Cayoosh Mountains
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
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. -
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. -
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. -
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. -
British Columbia Coastal Range and the Chilkotins
BRITISH COLUMBIA COASTAL RANGE AND THE CHILKOTINS The Coast Mountains of British Columbia are remote with limited accessibility by float plane, helicopter or boating up its deep inlets along the coast and hiking in. The mountains along British Columbia and SE Alaska intermix with the sea in a complex maze of fjords, with thousands of islands. It is a true wilderness where not exploited by logging and salmon farming pens. But there are some areas accessible from roads that can be explored, including west of Lillooet, the Chilcotins, and the Garibaldi Range. The Coast Mountains extend approximately 1,600 kilometres (1,000 mi) long from the southeastern boundaries are surrounded by the Fraser River and the Interior Plateau while its far northwestern edge is delimited by the Kelsall and Tatshenshini Rivers at the north end of the Alaska Panhandle, beyond which are the Saint Elias Mountains. The western mountain slopes are covered by dense temperate rainforest with heavily glaciated peaks and icefields that include Mt Waddington and Mt Silverthrone. Mount Waddington is the highest mountain of the Coast Mountains and the highest that lies entirely within British Columbia, located northeast of the head of Knight Inlet with an elevation of 4,019 metres (13,186 ft). The range along its eastern flanks tapers to the dry Interior Plateau and the boreal forests of the southern Chilkotins north to the Spatsizi Plateau Wilderness Provincial Park. The mountain range's name derives from its proximity to the sea coast, and it is often referred to as the Coast Range. The range includes volcanic and non-volcanic mountains and the extensive ice fields of the Pacific and Boundary Ranges, and the northern end of the volcanic system known as the Cascade Volcanoes. -
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 -
Mule Deer Buck Migrations and Habitat Use in the Bridge River, British Columbia: Preliminary Results (FWCP Project # 12.W.BRG.03)
Mule Deer Buck Migrations and Habitat Use in the Bridge River, British Columbia: Preliminary Results (FWCP Project # 12.W.BRG.03) PREPARED BY: Chris Procter, R.P.Bio Francis Iredale, R.P.Bio Ministry of Forests, Lands & Natural Resource Operations Fish & Wildlife Kamloops, BC PREPARED FOR: Fish & Wildlife Compensation Program-Coastal MARCH 31, 2013 EXECUTIVE SUMMARY In recent years, both the Ministry of Forests, Lands and Natural Resource Operations (MFLNRO) and the St’at’imc First Nation have become concerned with the status of the mule deer population west of the Fraser in southcentral British Columbia. These concerns provided the impetus for the recently completed two years of research on the female components of the deer population in the St’at’imc territory. This project seeks to build and expand on that data set by investigating habitat use and migration ecology of mule deer bucks in the area to provide further information on this population that can be applied to deer management. The primary purpose of this report is to report preliminary results from the first sampling session (i.e., first 2 years of the project). During April and May 2011, 9 mule deer bucks were captured and collared in the study area through free-range chemical immobilization. Collars were retrieved during April and May 2012 and data was downloaded for analysis. Overall, 78% of bucks migrated to distant summer ranges entirely separated from spring/winter ranges. Migrations were generally characterized as relatively straight in a westerly direction along the south aspect slopes on the north side of Carpenter Lake with use of interspersed transitional ranges along the way.