La Joie and Bridge Water Licence Renewals Questions and Answers
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Electoral Area Directors Committee Agenda October 9, 2019; 10:30 AM Pemberton Community Church - Meeting Room 7420 Dogwood Street, Pemberton, BC
Electoral Area Directors Committee Agenda October 9, 2019; 10:30 AM Pemberton Community Church - Meeting Room 7420 Dogwood Street, Pemberton, BC Item Item of Business and Page Number Page 1. Call to Order We would like to recognize that this meeting is being held on the Traditional Territory of the Líl’wat Nation. 2. Approval of Agenda 3. Electoral Area Directors Committee Closed Meeting THAT the Committee close the meeting to the public under the authority of Section 90(1)() of the Community Charter. 4. Rise & Report from the Closed Electoral Area Directors Committee Meeting 5. Consent Agenda (Voting rule on each item may vary; unanimous vote required) Items appearing on the consent agenda which present a conflict of interest for Committee Members must be removed from the Consent Agenda and considered separately. Any items to be debated or voted against must be removed from the Consent Agenda and considered separately. THAT the resolutions set out in the Consent Agenda be approved, and those Consent Agenda items which do not have resolutions related thereto be received. 5.1 Approval and Receipt of Minutes 5.1.1. Electoral Area Directors Committee Meeting Draft 5 - 11 Minutes of September 5, 2019 THAT the Electoral Area Directors Committee Meeting Minutes of September 5, 2019 be approved as circulated. 5.2 Staff Reports & Other Business 5.2.1. September 2019 Select Funds Report 12 - 16 THAT the following resolution of the September 5, 2019 Electoral Area Directors Committee meeting with respect Item Item of Business and Page Number Page -
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. -
Preliminary Calibration of a Numerical Runout Model for Debris Flows in Southwestern British Columbia
7th International Conference on Debris-Flow Hazards Mitigation Preliminary calibration of a numerical runout model for debris flows in Southwestern British Columbia Sophia Zubryckya,*, Andrew Mitchella, Jordan Aaronb, Scott McDougalla a Department of Earth, Ocean and Atmospheric Sciences – University of British Columbia, Vancouver, British Columbia, Canada bDepartment of Engineering Geology – ETH Zürich, Zürich, Switzerland Abstract Debris-flow hazard and risk assessments require reliable estimates of inundation area, velocity and flow depth to evaluate spatial impact and impact intensity. Semi-empirical numerical runout models that simulate bulk flow behavior with simple rheological models are useful in forecasting these parameters, however, they require calibration by back-analyzing past events. This paper presents the back-analysis of six debris flows in southwestern British Columbia using a novel automated calibration approach that systematically optimizes the Dan3D runout model to fit field observations. The calibration method yielded good simulations of runout length, but under-predicted flow depths in some cases, and over-predicted velocities in all cases. The best-fit Voellmy rheology parameters for the studied cases ranged from 46 to 531 m/s2 for the turbulence coefficient and 0.08 to 0.18 for the friction coefficient. There is a potential inverse correlation between friction coefficient and event volume. Calibrated parameters were compared to morphometric parameters for the study sites, which may be useful for guiding parameter selection once a larger dataset is calibrated. Ongoing work is focused on refining the calibration technique, including standardization of input parameters more relevant to debris flows. The long-term goal is to apply the technique to a larger dataset of debris-flow cases and provide practitioners with better guidance on the selection of model input parameters for forecasting purposes. -
Brief on Mining and “Backcasting from Principles of Sustainability”
Creating Resilience in the SLRD The Report of the SLRD Energy Resilience Task Force FINAL REPORT February, 2011 © 2011, Squamish-Lillooet Regional District. All Rights Reserved. The preparation of this sustainable community plan was carried out with assistance from the Green Municipal Fund, a Fund financed by the Government of Canada and administered by the Federation of Canadian Municipalities. Notwithstanding this support, the views expressed are the personal views of the authors, and the Federation of Canadian Municipalities and the Government of Canada accept no responsibility for them. FINAL REPORT February, 2011 A partial list of things made from Oil… Solvents Diesel fuel Motor Oil Bearing Grease Ink Floor Wax Ballpoint Pens Football Cleats Upholstery Sweaters Boats Insecticides Bicycle Tires Sports Car Bodies Nail Polish Fishing lures Dresses Tires Golf Bags Perfumes Cassettes Dishwasher parts Tool Boxes Shoe Polish Motorcycle Helmets Caulking Petroleum Jelly Transparent Tape CD Player Faucet Washers Antiseptics Clothesline Curtains Food Preservatives Basketballs Soap Vitamin Capsules Antihistamines Purses Shoes Dashboards Cortisone Deodorant Footballs Putty Dyes Panty Hose Refrigerant Diapers Life Jackets Rubbing Alcohol Linings Skis TV Cabinets Shag Rugs Electrician's Tape Tool Racks Car Battery Cases Epoxy Paint Mops Slacks Insect Repellent Oil Filters Umbrellas Yarn Fertilizers Hair Colouring Roofing Toilet Seats Fishing Rods Lipstick Denture Adhesive Linoleum Ice Cube Trays Synthetic Rubber Speakers Plastic Wood Electric Blankets -
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. -
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. -
10:30 AM Tsal'alh Elders Complex 600 Skiel Mountain Road, Shalalth, BC
Squamish-Lillooet Regional District Board Minutes June 28 and 29, 2017; 10:30 AM Tsal'alh Elders Complex 600 Skiel Mountain Road, Shalalth, BC In Attendance: Board: J. Crompton, Chair (Whistler); T. Rainbow, Vice-Chair (Area D); D. Demare (Area A); M. Macri (Area B); R. Mack (Area C); M. Lampman (Lillooet); P. Heintzman (Squamish) Absent: District of Squamish (One Director); Village of Pemberton Staff: L. Flynn, CAO (Deputy Corporate Officer); J. Nadon, Communications & Grant Coordinator Delegations: Tsal’alh Chief and Council; D. Wolfin, President & CEO, C. Daley, Corporate Social Responsibility Manager, Fred Sveinson, Senior Mining Advisor, Avino Silver & Gold Mines Ltd.; R. Joubert, General Manager, Tsal'alh Development Corporation; J. Coles, Area Manager, Bridge River Generation, J. Shepherd, Project Manager, M. DeHaan, Technical Principal, Planning & Water Licencing, J. Muir, Community Relations Regional Manager, R. Turner, Construction Manager, Lower Mainland, BC Hydro Others: P. Dahle (Area A - Alternate); D. DeYagher (Area B - Alternate); B. Baker of Britannia Oceanfront Development Corporation; members of the public 1. Call to Order The meeting was called to order at 10:30 AM. The Chair recognized that this meeting is being held on Tsal'alh Traditional Territory. In remembrance of Andrée Janyk 2. Approval of Agenda It was moved and seconded: THAT the following item be moved to immediately after Approval of Agenda: 7.3.2. Request for Decision - Britannia Oceanfront Developments Corporation - Rezoning and OCP Amendment Application Page 2 of 23 of the minutes of the Squamish-Lillooet Regional District Board meeting, held on Wednesday, June 28 and Thursday, June 29, 2017 in the Tsal'alh Elders Complex 600 Skiel Mountain Road, Shalalth, BC. -
E. R. B UCKELL Dominion Entomological Laboratory, Kamloops, B
ENTOMOLOGICAL SOC. OF BRITISH COLUMBIA, PROC. (1949), VOL. 46, MAY 15, 1950 33 THE SOCIAL WASPS (VESPIDAE) OF BRITISH COLUMBIAl' E. R. B UCKELL Dominion Entomological Laboratory, Kamloops, B. C. AND G. J. SPENCER University of British Columbia, Vancouver, B. C. This paper on the social wasps of etts. for their determination. Frequent British Columbia has been prepared use has been made of Dr. Bequaert's from the collections in the Field Crop publications on the Vespidae (1931- Insect Laboratory, Kamloops, and the 1942), and many points of int,erest University of British Columbia, Van therein have been included in this paper. couver. The majority of the specimens were collected by the authors who are The localities from which material greatly indebted to Dr. J. Bequaert, has been recorded have been listed and Museum of Comparative Zoology, Har marked by a number on the accompany vard College, Cambridge, Massachus- ing map. Family VESPIDAE Vespa alascensis Packard, 1870, Trans. Chi cago Ac. Sci .• II. p. 27, PI. II. fig. 10 (I'; Subfamily VESPINAE (Lower Yukon, Alaska). Genus VESPULA C. G. Thomson Vespa westwoodii Shipp, 1893, Psyche, VI. The genus Vespula, with its two sub p. 450 (Boreal America). LOCALITIES - Vernon, Salmon Arm, Celista, genera, Vespula and Dolichovespula, in Squilax. Adams Lake, Chase, Kamloops, cludes the well known and pugnacious Douglas Lake, Minnie Lake, Bridge Lake, yellow-jackets and hornets. 100 Mile House, Canim Lake, Chilcotin, Alexandria, Quesnel. Barkerville, Prince The paper nests of yellow -jackets and George, Burns Lake, Yale, Skidegate. those of the large black and white, bald MATERIAL EXAMINED-24I' • 6 7 ~, 5 o.