West Virginia Department of Environmental Protection August 6, 2014 Moorefield City Hall South Branch Potomac & Shenandoah Hardy Watersheds TMDL Status Update Meeting
Agenda “Introduction to TMDLs” recap Overview of South Branch Potomac /Shenandoah Hardy Watersheds TMDL Project & Status Overview of Allocation Strategies Discussion – Free form questions and answers
What’s a TMDL? “Total Maximum Daily Load” How much pollutant a stream can receive and remain healthy Pollution Budget - prescribes reductions (where needed) of pollutants that result in the restoration of an impaired stream TMDL development required by Clean Water Act for streams impaired by a pollutant
TMDL = WLA + LA + MOS = “sum of” WLA = “wasteload allocations” LA = “load allocations” MOS = “margin of safety” WLAs - pollutant loads from “point sources” Discharge from point Need NPDES permit LAs - pollutant loads from “nonpoint sources” and background Precipitation/runoff driven No permit required
What’s an impaired stream? Stream that doesn’t meet water quality standards West Virginia Water Quality Standards are codified in 47 CSR 2 CSR 2 WVDEP_47CSR2_WQS_FinalRule%206_27_2011.pdf WVDEP_47CSR2_WQS_FinalRule%206_27_2011.pdf WVDEP_47CSR2_WQS_FinalRule%206_27_2011.pdf Standards include “Designated Uses Standards include “Designated Uses“ for WV waters and “water quality criteria” to protect those uses Criteria can be numeric or narrative Impaired streams enumerated in the 303(d) list
West Virginia Section 303(d) List / Integrated Report
Numeric Criteria of Concern Fecal Coliform Water Contact Recreation/Public Water Supply Shall not exceed 200 counts/100ml as a monthly geometric mean (5 samples/month) Nor to exceed 400 counts/100 ml in more than 10% of samples in a month Total Iron Aquatic Life/Public Water Supply Not to exceed 1.5 mg/l as a 4 day average concentration more than once in a three year period Not to exceed 1.0 mg/l as a 4 day average concentration more than once in a three year period (S. F. Lunice - trout) Public Water Supply mg/l
Numeric Criteria of Concern Dissolved Oxygen All uses Unt/Robinson Run RM 2.84 (Warmwater) Not less than 5.0 mg/l at any time South Fork/Lunice Creek (Troutwaters) Not less than 7.0 mg/l in spawning areas and in any case not less that 6.0 mg/l at any time
Numeric Criteria of Concern (fecal) Fecal coliform is primary pollutant of concern Fecal TMDLs for Anderson Run & Mill Creek will superceede EPA TMDLs Undertaken in these watershed due to number of impaired tributaries All other EPA fecal TMDLs will remain in place Insufficient resources to re-evaluate
Numeric Criteria of concern (Iron & D.O.) Iron Certain fecal impaired streams were listed as iron impaired Comprehensive iron modeling was conducted on all 2014 TMDL watersheds With no AMD sources in the watersheds, iron impacts are related to sediment Draft will present TMDLs for streams impaired by modeling Dissolved Oxygen evaluation Evaluation will be conducted to determine if sources addressed in fecal TMDL will result in improved DO (no formal modeling or TMDL for D.O.)
Narrative Criteria Previous 47 CSR i Assessment Based on Benthic Macroinvertebrates (aquatic bugs) Stream scored based on abundance and type of bugs present Streams with impaired communities were placed on the 303(d) list and slated for TMDLs
Narrative Criteria 2012 Legislative Changes Senate Bill 562 passed by the 2012 West Virginia Legislature amended the WV Water Pollution Control Act Requires DEP to develop and secure legislative approval of new rules to interpret 47 CSR i Section b : p=22&art=11 p=22&art=11 p=22&art=11 No biological TMDLs are part of this effort Streams currently listed as biologically impacted will undergo Stressor Identification process
Stressor Identification Process Method to evaluate stressor/s of biologically impacted streams Process used to evaluate if numeric criteria TMDLs (iron, fecal) will address biological stressors Information will be retained and may be used to delist streams in the future
Impaired Waters 27 named streams in South Branch Potomac & 4 named streams in the Shenandoah Hardy watersheds (Mainstems not included) SubwatershedStream NameCode24KCodeTrout Impairments pHDOFeAlClSeMnFC South Branch Potomac UNT/UNT RM 1.38/UNT RM 0.30/South Branch Potomac River RM WVPSB-1.9-A-1PSB-16-A-1 X South Branch PotomacBuffalo CreekWVPSB-5PSB-30 X South Branch PotomacDumpling RunWVPSB-9-BPSB-35-B X South Branch PotomacAnderson RunWVPSB-18PSB-62 X South Branch PotomacMudlick RunWVPSB-18-APSB-62-C X X South Branch PotomacUNT/Mudlick Run RM 2.88WVPSB-18-A-0.8PSB-62-C-3 X South Branch PotomacUNT/UNT RM 1.62/Mudlick Run RM 2.88WVPSB-18-A-0.8-BPSB-62-C-3-B X South Branch PotomacTurnmill RunWVPSB-18-A-1PSB-62-C-4 X X South Branch PotomacWalnut Bottom RunWVPSB-18-BPSB-62-J X South Branch PotomacUNT/South Branch Potomac River RM 40.44WVPSB-21-TPSB-79-DL X South Branch PotomacUNT/South Branch Potomac River RM 59.19WVPSB-21.5PSB-82 X South Branch PotomacUNT/UNT RM 2.27/South Branch Potomac RiverWVPSB-21.5-EPSB-82-E X South Branch PotomacUNT/UNT RM 4.07/South Branch Potomac River RM 59.19WVPSB-21.5-GPSB-82-F X South Branch PotomacMill CreekWVPSB-25PSB-97 X South Branch PotomacJohnson RunWVPSB-25-APSB-97-B X South Branch PotomacNorth Mill CreekWVPSB-25-BPSB-97-E X South Branch PotomacStony CreekWVPSB-25-B-1PSB-97-E-48 X X South Branch PotomacBrushy RunWVPSB-25-B-2PSB-97-E-47 X X South Branch PotomacSouth Mill CreekWVPSB-25-CPSB-97-F X South Branch PotomacRobinson RunWVPSB-26-APSB-98-G X South Branch PotomacUNT/Robinson Run RM 2.84WVPSB-26-A-4PSB-98-G-4 X X South Branch PotomacSouth Fork/Lunice CreekWVPSB-26-DPSB-98-TX XX X South Branch PotomacBig Star RunWVPSB-26-D-2PSB-98-T-11X X South Branch PotomacPowers HollowWVPSB APSB-105-B X South Branch PotomacJordan RunWVPSB-28-APSB-105-J X South Branch PotomacLaurel Run/Jordan RunWVPSB-28-A-2PSB-105-J-10X X South Branch PotomacDeer RunWVPSB-35PSB-139 X Shenandoah HardyUNT/Capon Run RM 4.49WVSNF-1-APSN-201-P X X Shenandoah HardyCrab RunWVSNF-2PSN-207 X X Shenandoah HardyUNT/Crab Run RM 3.97WVSNF-2-NPSN-207-N X X Shenandoah HardyUNT/Crab Run RM 5.65WVSNF-2-TPSN-207-T X X
MDAS Model Watershed Model Runs dynamically on a 1-hour time step Represents land use (hydrologic processes) and river processes Can include nonpoint and point sources Streambank Erosion component - Bank Pin Study
Modeling Approach Segment watershed Configure model to represent all sources Calibrate model for hydrology (flow) and water quality Iron Fecal Sediment Run MDAS for Baseline conditions (existing) Run MDAS for TMDL scenario(s)
South Branch Potomac/Shenandoah Hardy Watersheds Project Status Completed: Monitoring Source tracking Baseline Modeling Bio. Stressor Ids Status Update Meeting Next Steps: Allocations Draft Document Public Meeting EPA Approval
Top-down approach Headwater subwatersheds analyzed first analyzed first Allocation strategy dictates order and magnitude of reduction order and magnitude of reduction If necessary, loads are reduced then routed to downstream subwatershed Allocation Methodology
WVDEP priorities: Ensure criteria compliance at all sws outlets Target the primary causative sources Strategy in general Critical conditions must be considered Sometimes only one significant source in sws Always some amount of professional judgement Allocation Methodology
Fecal Coliform Sources Point sources Package Plants Nonpoint source Failing septic systems and/or straight pipe illicit discharges Stormwater runoff from urban/residential lands Stormwater runoff from agricultural lands
Fecal Coliform Strategy 100% reduction of all untreated sewage discharges (failing septics, straight pipes) as required by WV Bureau for Public Health regulations Reductions based on Sensitivity analysis to address severity of agricultural vs. urban/residential impacts
Metals (Fe) Sources Point sources Discharges from active quarry operations Non-mining stormwater industrial discharges Construction Stormwater Nonpoint sources Streambank erosion Sediment sources (forestry, oil and gas, roads, agriculture, urban/residential)
Iron Allocation Strategy Reduction of streambank erosion to best available in watershed Reduction of sediment sources, where necessary, to meet TSS loadings equal to 100 mg/l Future growth allowances for stormwater construction of 2.5% of subwatershed acreage
WVDEP TMDL Process (4 yrs) Stream Selection - (4/2011) Pre-TMDL monitoring, source identification and characterization - (7/2011 – 6/2012) Contract to model water quality and hydrology – (1/2013) Determine baseline condition and allocate pollutant loads – in progress Report development Finalization and EPA approval
South Branch Potomac/Shenandoah Hardy Watershed TMDL Path Forward DEP/Tetra Tech will allocate loads and wasteloads and develop draft report Formal public comment period and public meeting on the draft TMDLs in Fall 2014 DEP will address comments, prepare final draft and submit to EPA for approval (final draft will include Response Summary)
Contact Information Comments should be submitted to Steve Young at (10 meg limit for ) Questions - contact Dave Montali, Jim Laine, Mike McDaniel (304) or
Discussion/Questions...