A Reconnaissance Survey Of Le Moray Lake #3
|
|
|
- Eugenia Wilson
- 9 years ago
- Views:
Transcription
1 A Reconnaissance Survey Of Le Moray Lake #3 A. R. Langston and A. R. McLean 1998 PWFWCP Report No. 136
2 The Peace/Williston Fish & Wildlife Compensation Program is a cooperative venture of BC Hydro and the provincial fish and wildlife management agencies, supported by funding from BC Hydro. The Program was established to enhance and protect fish and wildlife resources affected by the construction of the W.A.C. Bennett and Peace Canyon dams on the Peace River, and the subsequent creation of the Williston and Dinosaur Reservoirs. Peace/Williston Fish and Wildlife Compensation Program, 1011 Fourth Ave. 3 rd Floor, Prince George B.C. V2L 3H9 Website: This report has been approved by the Peace/Williston Fish and Wildlife Compensation Program Fish Technical Committee. Citation: A. R. Langston and A. R. McLean A reconnaissance survey of Le Moray Lake #3. Peace/Williston Fish and Wildlife Compensation Program, Report No pp plus appendices. Author(s): Arne Langston 1 and Allister R. McLean 1 Address(es): 1 Peace/Williston Fish and Wildlife Compensation Program, 1011 Fourth Ave., 3rd Floor Prince George, B.C. V2L 3H9
3 A RECONNAISSANCE SURVEY OF LE MORAY LAKE #3* WATERSHED: Pine River DATE OF SURVEY: July 28, 29, 1992 FIELD CREW LEADER: FIELD ASSISTANT: A.R. McLean M. Hunter PEACE/WILLISTON FISH AND WILDLIFE COMPENSATION PROGRAM B. C. HYDRO and MINISTRY OF ENVIRONMENT, LANDS AND PARKS *Le Moray Lake #3 is an unofficial name registered with the Geographical Names Unit of the Ministry of Environment, Lands and Parks.
4
5
6 LAKE: Le MORAY #3 SYSTEM NAME: Unnamed C. A.S.A.P. REFERENCE NO.: SYSTEM NO: DATA ON FILE FOR THIS SURVEY Location X Dissolved 02/Temp. Profiles x Physical Data X Winter Dissolved 02/Temp. Profiles x Bench Mark X Netting Record x Terrain Features X Lake Catch Summary x Access x Individual Fish Data -- Resorts and Campsites x Fish Preserved -- Other Developments X Stomach Analysis -- Obstructions and Pollutions x Scale Reading -- Special Restrictions x Location of Inventory Sites X Aquatic Plants x Photograph Directory x Wildlife Observations x Appendices: Miscellaneous Comments x Lake Drainage x A: Water Chemistry Analysis B: Tributary Stream Data x x Fisheries Management Comments x Bathymetric Map Reduction x History of Previous Surveys X Bathymetric Map x Water Chemistry Summary X LOCATION Location: 60 km southwest of Chetwynd Elevation: 1417 m +/ Latitude/Longitude: 55 28'06":122 29'04" U.T.M.: Management Unit: 7-22 N.T.S. Map No.: 93-0/8 Drainage: Outlet C. --> Le Moray L. #2 --> Outlet C. --> Le Moray L. #1 --> Mountain C. --> Pine R. --> Peace R. PHYSICAL DATA Lake Drainage Area: 2 km Volume: m3 Water Surface Area: m 2 Flushing Rate: -- Area above 6 m contour: m 2 Perimeter of Islands: 400 m Shoreline Perimeter: 1400 m Number of Islands: 2 Maximum Depth: 9.5 m Mean Depth: 2.4 m Filterable Residue (TDS): 38 mg/l Secchi Reading: 5.02 m Sounding Device: Lowrance X-15 Elevation Source: Contour interpolation BENCHMARK (Iron spike, center of red circle) located 9.0 m from shore at lake outlet, in a 28 cm diameter spruce tree. Benchmark is set 2.0 m above current lake level. High water mark: lake appears to be at maximum pondage.
7 TERRAIN FEATURES Immediate Shoreline: Shoreline is low to moderately sloped to water's edge, with the exception of the steeply sloped east side. Bog willow, hemlock, subalpine fir and spruce front the shoreline, with sedgegrass sparsely intermixed throughout. Shoreline substrate consists of fines, large cobble and boulder. Two small treed islands are located on the lake. Rock shoals are located at either ends of the islands. Lake bottom drops off gradually from shore. Boating access to shore is moderate with access to the lake is best suited to the low sloping southwest and northwest shorelines. Surrounding Country: Le Moray Lake #3 is located in the rugged Rocky Mountains. The lake is surrounded by mountainous terrain with a mature forest cover consisting of spruce, subalpine fir and hemlock. Le Moray Lake #3 is located in the Engelmann sprucesubalpine fir biogeoclimatic zone.
8 ACCESS Directions: Le Moray Lake #3 is approximately a 15 minute helicopter flight from Silver Sands Lodge, which is located 70 km west of Chetwynd on Highway 97. No ground access to the lake was observed. Road Type and Conditions: None. Restrictions: None noted. RESORTS AND CAMPSITES None, however a campsite may be best suited to the low-lying, level northwest end. A small campsite may also be suitable on the larger island. OTHER DEVELOPMENTS None noted.
9 OBSTRUCTIONS AND POLLUTIONS Due to subterranean flow, both upstream and downstream fish passage is obstructed in the first 9 m of the outlet, at current lake levels. A cascade (1.8 m drop over 4.0 m) is present approx. 30 m downstream of the lake. Upstream fish passage past this feature would be very difficult, but remotely possible during high flow. There are no further obstructions to fish passage between Le Moray Lakes #3, #2 and #1. However; 700 metres downstream of Le Moray Lake #1 waterfalls are present. These falls are a definite upstream barrier to fish passage. Numerous other falls and cascades are present on the outlet and Mountain C. (as derived from NTS Map No. 93-0/7 edition 3), some of which may be barriers to upstream fish passage. SPECIAL RESTRICTIONS None noted. AQUATIC PLANTS Aquatic plants were sparsely located at either ends of the lake. The following species were identified in the field, none were collected. Equisetum sp. Anacharis sp. Sedgegrasses WILDLIFE OBSERVATIONS 5 different species of water fowl.
10 MISCELLANEOUS COMMENTS Moderate concentrations of Gammarus noted in lake. Inventories have been conducted on Le Moray Lakes #1 and #2. Bathymetric map: The lake outline is from an enlargement of aerial photograph B.C No. 59, flown June, 1969.
11 LAKE DRAINAGE General: Le Moray Lake #3 has two intermittent inlets and 1 outlet. The outlet flows 125 m west to Le Moray Lake #2. From Le Moray Lake #2, the creek flows 28 m west to it's confluence with Le Moray Lake #1. The creek then flows 3.5 km southwest to Mountain Creek. Mountain Creek flows north 8.5 km to it's confluence with the Pine River. Major Systems: None. Minor Systems: Unnamed C. - intermittent inlet #1 The initial 150 m of this inlet was investigated. Draining into the south southeast corner of the lake, the inlet had an average wetted width of 0.6 m, average depth of 0.1 m and no noticeable flow. Due to low flows, accessible spawning and rearing habitat is available in marginal and moderate quantities, respectively. Unnamed C. - intermittent inlet #2 This seasonal inlet affords no spawning potential (organic substrate).
12 Unnamed C. - outlet The outlet drains approx. 125 m from the southwest end of Le Moray Lake #3 to Le Moray Lake #2. The entire length of the creek was investigated. Subterranean flow was noted in the initial 9 m of the outlet. A cascade (1.8 m drop over 4.0 m) is present approximately 30 m downstream of the lake. Approximately 50 m downstream from the lake, the creek had an average wetted width of 0.5 m, average depth of 0.1 m, average gradient of 7.5% and a water temperature of 13 C. Approximately 95 m downstream from the lake, the creek had an average wetted width of 2.0 m, average depth of 0.2 m, and an average gradient of 0.2%. The outlet affords no spawning habitat, but fair rearing habitat throughout (undercut banks, overstream vegetation). See point sample cards for additional information.
13 FISHERIES MANAGEMENT COMMENTS An overnight net set and two minnow traps yielded no fish. The lake is therefore believed to be barren of all fish species. Obstructions to fish passage are present in the initial 9 m and at 30 m downstream on the outlet creek, at present water levels. Further fish passage barriers are located downstream of Le Moray Lake #1. Spawning and rearing habitat in inlet #1 is marginal and moderate, respectively. Quantity of habitat is dependant on flows. The outlet affords no spawning habitat, but fair rearing habitat throughout. Le Moray Lake #3 is connected to Le Moray Lakes #2 and #1. Gammarus were noted in the lake (qualitative observations suggest moderate concentrations). Oxygen samples taken during the winter of 1991 /92 appear marginally suitable for supporting a fish population. This subalpine lake may be suitable for a sportfish introduction. The cold water temperatures of this lake would likely result in a "stunted" population if species like rainbow trout are introduced. The outlet stream may not always be a barrier to downstream fish migration, therefore, potential impacts on native fish species in the Pine River drainage should be considered, if this lake is stocked. No ground access to the lake was observed. Potential exists for flow consolidation, stream clearance and spawning habitat improvements on the outlet. Spawning habitat improvements on inlet #1 are also feasible pending possible access and fish introductions. Management considerations for Le Moray Lake #3 should include Le Moray Lakes #1 and #2. HISTORY OF PREVIOUS SURVEYS Lake Surveys: An oxygen/temperature series was collected on March 3, 1991 by A.R. Langston and A.R. McLean, Peace Fisheries Compensation Program, Prince George, B.C. Other Related Surveys: None known.
14 WATER CHEMISTRY SUMMARY Limnology Station No. 1 Field Conditions: Date: July 29, 1992 Time: 0900 hrs Air Temperature: 16.0 C Wind Velocity: 15 km/hr Wind Direction: south Cloud Cover: 1 /10 o.c. Surface Condition: light ripple Secchi Disc: 5.02 m Water Colour: gin clear Method(s) Used: Dissolved Oxygen: Water Temperature: Air Temperature: Ph (field): H2S (field): Laboratory Used: Water Sampler: Substrate Sampler: YSI model 58 oxygen/temperature meter YSI model 58 oxygen/temperature meter Hand-held alcohol thermometer Digital ph pocket tester Hach H2S field test kit Zenon Environmental Inc. B.C. Laboratory Services Verticle Alpha Water Bottle (Vandorn) Substrate sample not taken Water Sample Chemistry: SEAM Site No.: Not determined Sampling Depths Surface (0 m) Lower (9.0 m) ph (field) ph (lab) Specific Conductance (lab) 52 umhos/cm 58 umhos/cm Filterable Residue 105 C (lab) 38 mg/l 50 mg/i H2S (field) -- mg/l 0 mg/i Bottom Depth: Substrate Sample Depth: 9.3 m --- m NOTE: Lab ph analyzed outside of optional time frame.
15 Lake: Le Moray (#3) OXYGEN/TEMPERATURE DATA SUMMER WINTER Crew: A.R. McLean M. Hunter Date: July 29, 1992 Crew: A.R. Langston A.R. McLean Date: March 3, 1992 Snow depth: 4.0 cm Ice Depth: 120 cm DEPTH (m) 02 (mg/1) TEMP ( C) Surface Bottom DEPTH (m) * Surface 02 (mg/1) TEMP ( C) Bottom * Surface is referenced from top of ice, i.e. surface = top of ice.
16
17 NETTING RECORD Mesh sizes experimental order: 25, 76, 51, 89, 38, 64 mm NETTING SITE #1 Type: Sinking monofilament Date Set: July 28, 1992 Time: 1530 hrs Date Lifted: July 29, 1992 Time: 0845 hrs Net Dimensions: Length: 91.4 m Depth: 2.4 m Shallow End Mesh Size: 25 mm Depth: 1.0 m Substrate: cobble Deep End Mesh Size: 64 mm Depth: 5.5 m Substrate: fines Comments: 1 unidentified species of water fowl was captured in net. LAKE CATCH SUMMARY No fish netted. Minnow Traps: BAIT: Sardines # HOURS DEPTH (m) SUBSTRATE SPECIES SIZE RANGE (cm) large cobble 6 Gammarus fines
18
19 PHOTOGRAPH DIRECTORY Negative # Plate # Description R7:2A 1 Aerial view of Le Moray Lake #3 looking southwest. Arrow indicates location of outlet. R7:1 2 Aerial view of Le Moray Lake #3 looking northeast. R7:16A,17A 3 Panoramic view looking north, taken from middle of lake. R7:6A 4 Downstream view of seasonal inlet #1, taken approx. 10 m upstream from lake. R7:5A 5 Upstream view of seasonal inlet #1, taken approx. 10 m upstream from lake. R7:12A 6 Downstream view of point sample site #1 on outlet, taken approx. 95 m downstream from the lake. R7:1 OA 7 Upstream view of point sample site #1 on outlet, taken approx. 95 m downstream from the lake. R7:8A 8 Downstream view of point sample site #2 on outlet, taken approx. 50 m downstream from lake. R7:13A 9 Upstream view of point sample site #2 on outlet, taken approx. 50 m downstream from lake.
20 Lake: Le Moray (#3) Plate 1: Aerial view of Le Moray Lake #3 looking southwest. Arrow indicates location of outlet. Plate 2: Aerial view of Le Moray Lake #3 looking northeast.
21
22 Lake: Le Moray (#3) Plate 4: Downstream view of seasonal inlet #1, taken approx. 10 m upstream from lake. Plate 5: Upstream view of seasonal inlet #1, taken approx. 10 m upstream from lake.
23 Lake: LE MORAY (#3) Plate 6: Downstream view of point sample site #1 on outlet, taken approx. 95 m downstream from the lake. Plate 7: Upstream view of point sample site #1 on outlet, taken approx. 95 m downstream from the lake.
24 Lake: LE MORAY (#3) Plate 8: Downstream view of point sample site #2 on outlet, taken approx. 50 m downstream from lake. Plate 9: Upstream view of point sample site #2 on outlet, taken approx. 50 m downstream from lake.
25 Appendix A LABORATORY REPORT Water Chemistry Analysis
26
27
28
29 Appendix B TRIBUTARY STREAM DATA
30 System Name: Unnamed C. outlet System No.: Site Location: Sample Site #1, approx. 95 m downstream from lake. Date: Channel Width: Wetted Width: Max. Depth: Avg. Depth: Turbidity: Flood Signs: July 28, m 2.0 m 30 cm 20 cm 30 cm Time: Water Temp.: Stage (flow) Velocity: Field Gradient: Colour: hrs 13 C moderate no noticeable flow 0.2 % gin clear Height: 30 cm Type: n/a Substrate Breakdown: Fines Small Gravel Large Gravel Cobble 2 5 % -- % -- % 20% Boulder 5 5 % Bedrock --% Substrate Compaction: moderate Sand: -% Banks: Form Height Stability Right straight 0.3 m stable due to rooted vegetation Left straight 0.4 m stable due to rooted vegetation Comments: Field gradient measured over 10 m. Fair rearing habitat (overstream vegetation, undercut banks). No spawning habitat available.
31 System Name: Unnamed C. outlet System No.: Site Location: Sample Site #2, approx. 50 m downstream from lake. Date: July 28, 1992 Time: hrs Channel Width: 1.0 m Water Temp.: 13 0 C Wetted Width: 0.5 m Stage (flow) moderate Max. Depth: 17 cm Velocity: 0.33 m/sec Avg. Depth: 10 cm Field Gradient: 7.5 % Turbidity: 17 cm Colour: gin clear Flood Signs: Height: Type: n/a n/a Substrate Breakdown: Fines 5% Small Gravel 20% Large Gravel 30% Cobble 40% Boulder 5 % Bedrock -- % Substrate Compaction: moderate Sand: -- % Banks: Form Height Stability Right straight 0.2 m stable due to rooted vegetation Left straight 0.2 m stable due to rooted vegetation Comments: Field gradient and velocity measured over 3 m. Poor rearing habitat at sample site (high velocity) but fair rearing habitat in general (overstream vegetation). No spawning habitat available.
32
FISH INVENTORY QUALITY ASSURANCE CHECK FORM
Project name: FRBC project number: MELP project number: QA review by: Review date: FORM 3A DATA COMPILATION AND REPORTING DELIVERABLES FOR QA PAGE 1 OF 1 Watershed reporting Deliverable Hardcopy Digital
Ruby River Grayling - Gravel Spawning Beds Monitoring Report January 2008
Ruby River Grayling - Gravel Spawning Beds Monitoring Report January 2008 In partnership with Montana Department of Fish, Wildlife, and Parks (FWP), American Wildlands, and Wildlife Forever, the Madison
Sand and Silt Removal from Salmonid Streams
Sand and Silt Removal from Salmonid Streams Stream bank erosion Poor land use practices Sources of Sand and Silt Impacts of Sand and Silt Interstitial spaces infilled Little or no flow through the streambed
4. Environmental Impacts Assessment and Remediation Targets
4. Environmental Impacts Assessment and Remediation Targets 4.1 Environmental Impacts Significant additional development in the Alder Creek watershed is not anticipated at this time; however, there are
Year 2 7-15-10 Post Restoration Monitoring Summary Rock Creek Project Monitoring and Analysis conducted by Bio-Surveys,LLC. Contact: strask@casco.
Year 2 7-15-10 Post Restoration Monitoring Summary Rock Creek Project Monitoring and Analysis conducted by Bio-Surveys,LLC. Contact: [email protected] Project Sponsors include: The City of Corvallis Oregon
Index. protection. excavated drop inlet protection (Temporary) 6.50.1 6.51.1. Block and gravel inlet Protection (Temporary) 6.52.1
6 Index inlet protection excavated drop inlet protection (Temporary) 6.50.1 HARDWARE CLOTH AND GRAVEL INLET PROTECTION Block and gravel inlet Protection (Temporary) sod drop inlet protection ROCK DOUGHNUT
Outlet stabilization structure
Overview of Sedimentation and Erosion Control Practices Practice no. 6.41 Outlet stabilization structure Erosion at the outlet of channels, culverts, and other structures is common, and can cause structural
Addendum. Use Attainability Analysis for Site Specific Selenium Criteria: Alkali Creek. February 23, 2009
Addendum Use Attainability Analysis for Site Specific Selenium Criteria: Alkali Creek February 23, 2009 Prepared by MWH Americas, Inc. Prepared for EnCana Oil and Gas (USA) Inc. Page 2 Responses to Comments
Skaguay Reservoir. FISH SURVEY AND MANAGEMENT DATA Greg A. Policky - Aquatic Biologist (Salida) [email protected].
FISH SURVEY AND MANAGEMENT DATA (Salida) [email protected] / 719-530-5525 General Information: Skaguay Reservoir, a 114 acre impoundment, offers good fishing for rainbow and brown trout with an
Background Information: The Mamquam River Floodplain Restoration Project
Background Information: The Mamquam River Floodplain Restoration Project The Mamquam River Floodplain Restoration project is being undertaken in partnership with the Squamish River Watershed Society, Fisheries
Chapter 3 CULVERTS. Description. Importance to Maintenance & Water Quality. Culvert Profile
Chapter 3 CULVERTS Description A culvert is a closed conduit used to convey water from one area to another, usually from one side of a road to the other side. Importance to Maintenance & Water Quality
Environmental Case Study Decatur, Georgia, DeKalb County A Suburban Creek Resists Channelization
Introduction A visual examination of Doolittle Creek in a highly developed suburban county in Georgia yielded telltale signs of a creek whose original streambed had been altered. Examination of official
COMPLIANCE REPORT MUDDY HOLLOW CULVERT REMOVAL FILE NUMBER 25358N
COMPLIANCE REPORT MUDDY HOLLOW CULVERT REMOVAL FILE NUMBER 25358N Submitted by the National Park Service Point Reyes National Seashore Point Reyes Station, California, 94956 Project Description: Muddy
Stream Rehabilitation Concepts, Guidelines and Examples. Objectives. Pierre Y. Julien. Three Laws of Stream Restoration
Stream Rehabilitation Concepts, Guidelines and Examples Pierre Y. Julien Wuhan 2005 Objectives Part I - Stream restoration and rehabilitation: 1. Present and discuss important concepts, laws, criteria
Pioneer Park Stormwater Management Rehabilitation Project Town of Richmond Hill Engineering and Public Works Department Design, Construction and
Pioneer Park Stormwater Management Rehabilitation Project Town of Richmond Hill Engineering and Public Works Department Design, Construction and Water Resources Division Presentation Outline Background
WILLOCHRA BASIN GROUNDWATER STATUS REPORT 2009-10
WILLOCHRA BASIN GROUNDWATER STATUS REPORT 2009-10 SUMMARY 2009-10 The Willochra Basin is situated in the southern Flinders Ranges in the Mid-North of South Australia, approximately 50 km east of Port Augusta
SECTION 5. Sediment Control Measures
SECTION 5 Sediment Control Measures 60. STORM DRAIN INLET PROTECTION When Runoff from earth change activities will discharge to a catch basin or storm drain inlet. A newly constructed catch basin or storm
Climate, Vegetation, and Landforms
Climate, Vegetation, and Landforms Definitions Climate is the average weather of a place over many years Geographers discuss five broad types of climates Moderate, dry, tropical, continental, polar Vegetation:
Penticton Creek May 4, 2015 Council Meeting
Penticton Creek May 4, 2015 Council Meeting Penticton Creek Council Meeting May 4, 2015 Penticton Creek in the Early Years Penticton Creek Council Meeting May 4, 2015 Penticton Creek Today Penticton Creek
GLOSSARY OF TERMS CHAPTER 11 WORD DEFINITION SOURCE. Leopold
CHAPTER 11 GLOSSARY OF TERMS Active Channel The channel that contains the discharge Leopold where channel maintenance is most effective, sediment are actively transported and deposited, and that are capable
Neversink River East Branch
Neversink River East Branch Management Unit 10 Summary of Post-Flood Recommendations Intervention Level Full restoration of the stream reach including the eroding bank site between Station 38380 and Station
General Permit for Activities Promoting Waterway - Floodplain Connectivity [working title]
General Permit for Activities Promoting Waterway - Floodplain Connectivity [working title] Purpose These rules set forth the conditions under which a person may, without an individual removal-fill permit
Waterway Technote Drains
Waterway Technote Drains Contents Benefits of good drain practice 1 Are your drains healthy? 2 The Sustainable Dairying Water Accord 3 Planning drain maintenance 3 Fencing and clearing 3 Bank shaping (battering)
Monitoring Riparian Areas With a Camera
Monitoring Riparian Areas With a Camera By Michael DeLasaux 1, Holly George 2, and Philip Mainwaring 3 Riparian areas are next to streams, springs, rivers, ponds and lakes. Physical characteristics that
Michigan Department of Natural Resources 2007-28 Status of the Fishery Resource Report Page 1
Michigan Department of Natural Resources 2007-28 Status of the Fishery Resource Report Page 1 Bodi Lake Luce County, T50N, R08W, S29 Little Two Hearted River Watershed, Last surveyed 2004 James R. Waybrant
Columbia River Project Water Use Plan. Monitoring Program Terms of Reference
Columbia River Project Water Use Plan Revelstoke Flow Management Plan Monitoring Program Terms of Reference CLBMON-15a Middle Columbia River Physical Habitat Monitoring Revision January 29, 2015 Monitoring
1.7.0 Floodplain Modification Criteria
1.7.0 Floodplain Modification Criteria 1.7.1 Introduction These guidelines set out standards for evaluating and processing proposed modifications of the 100- year floodplain with the following objectives:
How To Check For Scour At A Bridge
Case Studies Bridge Scour Inspection and Repair Edward P. Foltyn, P.E. Senior Hydraulic Engineer ODOT Bridge Unit 2013 PNW Bridge Inspectors Conference April 2013 REFERENCES Stream Stability at Highway
STORMWATER MANAGEMENT CHECKLIST
STORMWATER MANAGEMENT CHECKLIST *This checklist must be completed and part of the Land Disturbing Permit submittal for review if the acreage disturbed is one (1) acre or more: I. SUPPORTING DATA Narrative
Travel Time. Computation of travel time and time of concentration. Factors affecting time of concentration. Surface roughness
3 Chapter 3 of Concentration and Travel Time Time of Concentration and Travel Time Travel time ( T t ) is the time it takes water to travel from one location to another in a watershed. T t is a component
CLIFTY CREEK PLANT MADISON, INDIANA
2015 DAM AND DIKE INSPECTION REPORT GERS-15-018 CLIFTY CREEK PLANT MADISON, INDIANA PREPARED BY GEOTECHNICAL ENGINEERING AEP SERVICE CORPORATION 1 RIVERSIDE PLAZA COLUMBUS, OHIO Annual Dam and Dike Inspection
Sollman Lake aka. Horn Created: November 03 Revised:
PARRY SOUND AREA LAKE SUMMARIES Brought to you compliments of: Gord Pollock, Broker Century 21 Granite Properties Ltd Brokerage 33 James Street, Parry Sound, Ontario P2A 1T6 Business: 705-746-2158, Fax:
Benton MacKaye Trail - Section 2. Three Forks (FS 58) to GA. Highway 60. 11.4 miles
General Benton MacKaye Trail - Section 2 Three Forks (FS 58) to GA. Highway 60 11.4 miles This is the longest and most remote section of the Benton MacKaye Trail (BMT) east of GA 5. It follows the Appalachian
Columbia River Project Water Use Plan. Monitoring Program Terms of Reference LOWER COLUMBIA RIVER FISH MANAGEMENT PLAN
Columbia River Project Water Use Plan LOWER COLUMBIA RIVER FISH MANAGEMENT PLAN CLBMON-45 Lower Columbia River Fish Indexing Surveys 31 August 2007 1.0 OVERVIEW LOWER COLUMBIA RIVER FISH MANAGEMENT PLAN
What Is Rehabilitation?
Location of Aggregate Operations Ready Mix Plant Locations Aggregate Locations Cement Terminal Locations What Is Rehabilitation? Rehabilitation is the treatment of land from which aggregate has been excavated
TENNESSEE GAS PIPELINE COMPANY, L.L.C.
TENNESSEE GAS PIPELINE COMPANY, L.L.C. HYDROLOGIC & HYDRAULIC CALCULATIONS FOR WATERBODIES CROSSED BY CONNECTICUT PIPELINE EXPANSION PROJECT CONNECTICUT LOOP Submitted by: Tennessee Gas Pipeline Company,
REPORT TO REGIONAL WATER SUPPLY COMMISSION MEETING OF WEDNESDAY, SEPTEMBER 4, 2013 LEECH WATER SUPPLY AREA RESTORATION UPDATE
Making a difference... together Agenda Item #9 REPORT #RWSC 2013-17 REPORT TO REGIONAL WATER SUPPLY COMMISSION MEETING OF WEDNESDAY, SEPTEMBER 4, 2013 SUBJECT LEECH WATER SUPPLY AREA RESTORATION UPDATE
ENVIRONMENTAL MITIGATION AT HYDROELECTRIC PROJECTS Volume 1. Current Practices for Instream Flow Needs, Dissolved Oxygen, and Fish Passage
DOEIID-10360 Distribution Category: UC-22S ENVIRONMENTAL MITIGATION AT HYDROELECTRIC PROJECTS Volume 1. Current Practices for Instream Flow Needs, Dissolved Oxygen, and Fish Passage M. J. Sale G. F. Cada
Earth Science. River Systems and Landforms GEOGRAPHY 1710. The Hydrologic Cycle. Introduction. Running Water. Chapter 14.
Earth Science GEOGRAPHY 1710 River Systems and Landforms DAVID R. SALLEE Robert W. Christopherson Charlie Thomsen Chapter 14 Introduction Rivers and streams are dynamic systems that continually adjust
SUSTAINABLE URBAN DRAINAGE SYSTEMS
overflow can lead into a permeable conveyance system to increase further the benefit and reduce the need for pipe systems. Pollutant removal rates have been shown to be high, with some pollutants being
BEAR RIVER MERCANTILE BOWRON LAKE BC
BEAR RIVER MERCANTILE BOWRON LAKE BC PO BOX 251, WELLS BC, V0K 2R0 / 604-424-4330 / WWW.BOWRONLAKE.COM WWW.FACEBOOK.COM/BOWRONLAKE / [email protected] 2/12/2015 Info Sheet #6 Fishing around the Bowron
CITY UTILITIES DESIGN STANDARDS MANUAL
CITY UTILITIES DESIGN STANDARDS MANUAL Book 2 (SW) SW9 June 2015 SW9.01 Purpose This Chapter provides information for the design of open channels for the conveyance of stormwater in the City of Fort Wayne.
CHAPTER 3A Environmental Guidelines for STREAM CROSSING BY ALL-TERRAIN VEHICLES
GOVERNMENT OF NEWFOUNDLAND AND LABRADOR DEPARTMENT OF ENVIRONMENT AND LABOUR CHAPTER 3A Environmental Guidelines for STREAM CROSSING BY ALL-TERRAIN VEHICLES WATER RESOURCES MANAGEMENT DIVISION Water Investigations
Mosquito Control Guidelines
Appendix G Mosquito Control Guidelines This appendix presents the guidance for designing and maintaining stormwater treatment measures to control mosquitoes from ACCWP s Vector Control Plan. Project sponsors
Prattsville Berm Removal Project. 1.0 Project Location
Prattsville Berm Removal Project 1.0 Project Location The project site is located between the New York State Route 23 Bridge over the Schoharie Creek and the Schoharie Reservoir. The restoration plan encompassed
Fireline Rehabilitation on Donnelly Flats fire (B222) Summary: 7/1/99 R.R. Jandt
Fireline Rehabilitation on Donnelly Flats fire (B222) Summary: 7/1/99 R.R. Jandt Assessment- During the suppression effort approximately 20-25 miles of bladed fireline was built using D-8-equivalent dozers.
Gold Ray Dam Interagency Technical Team Meeting
Gold Ray Dam Interagency Technical Team Meeting Agenda Public Outreach, Funding, Monitoring EA/BA/Permit Updates Deconstruction Plans Fish Passage & Salvage Plan Hydraulic Modeling Next Steps Public Outreach,
How To Plan A Buffer Zone
Backyard Buffers Protecting Habitat and Water Quality What is a buffer? A buffer (also called a riparian buffer area or zone) is the strip of natural vegetation along the bank of a stream, lake or other
How To Assess An Area For Erosion
SKY BASIN (UPPER CA 1 WATERSHED) EROSION ASSESSMENT Prepared by Kevin Drake, CPESC Integrated Environmental Restoration Services, Inc. August 2014 COMMON GROUND UNCOMMON SOLUTIONS P.O. BOX 7559 2780 LAKE
Get to Know Your Watershed. McMillan Creek
Get to Know Your Watershed McMillan Creek Where is McMillan Creek? McMillan Creek is found in the northeastern portion of the City of Prince George, know as the Hart and Shady Valley. It is located entirely
Emergency Spillways (Sediment basins)
Emergency Spillways (Sediment basins) DRAINAGE CONTROL TECHNIQUE Low Gradient Velocity Control Short-Term Steep Gradient Channel Lining Medium-Long Term Outlet Control Soil Treatment Permanent [1] [1]
Solar PV panels fitted to roofs. Solar PV panels produce electricity from energy provided by sunlight. 3.5 MWh per system
Solar PV panels fitted to roofs Yearly cost of production Cost per kwh 12.5p Solar PV panels produce electricity from energy provided by sunlight. 3.5 MWh per system 430 per system Solar energy can be
Land Disturbance, Erosion Control and Stormwater Management Checklist. Walworth County Land Conservation Department
Land Disturbance, Erosion Control and Stormwater Management Checklist Walworth County Land Conservation Department The following checklist is designed to assist the applicant in complying with the Walworth
Jackson Hydroelectric Project (FERC Project No. 2157) Revised Study Plan 12: Northern Spotted Owl Surveys. Final Technical Report
(FERC Project No. 2157) Revised Study Plan 12: Northern Spotted Owl Surveys Final Technical Report Prepared for: Public Utility District No. 1 of Snohomish County Everett, Washington Prepared by: Biota
Burnt River Black River and Gull River Flood Contingency Plan
Burnt River Black River and Gull River Flood Contingency Plan Objective: The objective of this plan is to preplan and prepare for flooding events in the Burnt River, Black River and Gull River area of
Previous Stocking. Rainbow Trout Cutbow Trout. Brown Trout. Rainbow Trout. Rainbow Trout Snakeriver Cutthroat Trout Cutbow Trout.
FISH SURVEY AND MANAGEMENT DATA (Salida) [email protected] / 719-530-5525 General Information: Turquoise Reservoir, a 1789 acre impoundment, offers good fishing for brown, rainbow, cutthroat and
River Wensum Restoration Strategy Swanton Morley Restoration Scheme Reach 14a
River Wensum Restoration Strategy Swanton Morley Restoration Scheme Reach 14a At a glance River restoration benefits: Improved planform, channel cross-section, flow variation and sediment process. Improved
CITY OF VAUGHAN SCHEDULE O LOT GRADING DESIGN FOR RESIDENTIAL DEVELOPMENT
Page 1 CITY OF VAUGHAN SCHEDULE O LOT GRADING DESIGN FOR RESIDENTIAL DEVELOPMENT CIVIC CENTRE 2141 MAJOR MACKENZIE DRIVE MAPLE ONTARIO L6A 1T1 905-832-2281 Page 2 SECTION 1 - GENERAL OBJECTIVES To provide
BLACK/HARMONY/FAREWELL CREEK WATERSHED EXISTING CONDITIONS REPORT CHAPTER 12 - STORMWATER MANAGEMENT
Harmony Creek subwatershed Harmony Creek subwatershed BLACK/HARMONY/FAREWELL CREEK WATERSHED EXISTING CONDITIONS REPORT CHAPTER 12 - STORMWATER MANAGEMENT April 2011 TABLE OF CONTENTS 1.0 INTRODUCTION...
LOW LEVEL ROAD RE-ALIGNMENT PACIFIC YEW TREE ASSESSMENT ENKON File No. 1590-001
April 11, 2012 Port Metro Vancouver 100 The Pointe, 999 Canada Place Vancouver, BC V6C 3T4 Attention: RE: Carolina Eliasson, Environmental Specialist LOW LEVEL ROAD RE-ALIGNMENT PACIFIC YEW TREE ASSESSMENT
LEAGUE NOTES ON APPROVED COMMUNITY WATER SUPPLY PLAN
1 AUGUST 2011 LEAGUE NOTES ON APPROVED COMMUNITY WATER SUPPLY PLAN KEY ELEMENTS OF THE PLAN: 1. Replace the existing unsafe Ragged Mountain dam with a new dam and raise the reservoir pool level initially
Nipigon Bay. Area of Concern Status of Beneficial Use Impairments September 2010
Nipigon Bay Area of Concern Status of Beneficial Use Impairments September 2010 Nipigon Bay is in the most northerly area of Lake Superior. The Area of Concern takes in a large portion of Nipigon Bay and
4. Priority Areas of Conservation
4. Priority Areas of Conservation A. SIGNIFICANT RESOURCE AREAS This Open Space and Farmland Plan identifies the key issues facing open space and agricultural resources in the Town, highlights the location
DESCRIPTION OF STORMWATER STRUCTURAL CONTROLS IN MS4 PERMITS
DESCRIPTION OF STORMWATER STRUCTURAL CONTROLS IN MS4 PERMITS Phase I MS4 permits require continuous updating of the stormwater system inventory owned and operated by the MS4. They also include inspection
Catchment Scale Processes and River Restoration. Dr Jenny Mant [email protected]. The River Restoration Centre therrc.co.uk
Catchment Scale Processes and River Restoration Dr Jenny Mant [email protected] The River Restoration Centre therrc.co.uk 3 Main Catchment Elements Hydrology Energy associated with the flow of water affects
Watershed Works Manual
National Rural Employment Guarantee Act Watershed Works Manual DRAINAGE LINE TREATMENT: GABION STRUCTURE Baba Amte Centre for People s Empowerment Samaj Pragati Sahayog September 2006 Drainage Line Treatment:
HFQLG Project Evaluation Form
HFQLG Evaluation Form Names: Watershed Restoration Defensible Fuel Profile Zone Loyalton Pines Wildland Urban Interface Fuels Reduction Types: Watershed Restoration - Implemented pond and plug restoration
STANDARDS FOR RANGELAND HEALTH ASSESSMENT FOR SAGEHEN ALLOTMENT #0208
STANDARDS FOR RANGELAND HEALTH ASSESSMENT FOR SAGEHEN ALLOTMENT #0208 RANGELAND HEALTH STANDARDS - ASSESSMENT SAGEHEN ALLOTMENT #0208 STANDARD 1 - UPLAND WATERSHED This standard is being met on the allotment.
HCP Team Meeting. November 18, 2015. icfi.com
HCP Team Meeting November 18, 2015 icfi.com 1 Welcome and Introductions Where are we in the HCP process Hydrology modeling update Native fish survey Fish translocation Finalize covered activities Next
Pond Ecosystem Field Study MOLS
This multi-week lab involves field studies comparing ecosystem-level ecology between 2 freshwater ponds in Marshfield Outdoor Learning Sanctuary. We will be investigating a correlation between weather
Engineering in the water environment: good practice guide. River crossings
Engineering in the water environment: good practice guide River crossings Second edition, November 2010 Contents 1 Introduction 3 2 Impacts of crossings 5 2.1 Construction phase impacts 5 2.2 Barrier to
Sample Micro Hydro Initial Report
Sample Micro Hydro Initial Report Sample Micro Hydro Initial Report Introduction The Hydro Burn at Glen Water was visited by Richard Haworth of Glen Hydro to assess its suitability for a micro hydro installation.
Assessment. Ian Uglow Technical Director, SLR Consulting [email protected]. 7 th October 2010
Peat Stability Risk and Hazard Assessment Ian Uglow Technical Director, SLR Consulting [email protected] 7 th October 2010 What goes into a Peat Stability Risk Assessment? You will need: An understanding
EcoInformatics International Inc.
1 von 10 03.08.2010 14:25 EcoInformatics International Inc. Home Services - solutions Projects Concepts Tools Links Contact EXPLORING BEAVER HABITAT AND DISTRIBUTION WITH GOOGLE EARTH: THE LONGEST BEAVER
Coldwater Heritage Partnership Implementation Grant Final Report Morrison Run Watershed Restoration Project Western Pennsylvania Conservancy Project Summary The goal of the Morrison Run Watershed Restoration
Riprap-lined Swale (RS)
Riprap-lined Swale (RS) Practice Description A riprap-lined swale is a natural or constructed channel with an erosion-resistant rock lining designed to carry concentrated runoff to a stable outlet. This
Phosphorus. Phosphorus Lake Whatcom Cooperative Management. www.ecy.wa.gov/programs/wq/nonpoint/phosphorus/phosphorusban.html
Phosphorus Phosphorus Brochure Lake Whatcom Cooperative Management Reducing Phosphorus Website Washington State Department of Ecology www.ecy.wa.gov/programs/wq/nonpoint/phosphorus/phosphorusban.html Nutrients
Living on the Fox River
This information could save you money! Living on the Fox River A Riverfront Property Owners Guide This brochure was developed by Fox River Ecosystem Partnership in cooperation with the Kane-DuPage Soil
Bailey Lake Site Description
Bailey Lake Site Description Location Water designation number (WDN) 18-0004-00 Legal description T118N-R58W Sec. County (ies) Clark Location from nearest town 7 miles north, 1 mile west, and 1 mile north
RESTORATION AND ENHANCEMENT OF SOUTHERN CALIFORNIA LAGOONS
RESTORATION AND ENHANCEMENT OF SOUTHERN CALIFORNIA LAGOONS by Hany Elwany, Ph.D. Scripps Institution of Oceanography Headwaters to Oceans Conference 25 October 2003 CE Ref #03-22 San Diego County Lagoons
BRIDGES ARE relatively expensive but often are
Chapter 10 Bridges Chapter 10 Bridges Bridg Bridges -- usually the best, but most expensive drainage crossing structure. Protect bridges against scour. BRIDGES ARE relatively expensive but often are the
The Teton Creek Restoration Project Summary:
The Teton Creek Restoration Project Summary: The Teton Creek Restoration Project area extends for approximately one mile upstream from the Cemetery Road Bridge and includes the Aspen Pointe, The Aspens
DEEP WATER MECHANICAL HARVESTING OF HYDRILLA IN WEST LAKE TOHOPEKALIGA, FLORIDA
DEEP WATER MECHANICAL HARVESTING OF HYDRILLA IN WEST LAKE TOHOPEKALIGA, FLORIDA Dean Jones 1, 2, William Haller 2 and Mike Hulon 3 1 Osceola County 2 University of Florida 3 Texas Aquatic Harvesting, Inc.
121 FERC 62,167 UNITED STATES OF AMERICA FEDERAL ENERGY REGULATORY COMMISSION. Public Utility District No. 1 of Project No. 637-044 Chelan County
121 FERC 62,167 UNITED STATES OF AMERICA FEDERAL ENERGY REGULATORY COMMISSION Public Utility District No. 1 of Project No. 637-044 Chelan County ORDER MODIFYING AND APPROVING LAKE CHELAN FISHERY PLAN,
Final Report. Dixie Creek Restoration Project. Funded by Plumas Watershed Forum
Final Report Dixie Creek Restoration Project Funded by Plumas Watershed Forum Plumas Corporation January 2009 1 Background FR-CRM staff presented this project to the Dixie Valley Landowners Association
Recognizing Wetlands. For additional information contact your local U.S. Army Corps of Engineers office. Pitcher plant.
US Army Corps of Engineers For additional information contact your local U.S. Army Corps of Engineers office. 1998 Edition Recognizing Wetlands Pitcher plant The information presented here will help you
RIPRAP From Massachusetts Erosion and Sediment Control Guidelines for Urban and Suburban Areas http://www.mass.gov/dep/water/laws/policies.
RIPRAP From Massachusetts Erosion and Sediment Control Guidelines for Urban and Suburban Areas http://www.mass.gov/dep/water/laws/policies.htm#storm Definition: A permanent, erosion-resistant ground cover
