TEXAS CREEK AR. Prepared by. Jennifer Shypitka, B.Sc, GJ.T. For. B.C. Ministry of For sts Lillooet Forest Dist ict. January 1996

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Transcription:

1 1 TEXAS CREEK AR DETALED TERRAN M PPNG WTH EVALUATONS FOR SL PE STABLTY AND EROSON POTE TAL l Prepared by ennifer Shypitka, B.Sc, G.T. For B.C. Ministry of For sts Lillooet Forest Dist ict anuary 1996.M. Ryder and Associates, Ter ain Analysis nc. P.O. Box 45005, Dunbar P stal Outlet Vancouver, British Columbi, V6S 2MB i

.M. Ryde & Associates, Terrain Analysis nc. P.O. Box 005 Vancouver B.C. V6S 2M8 Phone (60 ) 736-4211 Fax (604) 736-5101 1 i.. j 1! j j j anuary 23, 1996 Mr. Bruce Hupman Resource Officer, Engineering Ministry of Forests, Lillooet Forest District 650 ndustrial Place Bag Service 700 Lillooet, B.C. VOK 1 VO Dear Bruce Hupman, Detailed terrain mapping and assessment of slope stability (5 class) and erosion potential were carried out for the Texas Creek are at the request of the Ministry of Forests, Lillooet, in order to provide information f r planning of future forestry activities. The results are presented in this report, which accompanies a terrain map and an interpretive map. This information is pres nted on 1: 10 000 scale base maps that have been enlarged from 1 :20 000 scale TR maps by Hugh Hamilton Ltd. Digital files will be sent to you from ohn Bunning at Hugh Hamilton Ltd. Terrain mapping was carried out by air photo interpretati and field checking at Terrain. Survey ntensity Level (TSL) B. The report includes a general overview of the phy iography of the area, descriptions of terrain mapping methodology and mapping reliabil y, descriptions of surficial materials and processes, and criteria used for slope stabilit and erosion potential interpretations. mplications and recommendations for forest land management that arise out of this terrain work are also provided. Field forms compl ted for each site are not included in the report, and can be sent upon request. The information and analyse's contained in the re rts are based on observations of land-surface conditions and current understanding of slope processes. However, because slope stability is strongly influenced by s bsurface conditions that are not apparent from surface observations or air photo i terpretation (e.g., characteristics of subsurface materials, subsurface hydrologic cond ions), by events whose time of occurrence cannot be predicted (e.g., extreme st rms, earthquakes), and by land management practices, the results and recomme dations provided in this report cannot guarantee that no landslides will occur in areas af ected by forestry activities. Appropriate use of terrain information and implem ntation of recommendations will, however, reduce the risk of landslides and erosio. Please contact us at (604) 736-4211 if you have ny questions or comments regarding these reports. Thank you for giving MRA T A the pportunity to carry out this terrain work. Yours truly, ~ ~/d-k ennifer Shypitka, B.Sc., G..T. and.m. Ryder,~

CONTENTS,! j l (1) ntroduction (2) Physiography (3) Methods (3.1) Terrain Mapping (3.2) Mapping Reliability (4) Surficial Materials and Associated Landforms (4. 1) Till (M) (4.2) Colluvium (C). (4.3) Other Materials (F, 0, R) (5) Active Geomorphological Processes (5.1) Snow Avalanches (-A) (6) nterpretations for Stability and Erosion Poten ial (7) Recommendations (8) Conclusions Acknowledgements References 3 3 5 5 5 6 6 7 7 8 8 8 11 11 12 13 : Appendix 1: Terrain Map Legend 14 Pocket 1: Terrain Map: Blackline print of 1: 1 0 00 scale overlay map Pocket 2: nterpretive Map: Blackline print of 1: 1 000 scale overlay map 2

1) NTRODUCTO, i The objective of this project was to prepar terrain, slope stability and erosion potential maps as a basis for long term en ironmental planning, including forest management, in the Texas Creek area, abo 55 ha (Figure 1). This brief report accompanies the terrain and interpretive ma. Terrain mapping and interpretations for slo e stability and erosion potential were carried out according to provincial standards (Section 3). Terrain mapping was done on 1: 15 000 scale colour air photos by air p oto interpretation, followed by field checking. Terrain, slope stability and erosion potential information are presented on a 1: 10 000 scale base map that has been enlarged from a 1: 20 000 scale TRM map (921.041) by Hugh Hamilton Ltd. Two maps have been produced to display the information; a terrain map and inter retive map. The terrain map includes terrain classification, slope class, and drai age class for each polygon. The interpretive map includes erosion potential and slo e stability ratings. This report augments the information that i shown on the maps. t provides a general overview of the physiography of the stu y area (Section 2), a description of terrain mapping methodology and mapping relia ility (Section 3), additional information about surficial materials and processe (Sections 4 and 5), and criteria applied for slope stability and erosion potential int rpretations (Section 6). mplications and recommendations for forest land anagement that arise out of this terrain work are discussed in Section 7. 1 The study area is located near the headwat rs of Texas Creek, which is situated in the eastern Pacific Ranges (Lillooet Ran e) of the Coast Mountains physiographic region in British Columbia (Holland, 964). Texas Creek is small (less than 5 metres wide) and flows northeast to meet e Fraser River. Local relief in the study area is about 220 metres, with elevatio ranging from 1480 to 1700 m a.s.l. The slopes just south of the study area are ery steep, with a 500 m elevation gain in a 600 m horizontal distance. Alt ough not part of the study area, these slopes contribute to some of the characteris ics of the southern portion of the study area, such as colluvium deposited byavalan hes. Bedrock geology of the study area was ma ped at a scale of 1 :250 000, (Monger and McMillan, 1989). The area is underla n by intrusive igneous rocks of a late Cretaceous Age. The presence of the major r ck type (granodiorite) was confirmed during field work. n the study area, bedrock is mostly buried y variable thicknesses of glacial drift (see Section 4). The drift was deposited duri g the last major glaciation (Fraser Glaciation). At the glacial maximum about 15 000 years BP, all of the study area was buried by ice. During deglaciation, abou 12 000 to 11 000 years BP, frontal recession of valley glaciers occurred. 3