group of citizens interested in the development of a formal public dock facility intended to improve opportunity for public access to the Welland River. The proposed location for the dock is on the north side of the Welland River, along Front Street, adjacent to the Weightman Bridge. The proposed arrangement has the Chippawa Public Dock Committee committed to fundraising for the dock portion of the project. The facility will also require proper parking, sidewalk links, emergency access and amenity space to be constructed along the shore, proposed to be funded by the municipality. The goal of the proposed new Chippawa boat dock is to beautify the waterfront and provide tourists with additional opportunities to access the businesses of Chippawa. In addition, this dock would provide emergency service staff with better access to the Welland River. BACKGROUND In 2010, Council received a series of reports on the proposed relocation of the former Chippawa BIA-sponsored boat dock. Council' s motion was to return the former dock to its' original location (south side of the Welland River) and that a City committee be formed to establish a long term plan for public docks along the Welland River. It should be noted that May 30, 2011 2 - MW-2011 20- the south side boat dock was installed on May 19 2011 through the joint efforts of Municipal Works staff and the firefighters from Station 4 in Chippawa. Since Council's motion City staff having been working with a group known as the Chippawa Public Docks Committee. Staff developed a concept plan that situated the proposed new boat dock on the north side of the Welland River, along Front Street adjacent to the Weightman Bridge. This location meets the needs of the project by; providing dock users with access to the Chippawa businesses, allowing vehicular access for emergency services and gives an opportunity to beautify and better utilize existing City of Niagara Falls lands. The proposed concept plan developed with the Chippawa Public Docks Committee includes the following elements; a new, fixed (non -floating) dock with an approximate length of 30m 100'),( a parking area, sidewalks, a lock able- pedestrian gateway to the dock, information signage, lighting and picnic tables. Furthermore, the proposed concept plan has been developed with accessibility in mind and will be compliant with the Facility Accessibility Design Standards (FADS),the guiding document for new municipal facilities. On May 4,2011, City staff participated in a stakeholder open house meeting hosted by the Chippawa Public Docks Committee to receive comment on the proposed new Chippawa Boat Dock. The meeting was attended by approximately 40 individuals and included Chippawa residents, merchants and representatives of Ontario Power Generation, Emergency Services and the Niagara Parks Commission. The comments received from the stakeholder open house meeting were strongly supportive of the proposed new Chippawa boat dock (see attached). ANALYSIS RATIONALE/ The purpose of the proposed new Chippawa boat dock will beautify the waterfront and provide tourists with additional opportunities to access the businesses of Chippawa. In addition, this dock would provide emergency service staff with better access to the Welland River. The proposed arrangement is that the Chippawa Public Docks Committee will fundraise for the financing of the physical dock. The municipality would be responsible for the "up land" works i.( e.,the public lands leading to the dock).The dock would be a municipal asset under City ownership, which would help facilitate needed consent from the various, possible approval authorities (Ministry of Natural Resources, Ontario Power Generation, Oceans and Fisheries et al).The municipality would also be expected to issue receipts for the fundraising initiatives of the Chippawa Public Docks Committee. Finally, City staff would create the design work and issue appropriate tenders to see the project come to fruition. City staff has prepared a concept plan for the dock and surrounding lands. St. John Ambulance and the Fire Station No. 4 Fire Chief will be consulted in the formal design planning stage to ensure the dock and lands are optimized for emergency service staff. In addition, a review of on-street parking on Front Street by Transportation Services is recommended so that any modifications can be incorporated into the design and implemented during the project construction phase. May 30, 2011 3 - MW-2011 20- FINANCIAL/ LEGAL IMPLICATIONS The proposed new Chippawa boat dock is not currently funded in the 2011 Capital Budget. It is listed within the 2011 capital budget addendum. The project will be identified in the forthcoming 10 year- capital plan with the possibility that it would be approved in 2012. The anticipated cost of the project (including external contributions) is estimated at $130,000, subject to the public procurement process. The Chippawa Public Docks Committee has stated a commitment to funding 100%of the new fixed dock portion of the project. The value of this commitment to funding is anticipated to be approximately$000,50,with the site works (the City portion)estimated at 80,000. To permit the development of the proposed new Chippawa boat dock, a Crown lease arrangement is required with the Ministry of Natural Resources, which will provide the municipality with the right to occupy the Welland River bed for the purpose of constructing a boat dock. This arrangement will need annual renewals with an associated fee, yet to be determined. In addition, it will also be necessary to receive Federal approval from Transport Canada, Oceans & Fisheries branch, under the Navigable Waters Protection Act. There may be other permits or approvals required for the project. As the facility will be municipally-owned, staff will be discussing appropriate measures to mitigate the risks with its insurer. CITY'S STRATEGIC COMMITMENT Promote awareness and opportunities for active living by providing accessible recreational facilities and green space for Niagara Falls residents Actively pursue economic development opportunities such as authentic Eco and Heritage Tourism opportunities. LIST OF ATTACHMENTS Attachment #1 Proposed New Chippawa Boat Dock Location Map Attachment #2 Proposed New Chippawa Boat Dock Concept Plan Attachment #3 Comments from the Public Open House Recommended b : DA r Geo Holman, t rector of Municipal Works Recommended by: I' 1 Dean Iorfida, ty Cle Respectfully submitted: Ke Todd, Chief Administrative Officer DA/DI GH/ C H I U._.,u. COMMITTEE The CPDC was formed to over see the private sector responsibilities within a public private/ partnership with the City ofNiagara Falls and various other agencies to provide service enhancing facilities along the banks of the Welland River (aka Chippawa Creek)in Chippawa. Principally, these take the form of public dock and upland improvements that will allow waterside access for the public, including but not limited to; swimmers, visiting boaters, emergency personnel, fishermen and limited accessibility individuals. There are a number of ways businesses and individuals will be able to assist us and the City to bring these great facilities to reality and we encourage you to sign up as an interested party and attend a meeting. Please attach your contact to this comment sheet or speak to one of our representatives for further information. Name 34Z4M) 54.- e L , 7 Address 2n 1,2? !`/ Phone # Y 70 3591 Email 6 w' c- C L/ AM/ c Co I we/ would be interested in assisting the Chippawa Public Docks Committee lam' COMMENT Y ff a y / M " 4 1' CHPPAWA PUDIC D K S COMMITI FE The CPDC was formed to over see the private sector responsibilities within a public private/ partnership with the City of Niagara Falls and various other agencies to provide service enhancing facilities along the banks of the Welland River (aka Chippawa Creek) in Chippawa. Principally, these take the form of public dock and upland improvements that will allow waterside access for the public, including but not limited to; swimmers, visiting boaters, emergency personnel, fishermen and limited accessibility individuals. There are a number of ways businesses and individuals will be able to assist us and the City to bring these great facilities to reality and we encourage you to sign up as an interested party and attend a meeting. Please attach your contact to this comment sheet or speak to one-of our representatives for further information. Name i\ v1W Address i A.; f . _ I . Phone # c 5 1 , 4 5} Email 4`"r1 : ‘-\ 4" t 4 Uwe would be interested in assisting the Chippawa Public Docks Committee COMMENT 1 a 1\ C L . ote; 1l 4 C. 7 v \ L i L f L f1- l C,H1PPAVVA PUBLIC, DOCKS ITTEE The CPDC was formed to over see the private sector responsibilities within a public private/ partnership with the City of Niagara Falls and various other agencies to provide service enhancing facilities along the banks ofthe Welland River (aka Chippawa Creek) in Chippawa.
Load more

Recommended publications
  • The Welland River Eutrophication Study in the Niagara River Area of Concern in Support of the Beneficial Use Impairment: Eutrophication and Undesirable Algae
    The Welland River Eutrophication Study in the Niagara River Area of Concern in Support of the Beneficial Use Impairment: Eutrophication and Undesirable Algae March 2011 Niagara River RAP Welland River Eutrophication Study Technical Working Group The Welland River Eutrophication Study in the Niagara River Area of Concern in Support of the Beneficial Use Impairment: Eutrophication and Undesirable Algae March 2011 Written by: Joshua Diamond Niagara Peninsula Conservation Authority On behalf of: Welland River Eutrophication Technical Working Group The Welland River Eutrophication Study in the Niagara River Area of Concern in Support of the Beneficial Use Impairment: Eutrophication and Undesirable Algae Written By: Joshua Diamond Niagara Peninsula Conservation Authority On Behalf: Welland River Eutrophication Technical Working Group Niagara River Remedial Action Plan For more information contact: Niagara Peninsula Conservation Authority Valerie Cromie, Coordinator Niagara River Remedial Action Plan Niagara Peninsula Conservation Authority 905-788-3135 [email protected] The Welland River Eutrophication Study in the Niagara River Area of Concern Welland River Eutrophication Study Technical Working Group Ilze Andzans Region Municipality of Niagara Valerie Cromie Niagara Peninsula Conservation Authority Sarah Day Ontario Ministry of the Environment Joshua Diamond Niagara Peninsula Conservation Authority Martha Guy Environment Canada Veronique Hiriart-Baer Environment Canada Tanya Labencki Ontario Ministry of the Environment Dan McDonell Environment
    [Show full text]
  • NIAGARA ROCKS, BUILDING STONE, HISTORY and WINE
    NIAGARA ROCKS, BUILDING STONE, HISTORY and WINE Gerard V. Middleton, Nick Eyles, Nina Chapple, and Robert Watson American Geophysical Union and Geological Association of Canada Field Trip A3: Guidebook May 23, 2009 Cover: The Battle of Queenston Heights, 13 October, 1812 (Library and Archives Canada, C-000276). The cover engraving made in 1836, is based on a sketch by James Dennis (1796-1855) who was the senior British officer of the small force at Queenston when the Americans first landed. The war of 1812 between Great Britain and the United States offers several examples of the effects of geology and landscape on military strategy in Southern Ontario. In short, Canada’s survival hinged on keeping high ground in the face of invading American forces. The mouth of the Niagara Gorge was of strategic value during the war to both the British and Americans as it was the start of overland portages from the Niagara River southwards around Niagara Falls to Lake Erie. Whoever controlled this part of the Niagara River could dictate events along the entire Niagara Peninsula. With Britain distracted by the war against Napoleon in Europe, the Americans thought they could take Canada by a series of cross-border strikes aimed at Montreal, Kingston and the Niagara River. At Queenston Heights, the Niagara Escarpment is about 100 m high and looks north over the flat floor of glacial Lake Iroquois. To the east it commands a fine view over the Niagara Gorge and river. Queenston is a small community perched just below the crest of the escarpment on a small bench created by the outcrop of the Whirlpool Sandstone.
    [Show full text]
  • A Guide to Celebrate Niagara Peninsula's Native Plants
    A GUIDE TO CELEBRATE NIAGARA PENINSULA’S NATIVE PLANTS 250 Thorold Road West, 3rd Floor Welland, ON L3C 3W2 Phone: 905.788.3135 Fax: 905.788.1121 www.npca.ca Like us on Facebook www.facebook.com/NiagaraPeninsulaConservationAuthority Follow us on Twitter @NPCA_Ontario © 2014 Sixth Edition – Niagara Peninsula Conservation Authority The Niagara Peninsula Conservation Authority has made every attempt to ensure the accuracy of the information contained within this publication and is not responsible for any errors or omissions. The Niagara Peninsula Conservation Authority warns consumers that it is not advisable to eat any of the fruits or plants described in this publication. TABLE OF CONTENTS Introduction ............................................................................................................2 to 5 Flowering Times and Bloom Colour ............................................................................6 to 7 Native Plant List .................................................................................................... 8 to 15 Dry Conditions - Sunny - Wildflowers ..................................................................... 16 to 22 Dry Conditions - Sunny - Grasses ....................................................................................23 Dry Conditions - Sunny - Trees ........................................................................................24 Moist to Wet Conditions - Sunny - Wildflowers ........................................................ 25 to 28 Moist to Wet Conditions
    [Show full text]
  • Methodology and Application of a Statistical Approach to the Universal Soil Loss Equation (Usle): Welland River Case Study
    Middle States Geographer, 1996, 29:105-113 METHODOLOGY AND APPLICATION OF A STATISTICAL APPROACH TO THE UNIVERSAL SOIL LOSS EQUATION (USLE): WELLAND RIVER CASE STUDY Shannon L. Vickers1 , Kim N. Irvine2, and Ian G. Droppo3 1. Department of Geography, McMaster University, Hamilton, Ontario, Canada, L8S 4K1. 2. Department of Geography and Planning, State University College, Buffalo, NY 14222. 3. National Water Research Institute, Burlington, Ontario, Canada, L7R 4A6. ABSTRACI': The WeI/and River watershed drains an area of 880 km2 and is part of the Niagara River Area of Concem. As one step towards remediation, the Universal Soil Loss Equation (USLE) was used to estimate soil erosion inputs to the river from each of the 34 sub-basins in the watershed. An innovative approach using risk and uncertainty analysis was incorporated into the conventional USLE estimates in order to address concems about uncertainty due to the variability of the USLE parameters across the WeI/and River watershed. This paper describes the methodology for the statistical approach to the USLE and those sub-basins with high potential soil loss were identified. INTRODUCflON (USLE) was used to estimate soil erosion rates for each of the 34 sub-basins in the watershed. A risk and uncertainty analysis (including probability The Welland River watershed is part of the distribution fitting and simulations using Latin Niagara River Area of Concern. Areas of Concern Hypercube sampling) was incorporated into the around the Great Lakes have been designated by conventional USLE estimates and was performed the International Joint Commission (DC) as using BESTFIT and @RISK, which are EXCEL exhibiting various environmental impairments.
    [Show full text]
  • Bookletchart™ Buffalo Harbor NOAA Chart 14833
    BookletChart™ Buffalo Harbor NOAA Chart 14833 A reduced-scale NOAA nautical chart for small boaters When possible, use the full-size NOAA chart for navigation. Included Area Published by the The International boundary between the United States and Canada follows a general middle of the river course in the upper Niagara River National Oceanic and Atmospheric Administration from the head of the river downstream to the head of Grand Island National Ocean Service where the river forks around the island. The boundary then follows Office of Coast Survey Chippawa Channel and is generally less than 1,000 feet off the west shore of Grand Island until Chippawa Channel and Niagara River Channel www.NauticalCharts.NOAA.gov join at the northwest end of Grand Island. The boundary again follows a 888-990-NOAA general middle of the river course around the south side of Goat Island and over Niagara Falls. What are Nautical Charts? Chart Datum, Upper Niagara River.–Depths and vertical clearances under overhead cables and bridges in the Niagara River from its Nautical charts are a fundamental tool of marine navigation. They show confluence with Lake Erie to the head of navigation, the turning basin at water depths, obstructions, buoys, other aids to navigation, and much Niagara Falls, NY, is as follows: from Lake Erie to the Black Rock Canal more. The information is shown in a way that promotes safe and Lock is the Low Water Datum of Lake Erie, 569.2 feet (173.5 meters); efficient navigation. Chart carriage is mandatory on the commercial from just below the Black Rock Canal Lock to the south end of Grand ships that carry America’s commerce.
    [Show full text]
  • Niagara River
    Niagara River Area of Concern Canadian Section Status of Beneficial Use Impairments September 2010 The Niagara River is a 58-km waterway connecting Lake Erie and Lake Ontario. The Canadian section of the Niagara River Area of Concern extends along the entire length of the Canadian side of the Niagara River, and includes the Canadian side of Niagara Falls and the Welland River watershed. The Niagara River drains extensive farmland on the Canadian side and passes through heavily industrialized, residential and parkland areas on the United States side. More than one half of the flow of the river is diverted for electrical power generation on both sides of the river. The river supports one of the largest and most diverse concentrations of gulls in the world, and its gorge and cliffs below the falls are habitat for some of the highest concentrations of rare plant species in Ontario. Environmental concerns on the Canadian side of the Niagara River Area of Concern have focused on the loss and degradation of wetlands and fish habitat, and the resulting impacts on fish and wildlife populations that depend on this habitat. Most of these impacts are associated with non-point sources of pollution from rural areas of the Niagara–Welland River basin, particularly runoff of pesticides and nutrients. (By contrast, most of the environmental concerns in the United States section are associated with toxic contamination from past industrial management practices, particularly the seepage of toxic wastes from chemical dumps, and the discharge of municipal wastes.) PARTNERSHIPS IN ENVIRONMENTAL PROTECTION The Niagara River was designated an Area of Concern in 1987 under the Canada–United States Great Lakes Water Quality Agreement.
    [Show full text]
  • Great Lakes St. Lawrence Seaway Study
    GREAT LAKES ST. LAWRENCE SEAWAY STUDY Final Report Fall 2007 GREAT LAKES ST. LAWRENCE SEAWAY STUDY By: Transport Canada U.S. Army Corps of Engineers U.S. Department of Transportation The St. Lawrence Seaway Management Corporation Saint Lawrence Seaway Development Corporation Environment Canada U.S. Fish and Wildlife Service Publication This publication is also available in French under the title: Étude des Grands Lacs et de la Voie maritime du Saint-Laurent. Rapport final, automne 2007. Permission is granted by the Department of Transport, Canada, and the U.S. Department of Transportation, to copy and/or reproduce the contents of this publication in whole or in part provided that full acknowledgement is given to the Department of Transport, Canada, and the U.S. Department of Transportation, and that the material be accurately reproduced. While the use of this material has been authorized, the Department of Transport, Canada, and the U.S. Department of Transportation, shall not be responsible for the manner in which the information is presented, nor for any interpretation thereof. The information in this publication is to be considered solely as a guide and should not be quoted as or considered to be a legal authority. It may become obsolete in whole or in part at any time without notice. Publication design and layout by ACR Communications Inc. ii Great Lakes St. Lawrence Seaway Study FOREWORD AND ACKNOWLEDGEMENTS We are pleased to present the binational report on the Great Lakes St. Lawrence Seaway Study, the result of collaborative research and analysis by seven federal departments and agencies from Canada and the United States.
    [Show full text]
  • Niagara Region Fallsview Boulevard & Clifton Hill
    Points of Interest Wego Routes Compliments of Niagara Falls Tourism 1 800 56 FALLS Attractions Wineries Parking Lundy’s Lane Niagara Parks niagarafallstourism.com & Hornblower Cruises Niagara 905 356 6061 Restaurants Others Hospital Fallsview / Clifton Hill NOTL Shuttle QEW Toronto 4 24 32 Niagara Region 77 y 7 87 w 68 43 k P a r 6 a g SHOW US HOW YOU 12 20 13 ia 57 42 N East West Line 8 25 #EXPLORENIAGARA Lake Ontario 87 58 Stanley Ave Stanley Virgil Ave Stanley QEW Niagara River 4 O’Neil St ) 15 Lakeshore Rd " 19 Townline Rd Townline Townline Rd Townline 5 3 Huggins St & 16 Port Niagara-on- y 22 y 34 Garner Rd Garner Dalhousie the-Lake Rd Garner St Catharines w 51 Carlton St 27 k 18 P Niagara Stone Rd 100 a r a 83 a g g a a i Montrose Rd Montrose Niagara River Rd Montrose 54 N 9 45 11 90 Thorold Stone Rd Queenston 79 75 QEW 5 14 10 81 81 46 50 2 York Rd 60 7 66 405 73 1 14 Portage Rd 52 3 406 55 Glendale Ave 81 23 13 67 89 4 QEW Fairview Bridge St Whirlpool Cemetery 6 Bridge Kalar Rd Rd Kalar Kalar 17 Thorold 70 Stanley Ave Stanley 100 Ave Stanley Victoria Ave Victoria 50 Ave Victoria Queen St 21 42 61 3 Thorold Stone Rd Drummond Rd Rd Drummond Drummond 69 Decew Rd Morrison St y Woodbine St w Portage Rd k Oakes P Short Hills a Park r Dorchester Rd Dorchester Provincial Park 420 a Rd Dorchester g ia 70 ane N U.S.A 78 dy’s L Lu n Niagara y Niagara River a Niagara Pkwy W 20 QEW Falls y B lle Niagara River ea Va 50 ver da m 5 s R d 2 Falls Ave 420 Walnut St Hiram St 72 Fallsview Boulevard & Clifton Hill Fallsview Boulevard & Clifton Hill
    [Show full text]
  • Development of the Large Lake Statistical Water Balance Model for Constructing a New Historical Record of the Great Lakes Water Balance
    Summary Report Development of the Large Lake Statistical Water Balance Model for Constructing a New Historical Record of the Great Lakes Water Balance Submitted to: The International Watersheds Initiative of the International Joint Commission Submitted by: NOAA Great Lakes Environmental Research Laboratory and University of Michigan Cooperative Institute for Great Lakes Research Lead authors: Joeseph Smith (CIGLR) Andrew Gronewold (NOAA-GLERL) SEPTEMBER 2018 Contact: [email protected] or [email protected] Contents Executive Summary ........................................................................................................................ 3 1 – Introduction ............................................................................................................................... 4 2 – Water balance model................................................................................................................. 5 2.1 – Channel flows and diversions .......................................................................................................... 8 3 – Data and the Bayesian network................................................................................................. 9 3.1 – Data .................................................................................................................................................. 9 3.2 – Bayesian network ........................................................................................................................... 10 3.2.1 – Prior distributions
    [Show full text]
  • Looking Back... with Alun Hughes
    Looking back... with Alun Hughes SURVEYING MERRITT’S DITCH The present Welland Canal, opened in 1932, is the The War ended in a stalemate, and led to lingering fourth in a series dating back to the early 19th century. uncertainty along the border; in particular, a need for a This essay is concerned with the original canal, with secure lake-to-lake connection became urgent. This special emphasis on the first canal-related survey in was heightened with the start of work on the Erie 1818 and the beginnings of construction in 1823. Canal in 1817, which threatened to divert Upper Lakes trade from Montreal to New York. Background to the Canal The principal force behind the Welland Canal was The First Canal was built in two stages, completed William Hamilton Merritt of St. Catharines. Beginning in 1829 and 1833. The initial portion, built between in 1815 Merritt had established a small industrial 1824 and 1829, ran from Port Dalhousie to Port complex on Twelve Mile Creek, with grist and saw Robinson, and then followed the Welland River to mills, a distillery and salt works. His mills suffered Chippawa. The main obstacles in construction were from chronic water supply problems, either too much the 150-foot-high Niagara Escarpment (crossed by or too little. Early on Merritt had the idea of cutting a locks), and a ridge of higher land in southern Thorold supply channel through the ridge in southern Thorold between Port Robinson and Allanburg (crossed by an to divert some Welland River water into the Twelve open channel called the Deep Cut).
    [Show full text]
  • Grand Niagara Secondary Plan
    GRAND NIAGARA SECONDARY PLAN PUBLIC OPEN HOUSE #3 WELLAND RIVER GRASSY BROOK ROAD CROWLAND ROAD CROWLAND MONTROSE ROAD QUEEN ELIZABETH WAY BIGGAR ROAD (Source: Google Maps 2015) Date: January 17, 2017 Time: 4:30 pm to 6:30 pm (presentation at 5:00pm) Place: Grand Niagara Golf Club Clubhouse 8547 Grassy Brook Road SITE CONTEXT Regional Municipality of Niagara Niagara Falls QUEEN ELIZABETH WAY Secondary Secondary Plan Area Plan Area Lyons Creek Road Biggar Road Road Montrose Secondary Plan Area Context 6 5 WELLAND RIVER 8 7 3 GRASSY BROOK ROAD Secondary Plan Area CROWLAND ROAD CROWLAND 1 4 MONTROSE ROAD QUEEN ELIZABETH WAY CN RAIL LINE AND HYDRO CORRIDOR 2 (Source: Google Maps 2015) Existing Grand Niagara Golf Course with Resort 1 BIGGARResidential ROAD Land Use Permissions 5 7KXQGHULQJ:DWHUV6HFRQGDU\3ODQ$UHD RQJRLQJ 2 Future Regional Hospital Site 6 *DUQHU6RXWK6HFRQGDU\3ODQ$UHD FRPSOHWH 3 (6)R[/WG2I¿FHV 7 5HJLRQRI1LDJDUD%LR6ROLGV)DFLOLW\ 4 Existing Employment Uses 8 &\WHF,QGXVWULHV,QF SCOPE OF STUDY 000*URXS/LPLWHGLQFRQMXQFWLRQZLWK7KH3ODQQLQJ3DUWQHUVKLSLVZRUNLQJZLWKWKH&LW\RI1LDJDUD )DOOV1LDJDUD5HJLRQWKH1LDJDUD3HQLQVXOD&RQVHUYDWLRQ$XWKRULW\DQGYDULRXVSXEOLFDJHQFLHVWR SUHSDUHD6HFRQGDU\3ODQIRU*UDQG1LDJDUD 7KH*UDQG1LDJDUD6HFRQGDU\3ODQZLOOHVWDEOLVKDIUDPHZRUNIRUWKHIXWXUHODQGGHYHORSPHQWRIWKH DUHDZRUNLQJZLWKLQWKHFRQWH[WRIWKHVLWH¶VSK\VLFDOFKDUDFWHULVWLFVQDWXUDOKHULWDJHIHDWXUHVDQG VWRUPZDWHUPDQDJHPHQWDQGVHUYLFLQJFDSDELOLWLHV7KH6HFRQGDU\3ODQZLOOEHFRQVLVWHQWZLWKWKH &LW\¶V*URZWK6WUDWHJ\DQGSURMHFWHGKRXVLQJQHHGVWKH3URYLQFLDO3ROLF\6WDWHPHQWDQG*URZWK Plan
    [Show full text]
  • WATER QUALITY ASSESSMENT Buckhorn Creek & the Welland
    WATER QUALITY ASSESSMENT Buckhorn Creek & the Welland River In the Vicinity of the Glanbrook Landfill 2006 For: Fabiano Gondim, P. Eng. Supervisor of Landfills Waste Management Division Public Works Department City of Hamilton 120 King Street West Suite 1170 Hamilton, Ontario L8P 4V2 By: The Niagara Peninsula Conservation Authority March 2007 1.0 INTRODUCTION 1.1 Background The Glanbrook Landfill study site is located in the former Township of Glanbrook in the southeast portion of the City of Hamilton, Ontario. The landfill is currently the only open and operating landfill in the City of Hamilton, and has been in operation since 1980. The Glanbrook Landfill is designed to receive domestic, commercial, and non-hazardous solid industrial waste. Leachate is collected via a leachate collector system and is transported off-site to the City of Hamilton’s Waste Water Treatment Plant. Stormwater drainage is managed using a combination of open ditches and retention ponds. The site is currently operated by Waste Management of Canada Corporation (formerly named Canadian Waste Services Incorporated) on behalf of the City of Hamilton. The City of Hamilton currently has ten surface water quality monitoring stations on the Welland River and Buckhorn Creek, and select surface water samples are taken monthly for condensed parameters and four times a year for more comprehensive testing to determine water quality impacts. Both waterways meander through the landfill property and converge east of the site (Figures 1a, 1b). Annual monitoring reports have stated that there is no chemical evidence of landfill leachate impact on water quality in Buckhorn Creek and the Welland River (Golder Associates Ltd., 2002).
    [Show full text]