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Attachment B Water Quality Duration Curves for the Lower Eel River Watershed.

Published byCharity Floyd Modified over 8 years ago

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Presentation on theme: "Attachment B Water Quality Duration Curves for the Lower Eel River Watershed."— Presentation transcript:

1 Attachment B Water Quality Duration Curves for the Lower Eel River Watershed

2 Eel River at SR 67 Bridge Fixed Station Site WQ Duration Curve (1991-2001 Monitoring Data) Site: #31 (WWE090-0001) 1,208 square milesIDEM Data & USGS Gage Duration Interval High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Total Maximum Daily Load Geometric Mean of the 2001 Data = 639.80

3 Eel River Including Connelly Ditch WQ Duration Curve (1996 & 2001 Monitoring Data) Site: #14 (WWE090-0004) 1060 square milesIDEM Data & USGS Gage Duration Interval High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Total Maximum Daily Load Geometric Mean of 2001 Data = 915.03

4 Eel River Including Splunge Creek WQ Duration Curve (2001 Monitoring Data) Site: #4 (WWE090-0014) 998 square milesIDEM Data & USGS Gage Duration Interval High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Total Maximum Daily Load Geometric Mean = 487.83

5 Birch Cr above Crooked Cr and Brush Cr at SR 46 WQ Duration Curve (1991-2001 Flow Data & 1996 E. coli Data) Site: #1 (WWE080-0003) 39.2 square milesIDEM Data & USGS Gage Duration Interval High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Total Maximum Daily Load

6 Birch Cr below Crooked Cr and Brush Cr at CR300S WQ Duration Curve (1991-2001 Flow Data & 2001 E. coli Data) Site: #2 (WWE080-0009) 64.8 square milesIDEM Data & USGS Gage Duration Interval High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Total Maximum Daily Load Geometric Mean = 252.29

7 Splunge Cr at mouth on CR535W-CR550W WQ Duration Curve (1991-2001 Flow Data & 1996 E. coli Data) Site: #3 (WWE090-0002) 46.1 square miles IDEM Data & USGS Gage Duration Interval High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Total Maximum Daily Load

8 Unnamed Trib. #1 to Connelly Ditch WQ Duration Curve (1991-2001 Flow Data & 2001 E. coli Data) Site: #05 (WWE090-0033) 3.12 square miles IDEM Data & USGS Gage Duration Interval High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Total Maximum Daily Load Geometric Mean = 305.58

9 Unnamed Trib. #2 to Connelly Ditch at CR500S & CR100E WQ Duration Curve (1991-2001 Flow Data & 2001 E. coli Data) Site: #06 (WWE090-0034) 1.56 square miles IDEM Data & USGS Gage Duration Interval High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Total Maximum Daily Load Geometric Mean = 678.20

10 Connelly Ditch at CR50E WQ Duration Curve (1991-2001 Flow Data & 2001 E. coli Data) Site: #07 (WWE090-0035) 6.24 square miles IDEM Data & USGS Gage Duration Interval High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Total Maximum Daily Load Geometric Mean = 1004.31

11 Connelly Ditch at CR600S WQ Duration Curve (1991-2001 Flow Data & 2001 E. coli Data) Site: #08 (WWE090-0036) 12.48 square miles IDEM Data & USGS Gage Duration Interval High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Total Maximum Daily Load Geometric Mean = 192.65

12 Connelly Ditch upstream of Clay City Trib. on SR 246 WQ Duration Curve (1991-2001 Flow Data & 2001 E. coli Data) Site: #09 (WWE090-0038) 15.6 square miles IDEM Data & USGS Gage Duration Interval High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Total Maximum Daily Load Geometric Mean = 63.90

13 Connelly Ditch at CR1100S WQ Duration Curve (1991-2001 Flow Data & 2001 E. coli Data) Site: #11 (WWE090-0039) 28.08 square miles IDEM Data & USGS Gage Duration Interval High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Total Maximum Daily Load Geometric Mean = 85.50

14 Connelly Ditch near mouth at CR1200S WQ Duration Curve (1991-2001 Flow Data & 1996 & 2001 E. coli Data) Site: #12&13 (WWE090-0003 & WWE090-0040) 31.2 square miles IDEM Data & USGS Gage Duration Interval High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Total Maximum Daily Load Geometric Mean of 1996 Data = 246.76

15 Connelly Ditch at CR400S near River Road WQ Duration Curve (1991-2001 Flow Data & 2001 E. coli Data) Site: #15 (WWE090-0032) 4.68 square miles IDEM Data & USGS Gage Duration Interval High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Total Maximum Daily Load Geometric Mean = 203.16

16 White Oak Cr at CR1250S WQ Duration Curve (1991-2001 Flow Data & 2001 E. coli Data) Site: #16 (WWE090-0021) 9.6 square miles IDEM Data & USGS Gage Duration Interval High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Total Maximum Daily Load Geometric Mean = 218.16

17 Lagoon Creek at CR850S WQ Duration Curve (1991-2001 Flow Data & 2001 E. coli Data) Site: #21 (WWE090-0023) 23.9 square miles IDEM Data & USGS Gage Duration Interval High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Total Maximum Daily Load Geometric Mean = 285.09

18 Eel River Above Turkey Creek at SR 157 WQ Duration Curve (1991 - 2001 Flow Data) Site: #23 (WWE090-0024) 1,131 square miles IDEM Data & USGS Gage Duration Interval High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Total Maximum Daily Load Geometric Mean = 816.93

19 Lick Creek at CR150S, East of Bond Rd WQ Duration Curve (1991-2001 Flow Data & 2001 E. coli Data) Site: #24 (WWE090-0025) 8.16 square miles IDEM Data & USGS Gage Duration Interval High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Total Maximum Daily Load Geometric Mean = 150.47

20 Lick Creek at CR300S WQ Duration Curve (1991-2001 Flow Data & 2001 E. coli Data) Site: #25 (WWE090-0026) 19.525 square miles IDEM Data & USGS Gage Duration Interval High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Total Maximum Daily Load Geometric Mean = 147.28

21 Hauser Creek a Trib. of Lick Creek at CR350S WQ Duration Curve (1991-2001 Flow Data & 2001 E. coli Data) Site: #26 (WWE090-0027) 7.875 square miles IDEM Data & USGS Gage Duration Interval High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Total Maximum Daily Load Geometric Mean = 106.20

22 Lick Creek at CR450S WQ Duration Curve (1991-2001 Flow Data & 2001 E. coli Data) Site: #27 (WWE090-0028) 32.2 square miles IDEM Data & USGS Gage Duration Interval High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Total Maximum Daily Load Geometric Mean = 342.69

23 Lick Creek above Beech Creek (Need Ditch-Beach Creek) at CR750S WQ Duration Curve (1991-2001 Flow Data & 1996 E. coli Data) Site: #28 (WWE090-0006) 38.8 square miles IDEM Data & USGS Gage Duration Interval High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Total Maximum Daily Load

24 Beech Creek (Need Ditch-Beach Creek) on Arney Rd WQ Duration Curve (1991-2001 Flow Data & 2001 E. coli Data) Site: #29 (WWE090-0029) 6.01 square miles IDEM Data & USGS Gage Duration Interval High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Total Maximum Daily Load Geometric Mean = 674.23

25 Brush Creek at CR700S WQ Duration Curve (1991-2001 Flow Data & 2001 E. coli Data) Site: #30 (WWE090-0030) 3.09 square miles IDEM Data & USGS Gage Duration Interval High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Total Maximum Daily Load Geometric Mean = 295.33

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