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ESP 179- Winter 2013

   Hydrology and Water Quality
        January 22, 2012

   Instructor: Trevor Macenski
Email Questions
 EIR Assignment
   Only Review a Draft Environmental Impact Report
   It is ok if it’s a joint EIR/EIS document
 Thresholds Matrix
   Two EIR’s Same Project Different Locations
   Compare and Contrast
   Matrix Worksheet-Kevin to provide
 ISMND Assignment- Group Project
   8-10
   4 project choices
   Presentation
 Changing Thresholds Question
Lecture Outline
 Review CEQA Checklist Questions
 Federal Clean Water Act
 CA’s Porter-Cologne Water Quality Control Act
 RWQCBs
 303d List
 Flood Hazards
 Impact Analysis Approach
 Groundwater and WSA’s
 Sample Discussion and Analysis
 Extra Credit- Reminder
Hydrology and Water Quality
 Appendix G Checklist: Hydrology and Water Quality
   Water Quality Standards and Waste Discharge
    Requirements
   Groundwater: supply, recharge, concept of “net deficit”,
   Alter drainage patterns and result in erosion or siltation
   Alter drainage an result in flooding
   Exceed capacity of drainage systems
   Degrade water quality
   Place housing within 100 year flood hazard
   Structures that would impede flood flows
   Levee or Dam failure
   Inundation by seiche, tsunami, or mudflow
Appendix G: Checklist Questions
                     Projects that discharge
                     waste/storm water




                     Projects that are using
                     groundwater:
                     Residential/Commercial/
                     Industrial/ Energy




                     Projects that have large
                     cut and fill. Redirecting
                     water.
Projects that have large
cut and fill. Redirecting
water.


Projects that have
increase impervious
surfaces.
Water Quality Standards
 Pursuant to the Federal Clean Water Act,
  water quality standards are "provisions of
  State or Federal law which consist of a
  designated use or uses for the waters of
  the United States and water quality
  criteria for such waters based upon such
  uses. Water quality standards are to
  protect the public health or welfare,
  enhance the quality of water and serve the
  purposes of the Act."
Federal Clean Water Act
 The Clean Water Act (CWA)is the major
  federal legislation governing water quality.
   The objective of the CWA is “to restore and
    maintain the chemical, physical, and
    biological integrity of the Nation’s
    waters.”
   Important applicable sections of the Act are as
    follows:
     Section 301 prohibits the discharge of any pollutant
      by any person, except as in compliance with Sections
      302, 306, 307, 318, 402, and 404 of the CWA.
      Sections 303 and 304 provide for water-quality
      standards, criteria, and guidelines.
Federal Clean Water Act
   Section 401 requires an activity which may result in
    a discharge to “waters of the United States” to obtain
    certification from the State. Certification is provided
    by the RWQCB.
   Section 402 establishes the National Pollution
    Discharge Elimination System (NPDES) a permitting
    system for the discharge of any pollutant (except for
    dredge or fill material) into waters of the United
    States. This permit program is administered by the
    RWQCB.
   Section 404 establishes a permit program for the
    discharge of dredge or fill material into waters of the
    United States. This permit program is administered
    by the U.S. Army Corps of Engineers (USACE)
CA’s Porter-Cologne Water Quality
Control Act
 Porter-Cologne Water Quality Control Act
  (California Water Code Section 13000, et
  seq.) provides the basis for water quality
  regulation within California.
 The Act requires a “Report of Waste
  Discharge” to land or surface waters that
  may impair a beneficial use of surface or
  groundwater of the State.
   In practice, these requirements are typically
    integrated with the NPDES permitting process.
CA’s Porter-Cologne Water Quality
Control Act
 The State Water Resources Control Board (SWRCB) and the
  various RWQCBs throughout the State
    Water Quality Control Plans (Basin Plans).
        These plans establish water quality standards for particular bodies
         of water. California water quality standards are composed of three
         parts:
            the designation of beneficial uses of water
            water quality objectives to protect those uses
            implementation programs designed to achieve and maintain
             compliance with the water quality objectives.
 The RWQCB implements management plans to modify and
  adopt standards under provisions set forth in section
  303(c) of the Federal CWA and California Water Code
  (Division 7, Section 13240). Under Section 303(d) of the
  1972 CWA, the State is required to develop a list of waters
  with segments that do not meet water quality standards.
RWQCBs
 The Porter-Cologne Water Quality Control Act
  took effect on January 1, 1970. It combined the
  State Water Rights Board and the State Water
  Resources Control Board and created the nine
  Regional Water Boards:
     Region   1:   North Coastal RWQCB
     Region   2:   SF RWQCB
     Region   3:   Central Coastal RWQCB
     Region   4:   LA REWQCB
     Region   5:   Central Valley RWQCB
     Region   6:   Lahontan RWQCB
     Region   7:   Colorado River RWQCB
     Region   8:   Santa Ana RWQCB
     Region   9:   SD RWQCB
303 (d) List and TDML’s
 Total Maximum Daily Loads
    A total maximum daily load (TMDL) refers to the
     amount of a specific pollutant a river, stream, or
     lake can assimilate and still meet federal water
     quality standards as provided in the CWA.
 The SWQCB’s 303(d) list is an EPA approved list
  of impaired water bodies in the State of California
  (2008-2010).
    The list includes a priority schedule for the development
     of TMDLs for each contaminant or “stressor” impacting
     the water body. The major source of pathogens are
     typically:
       septic wastewater treatment systems
       runoff from new urban development
National Flood Insurance Program
 The Federal Emergency Management Agency
  (FEMA) administers the National Flood Insurance
  Program (NFIP)
   FEMA issues flood insurance rate maps for communities
    participating in the NFIP. These maps delineate flood
    hazard zones for each project site. Executive Order
    11988 (Floodplain Management) addresses floodplain
    issues related to public safety, conservation, and
    economics. It requires:
   Avoidance of incompatible floodplain development;
   Consistency with the standards and criteria of the NFIP;
    and
   Restoration and preservation of the natural and
    beneficial floodplain values.
Inundation Hazards
 Seiche- (saysh): a series of standing waves (sloshing
  action) of an enclosed body or partially enclosed body of
  water caused by earthquake shaking. Seiche action can
  affect harbors, bays, lakes, rivers, and canals.
 Tsunami- (soo-NAH-mee): a Japanese word that means
  harbor wave; a sea wave of local or distant origin that
  results from large-scale seafloor displacements associated
  with large earthquakes, major submarine slides, or
  exploding volcanic islands. Typically generated by seismic
  or volcanic activity or by underwater landslides, a tsunami
  consists of a series of high-energy waves that radiate
  outward like pond ripples from the area in which the
  generating event occurred.

 Folsom Dam- Video
Hydrology
 Precipitation
    Mean annual rainfall
    Drainage Manuals- City and County Specific
    100-year storm event
 Soils
    Soil classification- NRCS Soil Surveys
    Hydrologic Soil Group
 Infiltration
    SCS runoff curve numbers
 Topography
    Surveying line elevations
Hydraulics Analysis
 Capture it:
   Do you have enough capacity?
      Retention Basin= Hold and release
      Detention Basin= Holds for evaporation and percolation
      Stormwater Cells= Percolation
      Urban Stormwater System
         Infrastructure capacity- StormCAD

 Discharge it:
   Does the river or stream have enough capacity?
      Pre and Post Project Flow modeling:
         HEC-RAS Modeling
Groundwater and Recharge
Analysis
 Groundwater Recharge?
   Large land development projects
    Large areas of impervious surfaces
        Recharge wells?
   Geotechnical Study
   Stormwater or Infrastructure Study
   Urban Water Management Plan
    High recharge area?
    Impaired water basin?
Groundwater Use and WSA’s
 Vineyard Area Citizens (4 Approaches)
  1) Applicable to multi-phased projects requiring
     procurement of additional supply for each
     phase.
       EIR to indicate whether there likely would be a
        rough regional balance between water supply and
        demand by analyzing competing long-term water
        demands within the applicable region (e.g., the
        relevant water agency zone) and the potential effect
        of such competing demands on the project’s ability
        to obtain sufficient water.

Example: Conversion from Agricultural Use to Residential Use
Groundwater and WSA’s Cont.
   2) The second approach is to demonstrate a
       “reasonable likelihood” that water will be
       available for the project from an identified
       source “by other means.”
           Such a demonstration could be supported by:
              A description of infrastructure proposed to connect the water
               supply to the project
              The scheduled timing for constructing such infrastructure
              a funding mechanism that is in place for the infrastructure
               construction
              And evidence that available supply will not be allocated to
               other competing development.
      Evidence of contractual or other rights to water supply
         would also support a demonstration that an identified
         source is reasonably likely to be available

Example: Prison Expansion, planned infrastructure.
Groundwater and WSA’s Cont.
   3) The third possible approach to CEQA compliance could be
      used in circumstances where it is not possible to
      demonstrate a reasonable likelihood that water from
      identified sources will be sufficient.
       In such circumstances, the EIR must identify:
           Potential sources of water
           The environmental impacts of relying on those sources
           The likelihood the identified sources will be available.


   Additionally, the EIR must disclose any uncertainty regarding
     the supply, and where uncertainty exists, identify possible
     replacement sources or alternatives to use of the
     anticipated water, discuss their environmental
     consequences, and identify mitigation measures to
     minimize each adverse impact.

Example: Basin in overdraft. Now what? Water right acquisition?
Groundwater and WSA’s Cont.
   4) The Court also indicated that a fourth
     approach would be for the EIR to
     incorporate or rely on an existing urban
     water management plan (UWMP)
       provided the UWMP accounted for the expected
        new demand of the development project at issue
           Urban water suppliers are required to prepare and
            periodically update UWMPs
              Must :describe and project estimated past, present, and
               future water sources, supply, and demand for at least a
               20-year
           Vineyard Area Citizens makes it clear that in relying
            upon the information in the UWMP, or for that matter
            in relying upon any evidence in other outside
            documents, the drafter of a CEQA water supply
            analysis must be careful to properly reference,
            summarize, or otherwise guide the reader to the
            relevant information in that document.
Example: Basin in overdraft. General Plan EIR?
Sample EIR Discussion
Significant Hydrology Impacts
 What are a few types of projects?
   Oil and Natural Gas Wells- Hydraulic Fracturing
   Concentrated Solar Thermal
   Sand and Gravel Mining
   Large Industrial/Residential Developments
   Many many more.
Questions?
  Thank You

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January 22 ESP 179 Hydro

  • 1. ESP 179- Winter 2013 Hydrology and Water Quality January 22, 2012 Instructor: Trevor Macenski
  • 2. Email Questions  EIR Assignment  Only Review a Draft Environmental Impact Report  It is ok if it’s a joint EIR/EIS document  Thresholds Matrix  Two EIR’s Same Project Different Locations  Compare and Contrast  Matrix Worksheet-Kevin to provide  ISMND Assignment- Group Project  8-10  4 project choices  Presentation  Changing Thresholds Question
  • 3. Lecture Outline  Review CEQA Checklist Questions  Federal Clean Water Act  CA’s Porter-Cologne Water Quality Control Act  RWQCBs  303d List  Flood Hazards  Impact Analysis Approach  Groundwater and WSA’s  Sample Discussion and Analysis  Extra Credit- Reminder
  • 4. Hydrology and Water Quality  Appendix G Checklist: Hydrology and Water Quality  Water Quality Standards and Waste Discharge Requirements  Groundwater: supply, recharge, concept of “net deficit”,  Alter drainage patterns and result in erosion or siltation  Alter drainage an result in flooding  Exceed capacity of drainage systems  Degrade water quality  Place housing within 100 year flood hazard  Structures that would impede flood flows  Levee or Dam failure  Inundation by seiche, tsunami, or mudflow
  • 5. Appendix G: Checklist Questions Projects that discharge waste/storm water Projects that are using groundwater: Residential/Commercial/ Industrial/ Energy Projects that have large cut and fill. Redirecting water.
  • 6. Projects that have large cut and fill. Redirecting water. Projects that have increase impervious surfaces.
  • 7. Water Quality Standards  Pursuant to the Federal Clean Water Act, water quality standards are "provisions of State or Federal law which consist of a designated use or uses for the waters of the United States and water quality criteria for such waters based upon such uses. Water quality standards are to protect the public health or welfare, enhance the quality of water and serve the purposes of the Act."
  • 8. Federal Clean Water Act  The Clean Water Act (CWA)is the major federal legislation governing water quality.  The objective of the CWA is “to restore and maintain the chemical, physical, and biological integrity of the Nation’s waters.”  Important applicable sections of the Act are as follows: Section 301 prohibits the discharge of any pollutant by any person, except as in compliance with Sections 302, 306, 307, 318, 402, and 404 of the CWA. Sections 303 and 304 provide for water-quality standards, criteria, and guidelines.
  • 9. Federal Clean Water Act Section 401 requires an activity which may result in a discharge to “waters of the United States” to obtain certification from the State. Certification is provided by the RWQCB. Section 402 establishes the National Pollution Discharge Elimination System (NPDES) a permitting system for the discharge of any pollutant (except for dredge or fill material) into waters of the United States. This permit program is administered by the RWQCB. Section 404 establishes a permit program for the discharge of dredge or fill material into waters of the United States. This permit program is administered by the U.S. Army Corps of Engineers (USACE)
  • 10. CA’s Porter-Cologne Water Quality Control Act  Porter-Cologne Water Quality Control Act (California Water Code Section 13000, et seq.) provides the basis for water quality regulation within California.  The Act requires a “Report of Waste Discharge” to land or surface waters that may impair a beneficial use of surface or groundwater of the State.  In practice, these requirements are typically integrated with the NPDES permitting process.
  • 11. CA’s Porter-Cologne Water Quality Control Act  The State Water Resources Control Board (SWRCB) and the various RWQCBs throughout the State  Water Quality Control Plans (Basin Plans).  These plans establish water quality standards for particular bodies of water. California water quality standards are composed of three parts:  the designation of beneficial uses of water  water quality objectives to protect those uses  implementation programs designed to achieve and maintain compliance with the water quality objectives.  The RWQCB implements management plans to modify and adopt standards under provisions set forth in section 303(c) of the Federal CWA and California Water Code (Division 7, Section 13240). Under Section 303(d) of the 1972 CWA, the State is required to develop a list of waters with segments that do not meet water quality standards.
  • 12. RWQCBs  The Porter-Cologne Water Quality Control Act took effect on January 1, 1970. It combined the State Water Rights Board and the State Water Resources Control Board and created the nine Regional Water Boards:  Region 1: North Coastal RWQCB  Region 2: SF RWQCB  Region 3: Central Coastal RWQCB  Region 4: LA REWQCB  Region 5: Central Valley RWQCB  Region 6: Lahontan RWQCB  Region 7: Colorado River RWQCB  Region 8: Santa Ana RWQCB  Region 9: SD RWQCB
  • 13. 303 (d) List and TDML’s  Total Maximum Daily Loads  A total maximum daily load (TMDL) refers to the amount of a specific pollutant a river, stream, or lake can assimilate and still meet federal water quality standards as provided in the CWA.  The SWQCB’s 303(d) list is an EPA approved list of impaired water bodies in the State of California (2008-2010).  The list includes a priority schedule for the development of TMDLs for each contaminant or “stressor” impacting the water body. The major source of pathogens are typically:  septic wastewater treatment systems  runoff from new urban development
  • 14. National Flood Insurance Program  The Federal Emergency Management Agency (FEMA) administers the National Flood Insurance Program (NFIP)  FEMA issues flood insurance rate maps for communities participating in the NFIP. These maps delineate flood hazard zones for each project site. Executive Order 11988 (Floodplain Management) addresses floodplain issues related to public safety, conservation, and economics. It requires:  Avoidance of incompatible floodplain development;  Consistency with the standards and criteria of the NFIP; and  Restoration and preservation of the natural and beneficial floodplain values.
  • 15. Inundation Hazards  Seiche- (saysh): a series of standing waves (sloshing action) of an enclosed body or partially enclosed body of water caused by earthquake shaking. Seiche action can affect harbors, bays, lakes, rivers, and canals.  Tsunami- (soo-NAH-mee): a Japanese word that means harbor wave; a sea wave of local or distant origin that results from large-scale seafloor displacements associated with large earthquakes, major submarine slides, or exploding volcanic islands. Typically generated by seismic or volcanic activity or by underwater landslides, a tsunami consists of a series of high-energy waves that radiate outward like pond ripples from the area in which the generating event occurred.  Folsom Dam- Video
  • 16.
  • 17. Hydrology  Precipitation  Mean annual rainfall  Drainage Manuals- City and County Specific  100-year storm event  Soils  Soil classification- NRCS Soil Surveys  Hydrologic Soil Group  Infiltration  SCS runoff curve numbers  Topography  Surveying line elevations
  • 18. Hydraulics Analysis  Capture it:  Do you have enough capacity?  Retention Basin= Hold and release  Detention Basin= Holds for evaporation and percolation  Stormwater Cells= Percolation  Urban Stormwater System  Infrastructure capacity- StormCAD  Discharge it:  Does the river or stream have enough capacity?  Pre and Post Project Flow modeling:  HEC-RAS Modeling
  • 19. Groundwater and Recharge Analysis  Groundwater Recharge?  Large land development projects Large areas of impervious surfaces  Recharge wells?  Geotechnical Study  Stormwater or Infrastructure Study  Urban Water Management Plan High recharge area? Impaired water basin?
  • 20. Groundwater Use and WSA’s  Vineyard Area Citizens (4 Approaches) 1) Applicable to multi-phased projects requiring procurement of additional supply for each phase.  EIR to indicate whether there likely would be a rough regional balance between water supply and demand by analyzing competing long-term water demands within the applicable region (e.g., the relevant water agency zone) and the potential effect of such competing demands on the project’s ability to obtain sufficient water. Example: Conversion from Agricultural Use to Residential Use
  • 21. Groundwater and WSA’s Cont. 2) The second approach is to demonstrate a “reasonable likelihood” that water will be available for the project from an identified source “by other means.”  Such a demonstration could be supported by:  A description of infrastructure proposed to connect the water supply to the project  The scheduled timing for constructing such infrastructure  a funding mechanism that is in place for the infrastructure construction  And evidence that available supply will not be allocated to other competing development. Evidence of contractual or other rights to water supply would also support a demonstration that an identified source is reasonably likely to be available Example: Prison Expansion, planned infrastructure.
  • 22. Groundwater and WSA’s Cont. 3) The third possible approach to CEQA compliance could be used in circumstances where it is not possible to demonstrate a reasonable likelihood that water from identified sources will be sufficient.  In such circumstances, the EIR must identify:  Potential sources of water  The environmental impacts of relying on those sources  The likelihood the identified sources will be available. Additionally, the EIR must disclose any uncertainty regarding the supply, and where uncertainty exists, identify possible replacement sources or alternatives to use of the anticipated water, discuss their environmental consequences, and identify mitigation measures to minimize each adverse impact. Example: Basin in overdraft. Now what? Water right acquisition?
  • 23. Groundwater and WSA’s Cont. 4) The Court also indicated that a fourth approach would be for the EIR to incorporate or rely on an existing urban water management plan (UWMP)  provided the UWMP accounted for the expected new demand of the development project at issue  Urban water suppliers are required to prepare and periodically update UWMPs  Must :describe and project estimated past, present, and future water sources, supply, and demand for at least a 20-year  Vineyard Area Citizens makes it clear that in relying upon the information in the UWMP, or for that matter in relying upon any evidence in other outside documents, the drafter of a CEQA water supply analysis must be careful to properly reference, summarize, or otherwise guide the reader to the relevant information in that document. Example: Basin in overdraft. General Plan EIR?
  • 25. Significant Hydrology Impacts  What are a few types of projects?  Oil and Natural Gas Wells- Hydraulic Fracturing  Concentrated Solar Thermal  Sand and Gravel Mining  Large Industrial/Residential Developments  Many many more.

Editor's Notes

  1. A conservative approach might involve including in the analysis both a statement explicitly incorporating relevant portions of the UWMP by reference and a summary of the relevant information contained in the UWMP.