TMDLs in the Monterey Bay Region of California

From CCoWS Wiki
Revision as of 23:49, 15 April 2009 by Bartk (Talk | contribs)

Jump to: navigation, search

This page summarizes the development and implementation of Total Maximum Daily Load (TMDL) plans in the Monterey Bay region of California. The page is being created by the ENVS 560/L Watershed Systems class at CSUMB.

Page editing notes & scoring rubric

This section of this page will be deleted once the page is fleshed out. Instructions to students:

  • When you START working on the page, enter your initials here (and save):
    • Initials: _ES_____. Mainly working on: __Approaches to Linkage Analysis_____
    • Initials: VP. Mainly working on: Monitoring/Evaluation
    • Initials: RH. Mainly working on: tmdl develop and implement fleshing this out
    • Initials: PKD. Mainly working on: Monterey Bay area listings
    • Initials: AAY. Mainly working on: Regionally approved TMDLs considered
    • Initials: BK. Working on problem id
    • Initials: SQ. Mainly working on: Source Analysis
  • When you're done, remove your initials, and save.
  • When done with a session, email everyone to say "I've just added _____".
  • There are 8 students. Each student should flesh out one section. The sections should be fleshed out in order if possible.
  • As you go, read everyone else's work and edit as necessary.
  • The whole page needs to be of good quality for anyone to get a full score. Individuals would only be downgraded if they made only minimal contribution. All would be downgraded if page fell short of being a brief but informative snapshot of a few example TMDLs in our immediate vicinity.

Background

Under the federal Clean Water Act, all impaired (e.g. polluted) waters in the USA must be placed on a list called the 303d list. A remediation plan must then be developed and implemented for each listing on each impaired water body. These plans are called TMDLs, referring to the goal of defining and achieving a total maximum daily load of each pollutant within each body.

Monterey Bay area listings

The 303d for the Central Coast Region of California is maintained by the Central Coast Regional Water Quality Control Board. Various links present, explain, and discuss the list, including:

Maybe we should very briefly explain the categories on this page, so that the reader doesn't have to clicking all those links.

The closest listings to Monterey Bay include:

* For each item on this list, we need:
** Water body
** Pollutant
** Priority or category of listing. See here for some indication of category.
** Status (in development, approved, by whom, etc)
** Link to 2009 fact sheet for the listing. See here for fact sheets.
  • Salinas River (lower, estuary to near Gonzales Rd crossing)Fact Sheet
    • Fecal Coliform, low priority, Category 5A, TMDL in Progress, Report
    • Nitrate, high priority, Category 5A [1]
    • Chloride, medium priority, Category 5A [1]
    • Chlorpyrifos, high priority, Category 5A
    • Diazinon, high priority, Category 5A
    • Electrical Conductivity, low priority, Category 5A
    • Enterococcus, low priority, Category 5A
    • E. Coli,low priority, Category 5A
    • Sodium, low priority, Category 5A
    • Total Dissolved Solids, low priority, Category 5A
    • Turbidity, low priority, Category 5A
    • Unknown Toxicity, high priority, Category 5A
    • pH, low priority, Category 5A
  • Watsonville Slough, Fact Sheet
    • Pathogens, USEPA approved TMDL, Project Report, low priority, Category 5A
    • Pesticides, TMDL in Progress, Preliminary Project Report, low priority, Category 5A
    • Ammonia, low priority
    • Chlorophyll-a,low priority
    • Chlorpyrifos, low priority
    • Diazinon, low priority
    • Sediment Toxicity,low priority
    • Sedimentation/Siltation, low priority
    • Total Coliform, low priority
    • pH, low priority
    • Pathogens, low priority, Category 5B
    • Pesticides, low priority, Category 5A
    • Low Dissolved Oxygen, low priority, Category 5A
  • Tembladero Slough,Fact Sheet ,
    • Fecal Coliform, SWRCB approved, low priority, Category 5A
    • Chlorophyll-a, CCRWQCB approved, low priority, Category 5A
    • Chlorpyrifos, CCRWQCB approved, high priority, Category 5A
    • Diazinon, CCRWQCB approved, high priority, Category 5A
    • Escherichia coli (E. Coli), CCRWQCB approved, low priority, Category 5A
    • Nitrate, CCRWQCB approved,high priority, Category 5A
    • Sediment Toxicity, CCRWQCB approved, low priority, Category 5A
    • Total Coliform, CCRWQCB approved, low priority, Category 5A
    • Turbidity, CCRWQCB approved, low priority, Category 5A
    • Unknown Toxicity, CCRWQCB approved,high priority, Category 5A
    • pH, CCRWQCB approved, low priority, Category 5A
    • Nutrients, CCRWQCB approved, high priority, Category 5A
    • Pesticides, CCRWQCB approved, Category 5A
  • Lower Salinas River and Elkhorn Slough, Pesticides and Priority Organics, TMDL in Progress, Project Summary
  • Corralitos Creek, Pathogen, TMDL in Progress, Public Hearing Proposed Basin Plan Amendment for Corralitos and Salsipuedes Creek
  • Gabilan Creek, Fact Sheet [2]
    • Fecal Coliform, Low Priority, Category 5A
    • Nitrate,High Priority, Category 5A
    • pH, Low Priority, Category 5A
    • Boron, Low Priority
    • Chlorophyll-a,Low Priority
    • Dieldrin, Low Priority
    • Electrical Conductivity, Low Priority
    • Endrin, Low Priority
    • Escherichia coli (E. Coli), Low Priority
    • Low Dissolved Oxygen, Low Priority
    • Nitrogen, ammonia, High Priority, Category 5A
    • Salinity, Low Priority

TMDL development and implementation

The federal EPA provides protocols for TMDL development in general, and for specific types of constituents such as pathogens. These protocols outline the following components of a TMDL:

  • Identify waters requiring TMDLs
  • Priority ranking and targeting
  • Develop TMDLs (see below)

Components of TMDL development

(Summarized from, for example, EPA Protocols for developing nutrient TMDLs)

  • Problem Statement
    • Identify Problem
      • Problem identification starts the process of the TMDL by summarizing the existing impairments, where they are located, and what probable sources are known. Collecting existing data, identifying designated uses, and evaluating seasonal factors are parts of this early summary.
  • Numeric Targets
    • Develop Numeric Targets
      • Research applicable water quality standards for the waterbody depending on jurisdictions and uses.
    • Select indicators
      • Technical and general scientific validity and practical time and cost considerations are useful in selecting whch indicators to pick.
    • Identify target values
      • Choosing target values or conditions is complex, so local examples and experience in setting target values is extremely useful in the process. Various historical levels, and especially reference reach conditions can start the process. Other factors to consider when setting values are seasonal fluxes and spatial variability in the indicator. Values can be graduated on categorical type (e.g. tributary vs. main stem), and a margin of safety should be applied. The margin of safety is based on reliability and accuracy of indicator measurements, the degree of impairment, direct impacts,and best professional judgment based on experience and literature.
    • Compare existing and target conditions
  • Source Assessment
    • Identify sources
      • Inventory possible sources, characterize types of sources and their possible pathways.
    • Estimate source loadings
      • Monitoring data, statistical relationships, and models are used to estimate loads.
  • Linkage Analysis
    • Link Targets and Sources
    • Assess linkages
    • Estimate total loading capacity
  • Allocations
    • Load allocation
    • Divide load among sources
  • Monitoring/Evaluation Plan
    • Devlop monitoring plan
    • Develop review plan
    • Develop schedule
    • Implementation Plan
    • Develop plan
      • Currently, once a TMDL is developed and approved for a water body it can be removed from the 303d list[3]
  • Implement control action
      • This can involve lowering permitted discharges if present, and using as many other strategeies as possible. Other strategies could be regulations, educational programs, best management practices, cost-sharing or other assistance, and use of volunteer groups[3].
Unclear where the items below fit into this section
  • Assess control actions
    • Evaluating success of control actions through monitoring is required in some states, but this is not directly required at the federal level unless a point source permit under section 402 is revised[3].
  • Build partnerships and involve the public
  • Oversee consistent national performance
  • Promote and support innovation

Approaches to TMDL development and implementation in the Monterey Bay area

Approaches to each of the above components vary throughout the nation. Approaches used in the Monterey Bay area are summarized here. First, a list is given of the approved TMDLs that are considered in this summary. This is followed by a summary of approaches used within these TMDLs, organized according to the different components of a TMDL.

Regionally approved TMDLs considered

TMDLs for the Monterey Bay area approved by the CCRWQCB are listed below (a subset of the full list for the region).

<ToDo: remove the load numbers from this list (which is just intended to define the scope for the rest of the page), and if applicable, discuss those kinds of details further down in the page>
  • Watsonville Slough Pathogens TMDL[4]
    • Approved at the Federal, State and Regional level
  • Pajaro River (Including San Benito River, Llagas Creek and Rider Creek) Sediment TMDL[5]
    • Approved at the Federal, State and Regional level
  • Pajaro River (Including Llagas Creek) Nitrate TMDL [6]
    • Approved at the Federal, State and Regional level
  • San Lorenzo River (Including Carbonera Creek, Lompico Creek, and Shingle Mill Creek) Sediment TMDL [7]
    • Approved at the Federal, State and Regional level
  • Las Tablas Creek and Lake Nacimiento Mercury TMDL [8]
    • Approved at the Regional level only.

Approaches to Problem Identification

On the Central Coast of California listings on the Section 303(d) have been based on the specific water quality objectives contained within the Central Coast Region’s Water Quality Control Plan (Basin Plan) [6]. Once listed the state prioritizes the impaired water bodies for TMDL submission. The TMDL submission needs to include a problem statement, which is a description of the waterbody/watershed setting, beneficial use impairments of concern, and pollutants or stressors causing the impairment [7].

Pajaro River Watershed

  • Pajaro River and Llagas creek were listed as impaired by sediment on the 1998 Section 303(d) based on qualitative assessment of turbidity (The Establishment of Nutrient Objectives, Sources, Impacts, and Best Management Practices for the Pajaro River and Llagas Creek, San Jose State University 1996). The report did not specify which beneficial uses were affected.
  • Rider Creek was listed as impaired by sediment/siltation based on the sediment budget analysis which found sediment being exported to Corralitos Creek, and degrading steelhead rearing habitat (Rider Creek Sediment Management Plan, Santa Cruz County, California WRC Environmental, 1991)
  • San Benito River was found to be sediment starved, and causing accelerated downcutting and increased headwater incision (Qualitative and Quantitative Analysis of Degradation of the San Benito River, Golder Associates, 1997) . It listed as impaired by sediments.
  • Assessment of nitrate concentration was used to check the quality of municipal and domestic water supply.

San Lorenzo River Watershed

  • Counts of endangered and threatened fish populations of steelhead and Coho salmon showed their drastic decline in the watershed.
  • San Lorenzo River, Carbonera Creek, Lompico Creek and Shingle Mill Creek have been identified as impaired by sediment due to negative impact to beneficial uses associated with anadromous fisheries.
  • Municipal water suppliers have shut down the intake facilities during the periods of high flows because the facilities' filtering capacities have been overwhelmed by excessive turbidity and sedimentation.


Watsonville Slough

  • Wet and dry season sampling for fecal bacteria - used to confirm the existence of a potential pathogen problem in the water body.
  • Genetic testing - used as source analysis for coliform bacteria.

Approaches to developing Numeric Targets

Summarize approaches that have been used in TMDLs approved so far.
This topic brings up some important points about the style and audience that we're shooting for here.
I think each of these sections needs to be a bit more prosaic than just a bullet list. It needs to be a bit more explanatory. Learn about your section, then explain it to the audience, citing Monterey Bay TMDLs to provide examples of what you are explaining. Start with some sentences explaining what a numeric target is (or whatever the section is about). Then *discuss* the approaches used. You could have some bulleted facts to support the discussion, but they need to be contextualized within a discussion. I'm thinking of things like this:
"Numeric targets are ........
"Numeric targets in the Monterey Bay area have been specified in several forms, including ........
"...in some cases the target has been expressed in units of concentration (e.g. ug/L), and in other cases.....
...and then give a few examples, using ones closest to Monterey Bay. It doesn't have to be exhaustive I think.
Also, I don't think you should discuss source analysis in the numeric targets section. We have a separate section for source analysis.
Imagine that your reader has just been given the job of setting numeric targets, and wants to read this page to get some ideas for how to go about it.


...

TMDL numeric targets differ depending on the pollutant being targeted. When calculating bacterial levels, the most probable method (MPN) is utilized to determine population densities within the water. An example of this method being used int the Monterey Bay Region would an Escherichia coli (E. Coli) TMDL standard developed for the Watsonville Slough [4]. The TMDL for the E. coli pathogen are defined to be:

  • Geometric mean 200MPN/100ml (min of 5 samples per 30 days)
  • Maximum of 400MPN/100ml (mot more than 10% of samples per 30 days)

For more information on pathogen TMDL development, see The United States Environmental Protection Agency "Protocol for developing pathogen TMDLs"[9]

Sediment TMDLs use a different approach. For the Monterey Bay area, annual total sediment by weight are used to describe TMDLs. Sediment has two categories, uncontrollable 9natural or background) and controllable. TMDLs target the controllable portion of sediment and includes the natural levels in the equation. To better define the loads a watershed may release, watershed can be devided into sub watersheds to determine each regions contribution to the whole. For the Monterey Bay Region, two separate sediment TMDLs have been developed;

  • Pajaro River (Including San Benito River, Llagas Creek and Rider Creek) Sediment TMDL[5]
    • Tres Pinos - 53,778 metric tons/year
    • San Benito - 39,679 metric tons/year
    • Llagas - 9,185 metric tons/year
    • Uvas - 15,177 metric tons/year
    • Upper Pajaro - 43,951 metric tons/year
    • Corralitos (including Rider Creek) - 11,389 metric tons/year
    • Mouth of Pajaro - 7,268 metric tons/year
  • San Lorenzo River (Including Carbonera Creek, Lompico Creek, and Shingle Mill Creek) Sediment TMDL [7]
    • Shingle Mill Creek- 857 tons/year
    • Carbonera Creek - 11,728 tons/year
    • Carbonera Creek - 9,542 tons/year
    • San Lorenzo River - 306,139 tons/year

For more information on sediment TMDL development, see The United States Environmental Protection Agency "Protocol for developing sediment TMDLs"[10]

Nitrate levels are usually measured in mg/l nitrate-N. Since the United Stated Environmental Protection Agency Title 40 part 141.23[11] regulates nitrate not to exceed 10mg/l of nitrate-N, this is a common TMDL applied to watersheds. An example in the Monterey Bay Region can be found in the Pajaro River (Including Llagas Creek) Nitrate TMDL report[6] This report concluds:

  • Nitrate in Pajaro River and Llagas Creek is set at a maximum concentration of 10 mg/l nitrate-N

For more information on sediment TMDL development, see The United States Environmental Protection Agency "Protocol for developing nutrient TMDLs"[12]

Toxic metals can be both suspended and in the sediment, therefore they require to be monitored in the water column and within the sediment. In the Monterey Bay Region, the Las Tablas Creek and Lake Nacimiento Mercury TMDL [8] does this.

  • The Cal/EPA 40 CFR Part 131[13], also referred to as the "California Toxic Rules" regulates mercury in water at 0.05 μg/L, so that is the targeted water TMDL
  • For sediment the proposed TMDL for mercury is 0.486 mg/kg, based on the National Oceanic and Atmospheric Administration Permissible Exposure Limits (NOAA PEL)

Approaches to Source Analysis

SQ still working on this section.

The approaches that have been used to identify and analyze potential sources in TDMLs approved so far.

  • Watsonville Slough Pathogens TMDL[4]
    • Initial Source Tracking
      • Initial monitoring : sampling
      • Increased monitoring to problem areas to isolate and identify sources: focused grab sampling and dye testing
    • Genetic Analysis
      • Toxic Gene Biomarker Method
        • DNA extraction of E.colli colonies on agar plates in water grab samples
        • DNA analysis for presence/ absence of toxin genes specific to host animals
    • Hydrologic Modification Analysis
      • Analysis of potential relationships between waterbody circulation and bacteria concentration
    • Land Use Distribution Analysis
      • Analysis of potential relationships between land use in subwatersheds with exceedences of water quality objectives


  • Pajaro River (Including San Benito River, Llagas Creek and Rider Creek) Sediment TMDL[5]
    • Computer Model by Tetra Tech


  • Pajaro River (Including Llagas Creek) Nitrate TMDL [6]
    • Land use based approach
      • Use of multi-resolution datasets to identify land cover type
      • Sample data collection
      • Pollution load equation in ArcGIS to calculate nonpoint sources of pollution in watersheds.
        • PLOAD Version 3.0


  • San Lorenzo River (Including Carbonera Creek, Lompico Creek, and Shingle Mill Creek) Sediment TMDL [7]


  • Las Tablas Creek and Lake Nacimiento Mercury TMDL [8]
    • Developed a Mercury loading model based on a geographical information systems (GIS) database combined with chemical sample data (Mercury loading model and chemical sample data from Rice et al. 2004)
      • Estimated basin and sub-basin areas using GIS and Calwater 2.2 basin outlines
      • Estimated mercury concentration for each area
      • Summed annual mercury loads for each sub-area to create a mercury load model

Approaches to Linkage Analysis

Linkage analysis involves examining and establishing cause-and-effect connections between the pollutant sources and the water quality targets. This linkage can be established through a combination of long-term monitoring data analysis, simulation models, best professional judgment, and previously established relationships. The association between pollutant sources and water quality targets established by the linkage can be used to estimate the pollution load capacity of the watershed. This load capacity is the quantity of pollution (load) that the watershed can withstand while also sustaining designated beneficial uses. Once calculated, the predicted pollutant load for the watershed must be validated for accuracy and precision. The product of the validation will be to assign all predictions an associated estimation of uncertainty. After the allowable pollution load is estimated, it can be divided up among the various sources in the watershed.

When evaluating linkages between pollutant sources and water quality targets, there are several points to consider:

  • Given the indicator to be evaluated, availability of monitoring data, watershed/waterbody hydrology and temporal and spatial variation:
    • What scale of complexity is most appropriate for the analysis?
    • What are the advantages and disadvantages for various approaches?
  • What available present and previous relevant monitoring data exists for this watershed/waterbody?

The United States Environmental Protection Agency (EPA) described several approaches for linkage analysis:

  • Approaches described for Source Analysis
  • Concentration and Response relationships (simplified systems)
  • Complex simulation models including:
    • Hydrodynamic and water Quality Model for Streams (CE-QUAL-RIVI)
    • Enhanced Stream Water Quality model (QUAL2E)
    • WASP5 modeling system for predicting transport and fate of pollutants in surface waters
    • EUTROMOD spreadsheet-based watershed and lake modeling system
    • PHOSMOD stratified lake phosphorous-loading model
    • BATHTUB eutrophication models for lakes and reservoirs with complex shapes
    • CE-QUAL-Q2 two dimensional water quality model
    • Hydrological Simulation Program FORTRAM (HSPF)
    • CE-QUAL-ICM 3-dimentional, detailed algorithm-based water quality kinetics model

Examples of Linkage Analysis approaches employed in the Monterey Bay Region of California include:

  • Pajaro River (including Llagas Creek, Rider Creek and San Benito Creek) sediment [14]
    • Combined suspended soil concentration into the Soil and Water Assessment Tool (SWAT) to link sediment sources to in-stream indicators, determine existing sediment loads, and evaluate optimal TMDL load reductions
    • Statistical analyses of stream bed characteristics (including pool volume and mean gravel size) to estimate watershed disturbance
  • Pajaro River (including Llagas Creek) nitrate [15]
    • Insufficient data collected for linkage analysis.


...

Approaches to developing Load Allocations

Last edited by Cooper 090415 @ 9:45.

The allocations indicate the amount of pollutant reduction that is required to attain specified water quality standards. Allocations may be assigned based on land use, land area, or erosional process. The regulations at 40 Code of Federal Regulations (CFR) 130.2(g) state that “Load allocations are best estimates of the loading, which may range from reasonably accurate estimates to gross allotments, depending on the availability of data and appropriate techniques for predicting the loading.” Not all TMDL allocations are in the form of load. The regulations at 40 CFR 130.2 (i) state "a mass load of the pollutant can also be expressed as a unit of concentration."

The techniques used to allocate new water quality standards vary between TMDL's. Below is a list of some of the of various allocation techniques used in some of the central California coast TMDL's.

  • Pajaro River (Including Llagas Creek) Nitrate TMDL [6]
    • Load Allocation: The nitrate TMDL is set at a maximum concentration of 10 mg/l nitrate-N in receiving water
    • Specific Sources: Load allocations of 10 mg/l nitrate-N are assigned to each source, including background and all watershed land uses


  • Pajaro River (Including San Benito River, Llagas Creek and Rider Creek) Sediment TMDL[5]
    • Load Allocation:
      • Suspended Sediment: The numeric targets are based on exposure index (concentration and duration) developed by Newcombe and Jensen.
      • Stream Bed Characteristics: Numeric targets were established for four stream bed parameters. The parameters are residual pool volume, median gravel size in spawning gravels, %fine material for fine fines and %fine material for coarse spawning gravel.
    • Specific Sources:
      • Suspended Sediment: Due to varying natural suspended sediment conditions through out the watershed individual sub-basins were assigned unique load allocation numbers.
      • Stream Bed Characteristics: The Pajaro River including Llagas, Rider and San Benito creeks are all considered one source. All of the listed stream bed parameters exists across the different sources.


  • Watsonville Slough Pathogens TMDL[4]
    • Load Allocation: The numeric target includes a maximum concentration and geometric mean. Maximum Concentration: No more than 10% of total samples during a period of 30days can exceed a fecal coliform concentration above 400 MPN/100ml. Geometric Mean: The geometric mean of no less than five samples over a period of 30 days exceed a concentration of 200 MPN/100ml.
    • Specific Sources: The numeric targets apply to all samples collected in the Watsonville Slough and including Gallighan, Harkin, Hanson and Struve Sloughs.


  • San Lorenzo River (Including Carbonera Creek, Lompico Creek, and Shingle Mill Creek) Sediment TMDL [7]
    • Load Allocation: Allocations are in the form annual loads.
    • Specific Sources: Allocations were divided between each sub-basin (Shingle Mill Creek, Carbonera Creek, Lompico Creek and San Lorenzo River. For each sub-basin load sources were divided between Upland THP Roads, Streamside THP Roads on Steep Slopes, Upland Public/Private Roads, Streamside Public/Private Roads on Steep Slopes, THP Land, Other Urban and Rural Land, Mass Wastig and Channel/Bank Erosion.


  • Las Tablas Creek and Lake Nacimiento Mercury TMDL [8]
    • Load Allocations: allocations are in the form of annual load.
    • Specific Sources: There are three sources that were specified, General Soils, Roads and Mines.

Approaches to developing a Monitoring and Evaluation Plan

Monitoring is required to identify impaired waters, prioritize clean up plans and provide feedback on effectiveness of TMDL implementation. A monitoring and evaluation plan should indicate monitoring goals and hypotheses, parameters to monitor, the monitoring methods to use, schedule for review and potential revision, and the parties responsible for implementing the plan. The plan must contain incremental, measurable targets consistent with implementation actions and the time frame for implementing those actions. For further detail, refer to EPA Protocols document

Several approaches to specifying a monitoring plan have been adopted in federally approved TMDLS in the Monterey Bay area.

  • Watsonville Slough pathogen TMDL: specifies eight monitoring locations,
  • Pajaro River sediment TMDL:
  • Pajaro River nitrate TMDL:
  • San Lorenzo Rver sediment TMDL:

The following organizations have contributed monitoring data for Monterey Bay area:

Approaches to developing Implementation Plans

Summarize approaches that have been used in TMDLs approved so far.

...

References

  1. 1.0 1.1 State Water Resources Control Board. 2008. Available at: http://www.swrcb.ca.gov/centralcoast/water_issues/programs/tmdl/303d/appendix_e.shtml
  2. CCRWQCB
  3. 3.0 3.1 3.2 Killam G. 2005. The Clean Water Act Owner's Manual. Oregon: River Network.
  4. 4.0 4.1 4.2 4.3 [http://www.swrcb.ca.gov/centralcoast/board_decisions/adopted_orders/2006/2006_0025_wat_path_proj_rpt.pdf Watsonville Slough Pathogens TMDL - Final Project Report, DRAFT].
  5. 5.0 5.1 5.2 5.3 [http://www.swrcb.ca.gov/centralcoast/board_decisions/adopted_orders/2005/2005_0132_paj_sed_tmdl_attach_b_final_project_report.pdf Pajaro River (Including San Benito River, Llagas Creek and Rider Creek) Sediment TDML - Final Project Report].
  6. 6.0 6.1 6.2 6.3 [http://www.swrcb.ca.gov/centralcoast/board_decisions/adopted_orders/2005/2005_0131_paj_nitrate_tmdl_attach_b_final_project_report.pdf Pajaro River Nitrate (Including Llagas Creek) TDML - Final Project Report].
  7. 7.0 7.1 7.2 7.3 [http://www.swrcb.ca.gov/centralcoast/board_decisions/adopted_orders/2002/2002_0063_slr_sed_tmdl_proj_rpt.pdf San Lorenzo River (Including Carbonera Creek, Lompico Creek, and Shingle Mill Creek) Sediment TMDL - Report].
  8. 8.0 8.1 8.2 8.3 [http://www.swrcb.ca.gov/centralcoast/board_decisions/adopted_orders/2002/2002_0107_las_tablas_mercury_tmdl_final_proj_rpt.pdf Las Tablas Creek and Lake Nacimiento Mercury TMDL - Draft Report].
  9. [1]US EPA Protocol for Developing Pathogen TMDLs.
  10. [2]US EPA Protocol for Developing Sediment TMDLs.
  11. [3]US EPA Title 40 PART 141 National Primary Drinking Water Regulations.
  12. [4]US EPA Protocol for Developing Nutrient TMDLs.
  13. [5]California Environmental Protection Agency 40 CFR Part 131 Water Quality Standards; Establishment of Numeric Criteria for Priority Toxic Pollutants for the State of California; Rule.
  14. Pajaro River Total Maximum Daily Loads for Sediment (including Llagas Creek, Rider Creek, and San Benito River), Final Report November 2005.
  15. Pajaro River Total Maximum Daily Loads for Nitrate (including Llagas Creek), Final ProjectReport November 2005.

Links