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1 8:30 Sign in Hoosic River Revival Coalition!"#$%&&'()*+#$%(,-./0*)%(! 12-#30+4/#"5-(60 9:00 Welcome and Introductions 9:15 Goals for Today s Program: A Description of the Planning Process 9:30 First Session: Conditions, Issues and Challenges: Hoosic River 101 Presentation (45 minutes) Issues and Opportunities Breakout Groups (55 Minutes) Group Reporting (15 minutes) 12:00 Lunch & Presentation: Examples of River Focused Revitalization in other Communities (30 minutes) 1:00 Second Session: A Vision for the Future Introduction (15 minutes) Vision, Goals, and Objectives for the River Breakout Groups (75 minutes) Future Headline (10 minutes) Group Reporting (15 minutes) 3:00 Summary of the Community Conversation & Wrap up 3:15 Adjourn
2 The Second Step Prepared by: Milone & MacBroom, Inc. June 2010
3 Project Site
4 Study Sequence History Hydrology Fluvial Morphology Hydraulics Constraints Opportunities
5 ACTIVE RIPARIAN ZONES Thalweg Channel Channel Banks Riparian Wetlands Floodplains Terrace Scarps Terraces
6 nrcs
7 1993, 1997 MONTGOMERY & BUFFINGTON CLASSIFICATION
8 River Patterns Slope Discharge Relations X NB X SB X Main Church, 2002
9 1894 USGS MAP 1948 USGS MAP
10 1948: Pre Flood Project
11 PROGRESSIVE URBANIZATION OF A STREAM Floodplain Dam w/ Diversion Progression of Urbanization Wildlife Corridor Fill Direct Discharges Diverse Habitat Source of Organic Material & Shade Retaining Wall Filters Runoff & Sediment Original Stream Channel Filled Wetland & Natural Floodplain Piped Drainage Channelized Stream Realign Channel, Reduce Habitat Size & Value Culverted Tributaries Small Bridge Lined Channel Concrete Liner Culvert Uniform Channel Low Diversity MacBroom, 1998 Culvert
12 ITEM NORTH BRANCH Hydrology SOUTH BRANCH MAIN STEM DATA DATE Watershed, SM Corps Design Flow,CFS FEMA 100 Year Flood, CFS Gauge 100 Year Flood, CFS *150 Percent of the Flood of Record 15,000* 8,200 24,300* ,800 7,228 16, ,184 7,678 13,
13 NB REFERENCE BANKFULL DATA Width Ft Depth 4 Ft Slope Pattern Straight Sinuosity 1.0 Profile Rapids, Shallow Pool/Riffle
14 North Branch Hoosic River
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16 Chute Data ITEM NORTH BRANCH SOUTH BRANCH MAIN STEM Width, Feet 45* 45* 85.6 Typical Depth, Feet Mean Slope, Ft/Ft Bridges Drop Structures 2 1 *As Built
17 Bulletin 17B Plot for North Branch Hoosic River Return Period Flow (cfs) Probability Computed Curve Expected Probability Curve 5 Percent Confidence Limit 95 Percent Confidence Limit Observed Events (Weibull plotting positions)
18 North Branch Stage Discharge Actual Reg. Line Stage (ft) Discharge (cfs)[e5]
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23 NORTH BRANCH HOOSIC RIVER CHANNEL TYPE COMPARISON Channel Type B F Flow Regime <D c >D c Grade Structures Existing Yes Sediment Load Coarse Sand Substrate Cobble Gravel Gradient, %
24 North Branch Hoosic River Alternate 1 Q2=2400 CFS Stability Curve Q = 2400 cfs Total Sediment Concentration = 50 ppm Stability Curve Q = 2400 cfs Total Sediment Concentration = 50 ppm Legend Stability Curve Legend Stability Curve Slope Degradation Slope Degradation Aggradation Aggradation Base Width, ft Depth, ft Bankfull Width & Depth Sand Load, Gravel Bed, 50 PPT
25 Compound Channel Alternate M: 0.03 M :. 0 3 M : M:.06 M:.03 Legend Ground 108 Elevation (ft) Station (ft) Cobble Bed, Sand Load, Low Gradient
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27 Upper South Branch Hoosic River Reference Reach
28 South Branch Hoosic River
29 South Branch Hoosic River Q2=1115 CFS Stability Curve Q = 1115 cfs Total Sediment Concentration = 30 ppm Stability Curve Q = 1115 cfs Total Sediment Concentration = 30 ppm Legend Stability Curve Legend Stability Curve Slope Degradation Slope Degradation Aggradation Aggradation Base Width, ft Depth, ft Sand Load, Gravel Bed, Bank n=0.04
30 DE CHANNELIZE SOUTH BRANCH Create Backwater Pools Replant Existing Dike Re Naturalize Channel Remove Grade Drop Relocate Dike
31 SOUTH BRANCH BASE FLOWS
32 SOUTH BRANCH FLOODPLAIN RESTORATION Return Flow Re Establish Oxbow Wetland Pool New Channel Upstream Diversion
33 SB Low Flow Diversion Stability Curve Q = 150 cfs Total Sediment Concentration = 50 ppm Stability Curve Q = 150 cfs Total Sediment Concentration = 50 ppm Legend Legend (> Valley Slope) Stability Curve (> Valley Slope) Stability Curve Slope Degradation Slope Degradation Aggradation Aggradation Base Width, ft Depth, ft
34 Main Stem: Hoosic River
35 HOOSIC RIVER SYSTEM, NORTH ADAMS PREDICTED WIDTHS, FT* MAIN STEM SOUTH BRANCH NORTH BRANCH Watershed Area, SM Q2, CFS Reference Reach Width, FT VT HGR Width, FT Sed. Analysis Model, FT (Cobble) 73 (Sand) *Use Compound Channel for Flood Flows
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