TMDL Development for the Floyds Fork Watershed Louisville, KY - - PowerPoint PPT Presentation

tmdl development for the floyds
SMART_READER_LITE
LIVE PREVIEW

TMDL Development for the Floyds Fork Watershed Louisville, KY - - PowerPoint PPT Presentation

TMDL Development for the Floyds Fork Watershed Louisville, KY August 30, 2011 Presenters Paulette Akers KY Division of Water Chris Thomas Chief -- Pollution Control and Implementation Branch Tim Wool National TMDL Expert Water


slide-1
SLIDE 1

TMDL Development for the Floyds Fork Watershed

Louisville, KY August 30, 2011

slide-2
SLIDE 2

Presenters

  • Paulette Akers KY Division of Water
  • Chris Thomas Chief -- Pollution Control and

Implementation Branch

  • Tim Wool

National TMDL Expert Water Quality Modeler, TOM

  • Brian Watson

Director, Water Resources Group Tetra Tech, Atlanta

slide-3
SLIDE 3

Opening Remarks

  • Background

– Segments of the Floyds Fork Watershed are on Kentucky’s 303(d) list for: Nutrients (organic enrichment), Dissolved Oxygen & Pathogens – At KY’s Request EPA Started to Develop Nutrient TMDL in 2007 – EPA Receives Notice of Intent in 2011

  • Contract awarded to Tetra Tech for the development of watershed

and water quality models to be used in a TMDL determination

  • Period of Performance: May 2011 – November 15, 2012
  • Cost: $419,050
slide-4
SLIDE 4

TMDL Process

slide-5
SLIDE 5

Clean Water Act Section 303(d)

Each State shall establish . . . The total maximum daily load. . .at a level necessary to implement the applicable water quality standards with seasonal variations and a margin of safety which takes into any lack of knowledge…………

slide-6
SLIDE 6

TMDL Process

  • Problem Statement

– Floyds Fork is listed for: Nutrients and Dissolved Oxygen

  • Definition of Endpoint

– WQS

  • Dissolved Oxygen: Daily Average 5 mg/L no Less than 4 mg/L
  • Nutrients: In lakes and reservoirs and their tributaries, and other

surface waters where eutrophication problems may exist, nitrogen, phosphorus, carbon, and contributing trace element discharges shall be limited in accordance with: – The scope of the problem; – The geography of the affected area; and – Relative contributions from existing and proposed sources. – Source Identification

slide-7
SLIDE 7

TMDL Process

– Point Source Dischargers – MS4 Dischargers – Non Point Sources

  • Linkage Between Sources and Receiving Water
  • Allocation
slide-8
SLIDE 8

TMDLs

Overall Allocation Formula:

MOS LA WLA TMDL

Where: WLA is the Sum of Waste Loads (Point Source + MS4) LA is the Sum of Loads (Nonpoint Source) MOS is the Margin of Safety

slide-9
SLIDE 9

Stakeholder Process

slide-10
SLIDE 10

Stakeholder Process

  • Lessons Learned
  • You are a Valuable Resource

– Site Specific Knowledge – Engaged in the Process – Have Individual Concerns

  • Regulatory Decision Making Process

– Proposal – Final

slide-11
SLIDE 11

Working Together

  • EPA will use a stakeholder process in the

development of the TMDL

– Status of the Model Development will be presented at future meetings – Models will be made available for outside technical review – We encourage your involvement

slide-12
SLIDE 12

Approach

slide-13
SLIDE 13

TMDL Approach

  • TMDL will be developed to meet the designated

uses and applicable water quality standards

  • TMDL will address

– Current loading conditions – Determine reductions needed to meet TMDL Condition – Allocate to:

  • Point Sources
  • Point Source – MS4
  • Non Point Sources
slide-14
SLIDE 14

Models to be Used

  • Watershed Model

– Loading Simulation Program C++

  • Water Quality Model

– Water Quality Analysis Simulation Program (WASP)

  • Both Models have been extensively used for

TMDL Development

  • Both Models have been peer reviewed
  • Proven track record of linking these models

together

slide-15
SLIDE 15

Watershed Model -- Background

  • Visual C++ programming has seamless integration

with Microsoft Access and Excel

  • Same algorithms as HSPF
  • Simulates watershed hydrology and water quality

dynamically

  • Land use and rainfall based
  • Outputs flows and concentrations for receiving water

model (WASP)

slide-16
SLIDE 16

Water Quality Model -- Background

  • Water quality model
  • Dynamic
  • Full Eutrophication Kinetics
  • Parameters simulated

– DO – BOD – Ammonia – Nitrate-Nitrite – Organic Nitrogen – Organic Phosphorus – Ortho Phosphorus – Chlorophyll a

slide-17
SLIDE 17

Modeling Approach

  • Calibrate and Validate to current conditions (2000

– 2010)

  • TMDL Reduction Scenarios

– Determine the load reduction required to meet Water Quality Standards – Provide initial wasteload & load allocations

  • Implementation

– Modeling framework can be used to pollutant sharing and re-allocation

slide-18
SLIDE 18

Data Review

slide-19
SLIDE 19

Location Map

slide-20
SLIDE 20

Elevation (Source: USGS National Elevation Dataset (NED), 1/3 Arc-Second)

slide-21
SLIDE 21

Land Use (Source: 2006 National Land Cover Database (NLCD), Pervious)

slide-22
SLIDE 22

Land Use (Source: 2006 National Land Cover Database (NLCD), Impervious)

slide-23
SLIDE 23

Soils (Source: SSURGO)

slide-24
SLIDE 24

Geology (Source: Kentucky Geography Network – kygeonet.ky.gov)

slide-25
SLIDE 25

Karst Areas (Source: Kentucky Geography Network – kygeonet.ky.gov)

slide-26
SLIDE 26

Point Sources (Source: KDOW and EPAR4)

slide-27
SLIDE 27

Sampling Stations (Source: USGS, KDOW, MSD, and WBPs)

slide-28
SLIDE 28

Meteorological Stations (Source: National Climatic Data Center (NCDC, USGS)

slide-29
SLIDE 29

Septic Systems

slide-30
SLIDE 30

Next Steps

  • Evaluate any new data
  • Setup the watershed model
  • Calibrate/validate the watershed model
  • Next stakeholder meeting

– November 2011

  • Present watershed model calibration
  • Present water quality endpoints
slide-31
SLIDE 31

Questions?