Species of Interest Action Plan Final Draft
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Upper Bridge River Valley Official Community Plan Bylaw No. Bylaw 608, 1996
Upper Bridge River Valley Official Community Plan Bylaw No. Bylaw 608, 1996 CONSOLIDATED COPY May 2016 IMPORTANT NOTICE THIS IS AN UNOFFICIAL CONSOLIDATION OF BYLAW NO. 608 WHICH HAS BEEN PREPARED FOR CONVENIENCE ONLY. Although the Squamish-Lillooet Regional District is careful to assure the accuracy of all information presented in this consolidation, you should confirm all information before making any decisions based on it. Information can be confirmed through the SLRD Planning Department. Bylaw 608 ( Consolidated for Convenience Only) May 2016 SUMMARY OF AMENDMENTS CONSOLIDATED FOR CONVENIENCE ONLY Consolidated bylaws are consolidated for convenience only and are merely representative. Each consolidated bylaw consists of the original bylaw text and maps, together with current amendments which have been made to the original version. Copies of all bylaws (original and amendments) may be obtained from the SLRD Planning and Development Department. BY-LAW NO. DATE OF ADOPTION 1022 – 2006 Major Review of Upper Bridge River Valley OCP January 28, 2008 Rezoning a parcel of unsurveyed Crown land from Resource 1094 – 2008 October 26, 2009 Management to Industrial Tyax Real Estate Ltd. text and map amendments plus 1305 - 2014 housekeeping amendment July 28, 2014 PID 024-877-638 (Lot 5, DL 4931, Plan KAP67637, LLD) Creating a Medical Marihuana Production Facility 1309 - 2014 February 25, 2015 Development Permit Area 1440 - 2016 OCP amendments to the Tyax Staff Housing May 25, 2016 Official Community Plan Bylaw No. 608 Page 2 Bylaw 608 ( Consolidated for Convenience Only) May 2016 SQUAMISH LILLOOET REGIONAL DISTRICT BYLAW NO. 1022, 2006 A bylaw of the Squamish Lillooet Regional District to amend the Upper Bridge River Valley Official Community Plan Bylaw No. -
Horseshoe Bend Trail Rails & Trails Made Upofdeepsandand Es
Code: GC3QN7Z Rails & Trails Written and Researched by Wayne Robinson Horseshoe Bend Trail Site Identification Nearest Community: Lillooet, B.C. Geocache Location: N 50°51.608' W 122°09.318' Ownership: Crown Land Accuracy: 4 meters Photo: Wayne Robinson Overall Difficulty: 2.5 Overall Terrain: 3 The Horseshoe Bend is located on Highway 40, along the Bridge River just south of the confluence of the Bridge Access Information and and Yalakom Rivers. This is an interesting feature marked Restrictions: by a dramatic bend within the river. The canyon walls From the Mile 0 Cairn go north 2 km and turn left on Hwy 40 and follow for are laced with hoodoos and made up of deep sand and 28 km approximately to Horseshoe Bend gravel deposits left behind by retreating glaciers. At pull off. Do not drive down old road. first glance the Horseshoe Bend looks to be a marvel of Beware of cliff edge. Watch for falling geological forces, but it is a human made feature. This rock. Caution if with children and pets. Do not walk on upper rim of Horseshoe feature is sometimes called Horseshoe Wash; this helps Bend. describe the way in which the feature was created, through hydraulic mining for gold. It is amazing that this is a mine. Parking Advice: Operations began here in the 1908 and continued off and Between trees off the road at a natural on until relatively recent times. Between 1908 and 1914 view point. over a million dollars’ worth of gold was extracted from this area (using the historic gold value of $32 per ounce). -
British Columbia Geological Survey Geological Fieldwork 1989
GEOLOGY AND MINERAL OCCURRENCES OF THE YALAKOM RIVER AREA* (920/1, 2, 92J/15, 16) By P. Schiarizza and R.G. Gaba, M. Coleman, Carleton University J.I. Garver, University of Washington and J.K. Glover, Consulting Geologist KEYWORDS:Regional mapping, Shulaps ophiolite, Bridge REGIONAL GEOLOGY River complex, Cadwallader Group Yalakom fault, Mission Ridge fault, Marshall Creek fault. The regional geologic setting of the Taseko-Bridge River projectarea is described by Glover et al. (1988a) and Schiarizza et al. (1989a). The distributicn and relatio~uhips of themajor tectonostratigraphic assemblages are !;urn- INTRODUCTION marized in Figures 1-6-1 ;and 1-6-2. The Yalakom River area covers about 700 square kilo- The Yalakom River area, comprisinl: the southwertem metres of mountainous terrain along the northeastern margin segment of the project area, encompasses the whole OF the of the Coast Mountains. It is centred 200 kilometres north of Shubdps ultramafic complex which is interpreted by hagel Vancouver and 35 kilometresnorthwest of Lillooet.Our (1979), Potter and Calon et a1.(19901 as a 1989 mapping provides more detailed coverageof the north- (1983, 1986) dismembered ophiolite. 'The areasouth and west (of the em and western ShulapsRange, partly mapped in 1987 Shulaps complex is underlain mainly by Cjceanic rocks cf the (Glover et al., 1988a, 1988b) and 1988 (Schiarizza et al., Permian(?)to Jurassic €!ridge Rivercomplex, and arc- 1989d, 1989b). and extends the mapping eastward to include derived volcanic and sedimentary rocksof the UpperTri %sic the eastem part of the ShulapsRange, the Yalakom and Cadwallader Group. These two assemhkgesare struclurally Bridge River valleys and the adjacent Camelsfoot Range. -
BRGMON-1 | Lower Bridge River Aquatic Monitoring
Bridge River Project Water Use Plan Lower Bridge River Aquatic Monitoring Implementation Year 6 Reference: BRGMON-1 BRGMON-1 Lower Bridge River Aquatic Monitoring, Year 6 (2017) Results Study Period: April 1 2017 to March 31 2018 Jeff Sneep Chris Perrin, Shauna Bennett, and Jennifer Harding, Limnotek Josh Korman, Ecometric Research Field Studies and Data Collection Completed by: Alyson McHugh, Danny O’Farrell, and Elijah Michel, Coldstream Ecology Ltd. November 7, 2018 BRGMON-1 Lower Bridge River Aquatic Monitoring, Year 6 (2017) Results Report Prepared for: St’at’imc Eco-Resources Report Prepared by: Jeff Sneep Chris Perrin, Shauna Bennett & Jennifer Harding, Limnotek, and Josh Korman, Ecometric Research Field Studies and Data Collection Completed by: Alyson McHugh, Danny O’Farrell & Elijah Michel, Coldstream Ecology Ltd. File no. BRGMON-1 April 2018 Lower Bridge River Aquatic Monitoring Year 6 (2017) Executive Summary A second year of high flow monitoring was conducted in 2017. The peak flow release from Terzaghi Dam was 127 m3∙s-1 and average flows for the year were 19 m3∙s-1. The high flow period began in the third week of May, peaked across the month of June, and was ramped back down by the third week of July (high flow duration = 59 days). Outside of the high flow period, the flow releases conformed to the Trial 2 hydrograph from the Lower Bridge River (LBR) flow experiment. Increases in the maximum Terzaghi Dam discharge were expected to have impacts on the aquatic ecosystem in the LBR. In both the short- and long-term, high flows were anticipated to affect periphyton accrual and biomass, benthic invertebrate abundance and diversity, and juvenile salmonid growth and abundance, related to disturbance and changes in habitat suitability associated with the high flows. -
Community Risk Assessment
COMMUNITY RISK ASSESSMENT Squamish-Lillooet Regional District Abstract This Community Risk Assessment is a component of the SLRD Comprehensive Emergency Management Plan. A Community Risk Assessment is the foundation for any local authority emergency management program. It informs risk reduction strategies, emergency response and recovery plans, and other elements of the SLRD emergency program. Evaluating risks is a requirement mandated by the Local Authority Emergency Management Regulation. Section 2(1) of this regulation requires local authorities to prepare emergency plans that reflects their assessment of the relative risk of occurrence, and the potential impact, of emergencies or disasters on people and property. SLRD Emergency Program [email protected] Version: 1.0 Published: January, 2021 SLRD Community Risk Assessment SLRD Emergency Management Program Executive Summary This Community Risk Assessment (CRA) is a component of the Squamish-Lillooet Regional District (SLRD) Comprehensive Emergency Management Plan and presents a survey and analysis of known hazards, risks and related community vulnerabilities in the SLRD. The purpose of a CRA is to: • Consider all known hazards that may trigger a risk event and impact communities of the SLRD; • Identify what would trigger a risk event to occur; and • Determine what the potential impact would be if the risk event did occur. The results of the CRA inform risk reduction strategies, emergency response and recovery plans, and other elements of the SLRD emergency program. Evaluating risks is a requirement mandated by the Local Authority Emergency Management Regulation. Section 2(1) of this regulation requires local authorities to prepare emergency plans that reflect their assessment of the relative risk of occurrence, and the potential impact, of emergencies or disasters on people and property. -
LITTLE GEM (Northern Gem) COBALT-GOLD
Geological Report on the LITTLE GEM (Northern Gem) COBALT-GOLD PROPERTY Gold Bridge/Bralorne Area South-Central British Columbia NTS 92J15W 500 53’47”N, 1220 57’12” W R.H. McMillan Ph.D., P.Geo. 15 January 2007 Table of Contents page 1 Introduction -- Synopsis 2 2 Location and Access 2 3 Claim Status 5 4 Physiographic and Vegetation 5 5 Past Exploration Work 5 6 Geology 6 7 Mineralization, Alteration and Veining 7 8 Mineral Resources 11 9 Metallurgy 11 10 Present Exploration Work 12 10 Conclusions and Discussion 12 11 Recommendations 13 12 Bibliography 14 List of Figures 1 Location Map and Generalized Geology - Little Gem Property 1 2 Claim Map - Little Gem Property 3 3 Surface Plan – Little Gem Property (after Lammle, 1986) 4 4 Regional Geology, Little Gem area (after Massey et al, 2005) 8 5 Little Gem Mine – plan of principal surface showings and underground workings (after Stevenson, 1948) 9 Tables 1 Little Gem Property Claims 3 2 Assays – Little Germ Mine Property (after Stevenson, 1948) 10 3 GPS Locations 12 Appendices 1 Statement of Expenditures 15 2 Certificate 16 LEGEND Granitic intrusions TT TT Tyaughton trough TT TT BR Ultramafite Gabbro CD Cadwallader Group BR Bridge River Complex O TT 51 00’ Fault - inferred CD CD Fault - thrust S hu la ps R BR an ge BR BR BR Little Gem Co-Au Deposit BR BR C ar pe nte e r k La n u La G ke BR Gold Bridge BR CD 122O 30’ Do wn tow n L ake BR CD BR Bralorne CD Bendor Range N O C 51 45’ o a st R a n g e CD CD BR BR BR 1:250 000 CD 0 6 kilometres Figure 1 - Location map and generalized geology - Little Gem Property (after Church, 1995) 1 1 Introduction -- Synopsis A potentially economic deposit of cobalt-gold mineralization with minor associated uranium is partially developed by three adits in the Gold Bridge area - the vein-type mineralization is hosted in granitic rocks of the Coast Range Igneous Complex and is part of the Bridge River gold mining district (Church, 1995). -
Aesthetic Impact Informational Services, LLC Remote Viewing
Aesthetic Impact Informational Services, LLC Remote Viewing Educational Example Remote Viewing Target 130703 Long Freight Train – Canadian Pacific Railway, Seton Lake, British Columbia Coordinates: 130703 Blind Tasking: The target is a location. Describe the location. Online Discussion: https://www.youtube.com/watch?v=pHplxCMHmJc CRV Session Sketches, Summary & Topology Information contributed by Ronald Kuhn, Ohio, USA ----------- Seton Lake is a freshwater fjord draining east via the Seton River into the Fraser River at the town of Lillooet, British Columbia, about 22 km long and 243 m in elevation and 26.2 square kilometres in area.[1] Its depth is 1500 feet. The lake is natural in origin but was raised slightly as part of the Bridge River Power Project, the two main powerhouses of which are on the north shore of the upper end of the lake near Shalalth. At the uppermost end of the lake is the community of Seton Portage and the 1 mouth of the short Seton Portage River, which connects Anderson Lake on the farther side of the Portage to Seton Lake. Retrieved Mar. 1, 2015. http://en.wikipedia.org/wiki/Seton_Lake Image courtesy of Larry Bourne Sketch courtesy of Ronald Kuhn, CRV Intermediate Level Student The Bridge River hydroelectric complex consists of three dams and stores water for four generating stations. The system uses Bridge River water three times in succession to generate 492 megawatts, or 6 to 8 per cent of British Columbia's electrical supply. Hydroelectric development of the system began in 1927 and was completed in 1960. Its waters (Downton Reservoir) initially pass through the Lajoie Dam and powerhouse and are then diverted through tunnels and penstocks from Carpenter Reservoir to the two powerhouses on Seton Lake Reservoir. -
Seton Ridge Trail
Code: GC3QN9X Rails & Trails Written and Researched by Wayne Robinson Seton Ridge Trail Site Identification Nearest Community: Lillooet, B.C. Geocache Location: N 50°38.913' W 122°07.020' Ownership: Crown Land Accuracy: Photo: Wayne Robinson 5 meters Overall Difficulty: 3 Overall Terrain: 4.5 Access Information and Seton Ridge follows the height of the land with dizzyingly Restrictions: steep drops of nearly 1600 meters to either side. Seton From the Mile 0 cairn on Main Street follow Hwy 99 South on the Duffey Ridge is the eastern terminus of the Cayoosh Ranges of the Lake Road for 19.5 km and turn right Coast Mountains of British Columbia. To the north of the on Seton Ridge Forstery Service Road. trail is Seton Lake and to the south, the Cayoosh Creek Cross the bridge over Cayoosh Creek, valley. Cayoosh Creek originates just west of Duffy Lake and continue on about 6 km to flat area on the left. Trail is adequately marked in Cayoosh Pass, close to Lillooet Lake. Seton Lake is with flagging tape. 4x4 with high classified as a freshwater fjord that drains to the east into clearance. Cayoosh Creek which is referred to as the Seton River in the BC Freshwater Fishing Regulations. Seton Lake’s Parking Advice: actual depth is not entirely known but is known to exceed Park in pull out. Trail starts to your left. 500 meters. Although it is called a lake, Seton is a reservoir; the eastern end was dammed as a part of the Bridge River Power complex that was completed in 1960. -
Order in Council 2513/1953
Approved and ordered this 10th day of November , A.D. 1953. — Z._7 6 f " At the Executive Council Chamber, Victoria, Lieutenant Governor. PRESENT: The Honourable Mr. Bennett in the Chair. Mr. Black Mr. Bonner Mr. Gunderson Mr. Kiernan Mr. Gaglardi Mr. ohetwynd Mr. Mr. Mr. Mr. V. To His Honour The Lieutenant-Governor in Council: The undersigned has the honour to REPORT: THAT the Public Utilities Commission, on the 5th day of November, 1953, granted a Certificate of Public Convenience and Necessity to B.C. Electric Co. Ltd. for the construction and operation of the Seton Creek hydro electric development and the construction and operation of a transmission line from Pemberton to a tie- in near Rosedale with the present Wahleach-Ingledow transmission line, a copy of which Certificate is attached hereto; AND TO RECOM}1END THAT in accordance with the provisions of the "Public Utilities Act" the said Certificate be approved. GC . DATED this O day of November, A.D. 1953 Premier APPROVED this / day of November* A.D. 1953 Presiding Member of the Executive Council -(4 -7/4 ./42., tt" ■ , • PROVINCE OF BRITISH COLUMBIA PUBLIC UTILITIES COMMISSION IN THE MATTER OF the "Public Utilities Act" and IN THE MATTER OF the Seton Creek Electric Power Development of British Columbia Electric Company Limited P. E. GEORGE Chairman W.' K. PENFOLD Commissioner R. E. POTTER Commissioner The 5th day of November, A. D. 1953 CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY THIS COMMISSION HEREBY CERTIFIES that public convenience and necessity require the construction -
Informing the Survival of Fraser Sockeye Returning in 2020 Through Life Cycle Observations
State of the Salmon: Informing the survival of Fraser Sockeye returning in 2020 through life cycle observations Bronwyn L. MacDonald, Sue C.H. Grant, Niki Wilson, David A. Patterson, Kendra A. Robinson, Jennifer L. Boldt, Jackie King, Erika Anderson, Scott Decker, Brian Leaf, Lucas Pon, Yi Xu, Brooke Davis, and Dan T. Selbie Fisheries and Oceans Canada Science Branch, Pacific Region Pacific Biological Station 3190 Hammond Bay Road Nanaimo, British Columbia V9T 6N7 2020 Canadian Technical Report of Fisheries and Aquatic Sciences 3398 1 Canadian Technical Report of Fisheries and Aquatic Sciences Technical reports contain scientific and technical information that contributes to existing knowledge but which is not normally appropriate for primary literature. Technical reports are directed primarily toward a worldwide audience and have an international distribution. No restriction is placed on subject matter and the series reflects the broad interests and policies of Fisheries and Oceans Canada, namely, fisheries and aquatic sciences. Technical reports may be cited as full publications. The correct citation appears above the abstract of each report. Each report is abstracted in the data base Aquatic Sciences and Fisheries Abstracts. Technical reports are produced regionally but are numbered nationally. Requests for individual reports will be filled by the issuing establishment listed on the front cover and title page. Numbers 1-456 in this series were issued as Technical Reports of the Fisheries Research Board of Canada. Numbers 457-714 were issued as Department of the Environment, Fisheries and Marine Service, Research and Development Directorate Technical Reports. Numbers 715-924 were issued as Department of Fisheries and Environment, Fisheries and Marine Service Technical Reports. -
Assessment of Fish Habitat and Production in Downton Lake
TABLE OF CONTENTS Page ABSTRACT ................... ......................... , i ACKNOWLEGEMENTS ..... ... .... iv TABLE OF CONTENTS ......... ............................ v LIST OF TABLES . " Vll LIST OF FIGURES . ....... ... ......................... Vlll LIST OF APPENDICES .... .... .......................... Xl 1.0 INTRODUCTION............ ..... .................... 1 2.0 BACKGROUND........................................ 3 2.1 Study Area ................ ...................... 3 2.2 Hydroelectric Development ............................. , 5 2.3 Other Development ............. .................... 7 2.4 Fish Resources ........ ............................ 9 3.0 METHODS .. .. .................. ....... .... .... 10 3.1 Description and Evaluation of Stream Habitat ................ " 10 3.2 Fish Sampling in Streams. .. 11 3.3 Estimation and Evaluation of Standing Stock Capability in Streams .................................. 12 3.4 Fish Sampling in the Reservoir ...... ..... ........... 13 3.5 Lirnnological Monitoring . .. 14 4.0 RESULTS........................................... 15 4.1 Weather and Streamflow Conditions During the October ". Field Investigations . .. 15 4.2 Turbidity and the Influence of Glacial Meltwater. .. 16 4.3 .Description and Evaluation of Fish Habitat in Streams .... ....... 17 4.3.1 BridgeRivermainstem ......................... 17 4.3.2 Bridge River side channels and associated tributaries . .. 22 4.3.3 McParlon Creek . .. 30 4.3.4 Smaller tributaries to the reservoir . 30 4.4 Distribution and Abundance of -
BC Hydro-Party Response
BC Hydro—Party Response A14/SEM/97-001/05/RSP DISTRIBUTION: General ORIGINAL: English EXECUTIVE SUMMARY On April 2, 1997, the Sierra Legal Defence Fund and the Sierra Club Legal Defense Fund (the "submitters") made a submission under Article 14 of the North American Agreement on Environmental Cooperation (NAAEC) alleging that the Government of Canada is failing to enforce its environmental law effectively. Specifically, the submission asserts that Canada fails to enforce s.35(1) of the Fisheries Act and fails to utilize its powers pursuant to s.119.06 of the National Energy Board Act to protect fish and fish habitat from damage caused by hydroelectric power generation in British Columbia by BC Hydro (BCH), a provincial Crown corporation. CANADA'S POSITION Canada supports the NAAEC process for submissions on enforcement matters, and considers Articles 14 and 15 to be among the most important provisions of the treaty. Canada submits that it is enforcing its environmental laws, and is in full compliance with its obligations under the NAAEC. Therefore, Canada submits that, in this instance, the development of a factual record is unwarranted as: · the assertions concerning the enforcement of the Fisheries Act are the subject of pending judicial or administrative proceedings within the meaning of Article 14(3)(a); · Canada is fully enforcing the environmental provisions of the Fisheries Act, and the National Energy Board (NEB) has properly exercised its power under the National Energy Board Act; · the provisions of the NAAEC cannot be applied retroactively to assertions of a failure to effectively enforce environmental laws prior to the coming into force of the NAAEC on January 1, 1994.