TMDL Document for LAIRD CREEK - BITTERROOT HEADWATERS PLANNING AREA
| TMDL ID: | 31443 | TMDL Name: | LAIRD CREEK - BITTERROOT HEADWATERS PLANNING AREA | ||
| State/Tribe: | Montana | TMDL Date: | 04/12/2006 | ||
| EPA Action: | EPA Approved | Comments: | SUM OF THE ALLOCATIONS TO THE KNOWN HUMAN-CAUSED SEDIMENT SOURCES. THIS EQUATES TO A 2% REDUCTION IN TOTAL LOAD. THE MOST RECENT WATERBODY ID IS MTH002_080. ORIGINALLY ENTERED INTO NTTS AS ONE TMDL COMBINED WITH GILBERT CREEK (MT76H002_080)BECAUSE GILBERT CREEK IS A TRIBUTARY TO LAIRD CREEK AND THEY WERE LISTED FOR SAME REASONS. THAT CAUSED TRACKING PROBLEMS SO THEY WERE BROKEN OUT INTO TWO TMDLS ON 2/28/11. | ||
TMDL Documents
| Click on the underlined Document Type to retrieve the actual document in PDF format. | |
| Document Type | Comments |
|---|---|
| TMDL Report | |
TMDL Pollutant: Siltation
| Total Waste Load Allocation: | Total Load Allocation: | |||
| Explicit Margin Of Safety: | Implicit Margin Of Safety: | Y | ||
| Units for Total Waste Load Allocation and Total Load Allocation: | TMDL Pollutant Source Type: | Nonpoint Source | ||
| TMDL End Point: | % SUBSURFACE FINES , 2MM = 11-27% FOR B4 STREAM TYPES. % SUBSURFACE FINES , 6 MM = 16-38% FOR B4 STREAM TYPES. D50 = 7-64 MM FOR B4 STREAM TYPES. CLINGER RICHNESS >= 14. LA = 63% REDUCTION IN LOADING FROM ROADS, AND A 75% REDUCTION IN LOADING FROM HUMAN-CAUSED BANK EROSION. PLUS A PERFORMANCE-BASED ALLOCATION TO FUTURE SOURCES AND ADDITIONAL STUDY TO IDENTIFY OTHER POTENTIALLY SIGNIFICANT SOURCES. | |||
| Listed Water Causes of Impairment for Siltation Click on the underlined Waterbody ID for a Waterbody Report. Click on the underlined "Waterbody Map" literal for a map of the Assessment Unit. |
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| Waterbody ID | Waterbody Name | Map | Cycles Listed | Cause(s) of Impairment Addressed | |
|---|---|---|---|---|---|
| MT76H002_070 | LAIRD CREEK | Data Unavailable | 2000, 2002, 2004, 2006 | Siltation | |
TMDL Pollutant: Total Suspended Solids (TSS)
| Total Waste Load Allocation: | Total Load Allocation: | |||
| Explicit Margin Of Safety: | Implicit Margin Of Safety: | Y | ||
| Units for Total Waste Load Allocation and Total Load Allocation: | TMDL Pollutant Source Type: | Nonpoint Source | ||
| TMDL End Point: | % SUBSURFACE FINES , 2MM = 11-27% FOR B4 STREAM TYPES. % SUBSURFACE FINES , 6 MM = 16-38% FOR B4 STREAM TYPES. D50 = 7-64 MM FOR B4 STREAM TYPES. CLINGER RICHNESS >= 14. LA = 63% REDUCTION IN LOADING FROM ROADS, AND A 75% REDUCTION IN LOADING FROM HUMAN-CAUSED BANK EROSION. PLUS A PERFORMANCE-BASED ALLOCATION TO FUTURE SOURCES AND ADDITIONAL STUDY TO IDENTIFY OTHER POTENTIALLY SIGNIFICANT SOURCES. | |||
| Listed Water Causes of Impairment for Total Suspended Solids (Tss) Click on the underlined Waterbody ID for a Waterbody Report. Click on the underlined "Waterbody Map" literal for a map of the Assessment Unit. |
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| Waterbody ID | Waterbody Name | Map | Cycles Listed | Cause(s) of Impairment Addressed | |
|---|---|---|---|---|---|
| MT76H002_070 | Laird Creek | Data Unavailable | 2000, 2002, 2004, 2006 | Sedimentation/Siltation | |
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