May 11-13, 2005CIWMB/LEA Conference1 Closure Postclosure Maintenance Plans What You Need To Know or...

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May 11-13, 2005 CIWMB/LEA Conference 1 Closure & Postclosure Maintenance Plans What You Need To Know or Secrets Revealed

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May 11-13, 2005CIWMB/LEA Conference3 Why? Protection of public health and safety and the environment (CIWMB/LEA) Protection of water quality (RWQCB) Legislature Says So CIWMB/LEA - PRC et seq. RWQCB - WC 13172

Transcript of May 11-13, 2005CIWMB/LEA Conference1 Closure Postclosure Maintenance Plans What You Need To Know or...

Page 1: May 11-13, 2005CIWMB/LEA Conference1 Closure  Postclosure Maintenance Plans What You Need To Know or Secrets Revealed.

May 11-13, 2005 CIWMB/LEA Conference 1

Closure & Postclosure Maintenance Plans

What You Need To Know or

Secrets Revealed

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May 11-13, 2005 CIWMB/LEA Conference 2

Topics General Overview Special Case – Trickling LFs Permit Interaction General Review Process Specific Review Issues

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May 11-13, 2005 CIWMB/LEA Conference 3

Why?

Protection of public health and safety and the environment (CIWMB/LEA)

Protection of water quality (RWQCB) Legislature Says So

CIWMB/LEA - PRC 43500 et seq. RWQCB - WC 13172

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Plan Types Closure

Describes closure activities (e.g., final cover, drainage, monitoring systems, etc.)

Postclosure Maintenance Describes inspection, maintenance, and

monitoring of landfill during PCM period

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Plan Level/Purpose/Due Dates Preliminary

Provide basis for cost estimate for C/PCM Conceptual Closure Design With JTD for review, revision, or new SWFP

Final Provide cost estimate, plan, schedule for

C/PCM Detailed descriptions of activities CEQA compliance required LTP Required 2 years prior to anticipated closure date

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Plan Level/Purpose/Due Dates (2) Partial Final

Same as final 2 year submittal not necessary

PCM Only After site certified closed Minimum every 5 years w/ permit

review

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Topics General Overview Special Case – Trickling LFs Permit Interaction General Review Process Specific Review Issues

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Trickling Standard - 3 Parts

Flow Level (i.e., “Trigger”) Long-term Inactive (12 months) Very Low Flow (2 yrs @ <30% of 10 yr average)

Criteria Capacity/likelihood to receive additional waste Cannot be to avoid or delay closure

implementation Implementation

LEA approval with CIWMB concurrence Maintain site in environmentally sound manner SWFP review/revised after approval

Burden of Proof - Operator

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Trickling CalculationYear Tonnage Year Tonnage

1991 5000 1997 7000

1992 5100 1998 4600

1993 4800 1999 3500

1994 4700 2000 1000

1995 4900 2001 500

1996 5000 2002 400

10-year average (minus max and min) = 47002-year average (last 2 years) = 450450/4700 = 9.6% TRICKLINGNote 30% of 4700 = 1410

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Trickling Approval Timelines

Operator - Request to LEA (>120 days) LEA - Respond w/in 60 days CIWMB - Respond to LEA approval w/in

60 days Effective Feb 2003

Sites in violation as of 2/03 Only 2 sites approved

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Topics General Overview Special Case – Trickling LFs Permit Interaction General Review Process Specific Review Issues

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Permit Action Complete Plans

Needed for permit application New, revised, permit review

Consistent w/ SMS Needed for SWFP concurrence

Effective Feb 03

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SWFP for PCM Effective Feb 03

LFs which did not initiate closure FCPMP incorporated into SWFP

Permit revision not necessary at that time

SWFP revised to reflect closed LF By time of certification of closure Ministerial action

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Topics General Overview Special Case – Trickling LFs Permit Interaction General Review Process Specific Review Issues

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May 11-13, 2005 CIWMB/LEA Conference 15

Review/Approval Process

CIWMB coordinates review LEA/RWB case-by-case basis

CIWMB/LEA/RWB review for completeness (30-day limit)

Agencies review for approvable (120-day limit, includes 30-day completeness time)

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Approval Levels Complete - all areas are addressed although

not necessarily adequately (i.e., “in the parking lot”)

Consistent w/SMS – all areas are addressed appropriately but not necessarily to an approvable level ( i.e., “in the ballpark”)

Approvable - all areas are addressed adequately (i.e., “in the correct seat”)

Financial Assurance CEQA/LTP – Final Only

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Here in Parking Lot

In the Ball Park

Correct

Seat

in

Section 101

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Approval Levels Complete - all areas are addressed although

not necessarily adequately (i.e., “in the parking lot”)

Consistent w/SMS – all areas are addressed appropriately but not necessarily to an approvable level ( i.e., “in the ballpark”)

Approvable - all areas are addressed adequately (i.e., “in the correct seat”)

Financial Assurance CEQA/LTP – Final Only

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Review Responsibilities PRC 43506 (b)

RWQCB - portions of plans related to protection of the waters of the State

LEA/CIWMB - remaining portions of the plans

Use JTD Index to determine shared topics

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Shared Responsibility RWQCB – Water Quality CIWMB/LEA – Non Water Quality

Cover Design Drainage and Erosion Control Gas Monitoring and Control Postclosure Land Use Slope Stability Construction Quality Assurance

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Sole ResponsibilityResponsibility

RWQCB Ground and Surface Water Monitoring

CIWMB/LEA Site Security Structure Removal Gas Monitoring in Structures

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Topics General Overview Special Case – Trickling LFs Permit Interaction General Review Process Specific Review Issues

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Checklists Complete

Preliminary Final

Adequate/Approvable Preliminary Final

On web page

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General Areas Math Engineering Calculations Design Assumptions Cost Estimates

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Cost Estimates Spreadsheet

On web page Detailed

Not every item needed for every site

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Cost Estimates (2) Closure

Everything included If not built yet include in estimate

3rd party 20% contingency

Phased Closure Closure area PLUS open area

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Cost Estimates (3) Postclosure Maintenance

Annualized cost x 30 Prorate for frequency <1/yr

No pre-discounting (i.e., less in future) Can have options in PCM plan

E.g., frequency table Revise estimate at that time

Covers entire site – even if phased closure

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Phased Closure

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Gas Monitoring Triple completion if >30 ft At permitted boundary or closer Maximum 1000 ft ALONG

perimeter Structure monitoring Control necessary?

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Gas Probe Placement

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Final Cover Minimum 3 ft (ET Covers) Interim Cover ≠ Foundation Layer

Can under certain conditions Grading

Slopes ≤ 1.75:1 (h:v) Bench – 15 ft wide every 50 ft

elevation

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Drainage Design Storm

Amount used Return frequency Whence data

Old DWR report good but out-of-date Caltrans DWR Local Flood District

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Slope Stability Assumptions used ≥ 3:1 slopes Earthquake area

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Postclosure Land Use Included in Plan

Transfer Station IS postclosure land use

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Timelines Reasonable

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Questions????Michael WochnickCIWMB - Closure and Technical

[email protected]