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

Eel River at SR 67 Bridge Fixed Station Site WQ Duration Curve (1991 -2001 Eel River at SR 67 Bridge Fixed Station Site WQ Duration Curve (1991 -2001 Monitoring Data) Site: #31 (WWE 090 -0001) High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Geometric Mean of the 2001 Data = 639. 80 IDEM Data & USGS Gage Duration Interval Total Maximum Daily Load 1, 208 square miles

Eel River Including Connelly Ditch WQ Duration Curve (1996 & 2001 Monitoring Data) Site: Eel River Including Connelly Ditch WQ Duration Curve (1996 & 2001 Monitoring Data) Site: #14 (WWE 090 -0004) High Flows Moist Conditions Dry Mid-range Conditions Flows Low Flows Office of Water Quality Geometric Mean of 2001 Data = 915. 03 IDEM Data & USGS Gage Duration Interval Total Maximum Daily Load 1060 square miles

Eel River Including Splunge Creek WQ Duration Curve (2001 Monitoring Data) Site: #4 (WWE Eel River Including Splunge Creek WQ Duration Curve (2001 Monitoring Data) Site: #4 (WWE 090 -0014) High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Geometric Mean = 487. 83 IDEM Data & USGS Gage Duration Interval Total Maximum Daily Load 998 square miles

Birch Cr above Crooked Cr and Brush Cr at SR 46 WQ Duration Curve Birch Cr above Crooked Cr and Brush Cr at SR 46 WQ Duration Curve (1991 -2001 Flow Data & 1996 E. coli Data) Site: #1 (WWE 080 -0003) High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Total Maximum Daily Load IDEM Data & USGS Gage Duration Interval 39. 2 square miles

Birch Cr below Crooked Cr and Brush Cr at CR 300 S WQ Duration Birch Cr below Crooked Cr and Brush Cr at CR 300 S WQ Duration Curve (1991 -2001 Flow Data & 2001 E. coli Data) Site: #2 (WWE 080 -0009) High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Geometric Mean = 252. 29 IDEM Data & USGS Gage Duration Interval Total Maximum Daily Load 64. 8 square miles

Splunge Cr at mouth on CR 535 W-CR 550 W WQ Duration Curve (1991 Splunge Cr at mouth on CR 535 W-CR 550 W WQ Duration Curve (1991 -2001 Flow Data & 1996 E. coli Data) Site: #3 (WWE 090 -0002) High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Total Maximum Daily Load IDEM Data & USGS Gage Duration Interval 46. 1 square miles

Unnamed Trib. #1 to Connelly Ditch WQ Duration Curve (1991 -2001 Flow Data & Unnamed Trib. #1 to Connelly Ditch WQ Duration Curve (1991 -2001 Flow Data & 2001 E. coli Data) Site: #05 (WWE 090 -0033) High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Geometric Mean = 305. 58 IDEM Data & USGS Gage Duration Interval Total Maximum Daily Load 3. 12 square miles

Unnamed Trib. #2 to Connelly Ditch at CR 500 S & CR 100 E Unnamed Trib. #2 to Connelly Ditch at CR 500 S & CR 100 E WQ Duration Curve (1991 -2001 Flow Data & 2001 E. coli Data) Site: #06 (WWE 090 -0034) High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Geometric Mean = 678. 20 IDEM Data & USGS Gage Duration Interval Total Maximum Daily Load 1. 56 square miles

Connelly Ditch at CR 50 E WQ Duration Curve (1991 -2001 Flow Data & Connelly Ditch at CR 50 E WQ Duration Curve (1991 -2001 Flow Data & 2001 E. coli Data) Site: #07 (WWE 090 -0035) High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Geometric Mean = 1004. 31 IDEM Data & USGS Gage Duration Interval Total Maximum Daily Load 6. 24 square miles

Connelly Ditch at CR 600 S WQ Duration Curve (1991 -2001 Flow Data & Connelly Ditch at CR 600 S WQ Duration Curve (1991 -2001 Flow Data & 2001 E. coli Data) Site: #08 (WWE 090 -0036) High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Geometric Mean = 192. 65 IDEM Data & USGS Gage Duration Interval Total Maximum Daily Load 12. 48 square miles

Connelly Ditch upstream of Clay City Trib. on SR 246 WQ Duration Curve (1991 Connelly Ditch upstream of Clay City Trib. on SR 246 WQ Duration Curve (1991 -2001 Flow Data & 2001 E. coli Data) Site: #09 (WWE 090 -0038) High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Geometric Mean = 63. 90 IDEM Data & USGS Gage Duration Interval Total Maximum Daily Load 15. 6 square miles

Connelly Ditch at CR 1100 S WQ Duration Curve (1991 -2001 Flow Data & Connelly Ditch at CR 1100 S WQ Duration Curve (1991 -2001 Flow Data & 2001 E. coli Data) Site: #11 (WWE 090 -0039) High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Geometric Mean = 85. 50 IDEM Data & USGS Gage Duration Interval Total Maximum Daily Load 28. 08 square miles

Connelly Ditch near mouth at CR 1200 S WQ Duration Curve (1991 -2001 Flow Connelly Ditch near mouth at CR 1200 S WQ Duration Curve (1991 -2001 Flow Data & 1996 & 2001 E. coli Data) Site: #12&13 (WWE 090 -0003 & WWE 090 -0040) 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 IDEM Data & USGS Gage Duration Interval 31. 2 square miles

Connelly Ditch at CR 400 S near River Road WQ Duration Curve (1991 -2001 Connelly Ditch at CR 400 S near River Road WQ Duration Curve (1991 -2001 Flow Data & 2001 E. coli Data) Site: #15 (WWE 090 -0032) High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Geometric Mean = 203. 16 IDEM Data & USGS Gage Duration Interval Total Maximum Daily Load 4. 68 square miles

White Oak Cr at CR 1250 S WQ Duration Curve (1991 -2001 Flow Data White Oak Cr at CR 1250 S WQ Duration Curve (1991 -2001 Flow Data & 2001 E. coli Data) Site: #16 (WWE 090 -0021) High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Geometric Mean = 218. 16 IDEM Data & USGS Gage Duration Interval Total Maximum Daily Load 9. 6 square miles

Lagoon Creek at CR 850 S WQ Duration Curve (1991 -2001 Flow Data & Lagoon Creek at CR 850 S WQ Duration Curve (1991 -2001 Flow Data & 2001 E. coli Data) Site: #21 (WWE 090 -0023) High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Geometric Mean = 285. 09 IDEM Data & USGS Gage Duration Interval Total Maximum Daily Load 23. 9 square miles

Eel River Above Turkey Creek at SR 157 WQ Duration Curve (1991 - 2001 Eel River Above Turkey Creek at SR 157 WQ Duration Curve (1991 - 2001 Flow Data) Site: #23 (WWE 090 -0024) High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Geometric Mean = 816. 93 IDEM Data & USGS Gage Duration Interval Total Maximum Daily Load 1, 131 square miles

Lick Creek at CR 150 S, East of Bond Rd WQ Duration Curve (1991 Lick Creek at CR 150 S, East of Bond Rd WQ Duration Curve (1991 -2001 Flow Data & 2001 E. coli Data) Site: #24 (WWE 090 -0025) High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Geometric Mean = 150. 47 IDEM Data & USGS Gage Duration Interval Total Maximum Daily Load 8. 16 square miles

Lick Creek at CR 300 S WQ Duration Curve (1991 -2001 Flow Data & Lick Creek at CR 300 S WQ Duration Curve (1991 -2001 Flow Data & 2001 E. coli Data) Site: #25 (WWE 090 -0026) High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Geometric Mean = 147. 28 IDEM Data & USGS Gage Duration Interval Total Maximum Daily Load 19. 525 square miles

Hauser Creek a Trib. of Lick Creek at CR 350 S WQ Duration Curve Hauser Creek a Trib. of Lick Creek at CR 350 S WQ Duration Curve (1991 -2001 Flow Data & 2001 E. coli Data) Site: #26 (WWE 090 -0027) High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Geometric Mean = 106. 20 IDEM Data & USGS Gage Duration Interval Total Maximum Daily Load 7. 875 square miles

Lick Creek at CR 450 S WQ Duration Curve (1991 -2001 Flow Data & Lick Creek at CR 450 S WQ Duration Curve (1991 -2001 Flow Data & 2001 E. coli Data) Site: #27 (WWE 090 -0028) High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Geometric Mean = 342. 69 IDEM Data & USGS Gage Duration Interval Total Maximum Daily Load 32. 2 square miles

Lick Creek above Beech Creek (Need Ditch-Beach Creek) at CR 750 S WQ Duration Lick Creek above Beech Creek (Need Ditch-Beach Creek) at CR 750 S WQ Duration Curve (1991 -2001 Flow Data & 1996 E. coli Data) Site: #28 (WWE 090 -0006) High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Total Maximum Daily Load IDEM Data & USGS Gage Duration Interval 38. 8 square miles

Beech Creek (Need Ditch-Beach Creek) on Arney Rd WQ Duration Curve (1991 -2001 Flow Beech Creek (Need Ditch-Beach Creek) on Arney Rd WQ Duration Curve (1991 -2001 Flow Data & 2001 E. coli Data) Site: #29 (WWE 090 -0029) High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Geometric Mean = 674. 23 IDEM Data & USGS Gage Duration Interval Total Maximum Daily Load 6. 01 square miles

Brush Creek at CR 700 S WQ Duration Curve (1991 -2001 Flow Data & Brush Creek at CR 700 S WQ Duration Curve (1991 -2001 Flow Data & 2001 E. coli Data) Site: #30 (WWE 090 -0030) High Flows Moist Conditions Mid-range Flows Dry Conditions Low Flows Office of Water Quality Geometric Mean = 295. 33 IDEM Data & USGS Gage Duration Interval Total Maximum Daily Load 3. 09 square miles