AREA A/B ENGINEERING REPORT - Waste Management

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2.3 Public Involvement in the Permitting Process Informational meetings during the landfill permitting process provide for active public participation in the decision making process Geosyntec Consultants Throughout the entire landfill permitting process, the public is encouraged to become involved and offer comment. Once the overseeing regulatory agency determines that a permit application to construct and operate a landfill site meets all regulatory requirements, the agency prepares a draft permit and submits it to the public for comment, often holding a public meeting to answer questions and accept additional comments. Permit applicants are encouraged to interact with interested members of the public even before a draft permit is available. The agency solicits, collects, and carefully reviews and considers the comments received prior to making a final decision on a permit application. In making a final decision, the agency takes into account public concerns voiced at meetings and as outlined in written comments received. A written summary is usually prepared by the agency responding to public comments and concerns. Where appropriate, specific design criteria may be amended to mitigate potential impacts, or conditions added to the permit to improve the landfill’s overall performance. MD10186.doc 33 29 March 2009
3. DESIGN COMPONENT SYSTEMS OF A MANAGED SOLID WASTE LANDFILL Geosyntec Consultants The anatomy of a modern managed landfill includes numerous engineered systems and components that function together with natural conditions and buffers. Combined, these engineered and natural components provide overlapping environmental safeguards throughout the operating and post closure life of the landfill. Final Cover System Gas Management System Stormwater Management System Modern managed landfills are designed and operated to prevent human or vector (e.g., insects, rodents, birds, etc.) contact with disposed waste. Additionally, modern landfill designs use engineered liners of low permeability to contain waste, leachate, and landfill gas and protect groundwater. 3.1 Containment of Waste in Landfills Environmental Monitoring System Engineered Component Systems Liner System Leachate Management System The waste containment, treatment, and monitoring systems are designed, constructed, operated, and maintained to provide long-term environmental protection. The environmentally safe and secure containment of solid waste in landfills has been a major goal MD10186.doc 34 29 March 2009
Page 1 and 2: ENVIRONMENTAL PROTECTION AT THE MAN
Page 3 and 4: TABLE OF CONTENTS Geosyntec Consult
Page 5 and 6: TABLE OF CONTENTS (continued) Geosy
Page 7 and 8: TABLE OF CONTENTS (continued) Geosy
Page 9 and 10: DEFINITIONS AND LIST OF ACRONYMS AC
Page 11 and 12: EXECUTIVE SUMMARY Geosyntec Consult
Page 13 and 14: Geosyntec Consultants time, the lan
Page 15 and 16: Long-Term Liner System Performance
Page 17 and 18: Geosyntec Consultants generation is
Page 19 and 20: Geosyntec Consultants cover systems
Page 21 and 22: Beyond Waste Containment - Landfill
Page 23 and 24: Geosyntec Consultants • Section 3
Page 25 and 26: Geosyntec Consultants Required by r
Page 27 and 28: • Landfill gas system monitoring
Page 29 and 30: Geosyntec Consultants An extensive
Page 31 and 32: 1.4.2 Permanent Storage of Biogenic
Page 33 and 34: 2. REGULATORY OVERSIGHT OF MANAGED
Page 35 and 36: 2.2.1 Siting Considerations Geosynt
Page 37 and 38: Geosyntec Consultants The LCRS is i
Page 39: • Control moisture and percolatio
Page 43 and 44: Prescriptive Final Cover System 1.
Page 45 and 46: 3.2.2 Key Environmentally Protectiv
Page 47 and 48: Geosyntec Consultants selected and
Page 49 and 50: Geosyntec Consultants • Leachate
Page 51 and 52: Geosyntec Consultants secondary, an
Page 53 and 54: Geosyntec Consultants along with re
Page 55 and 56: Geosyntec Consultants cover surface
Page 57 and 58: 3.5 Gas Management System Geosyntec
Page 59 and 60: Geosyntec Consultants • Passive c
Page 61 and 62: Geosyntec Consultants out certain p
Page 63 and 64: Geosyntec Consultants on the curren
Page 65 and 66: 4. OPERATION AND MAINTENANCE OF A M
Page 67 and 68: Geosyntec Consultants permit condit
Page 69 and 70: Geosyntec Consultants • Standard
Page 71 and 72: Geosyntec Consultants Design of the
Page 73 and 74: Geosyntec Consultants waste constit
Page 75 and 76: 5. ENVIRONMENTAL MONITORING AT MANA
Page 77 and 78: Geosyntec Consultants safeguards fo
Page 79 and 80: Geosyntec Consultants LFG migration
Page 81 and 82: Geosyntec Consultants Other example
Page 83 and 84: Geosyntec Consultants operation is
Page 85 and 86: Geosyntec Consultants landfill syst
Page 87 and 88: Geosyntec Consultants behind the li
Page 89 and 90: Table 6-0: Summary of Section 6 Tab
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Containment Attribute Siting and De
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Waste Treatment Attribute Siting an
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Environmental and Performance Monit
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they help reduce the dependency on
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Geosyntec Consultants that landfill
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7.4 Increased Beneficial End Use Op
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8. REFERENCES Geosyntec Consultants
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Geosyntec Consultants Eid H.T., Sta
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Geosyntec Consultants Koerner R.M.,
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Geosyntec Consultants Sangam H.P.,
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Geosyntec Consultants Wardwell R.E.
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I II III IV V VI VII VIII Figure A-
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• Long-terms trends in MSW leacha
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Geosyntec Consultants sites of diff
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A2.1.5 Development of a “Biofilte
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Geosyntec Consultants impact health
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Geosyntec Consultants updated despi
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Geosyntec Consultants Gibbons R.D.,
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Geosyntec Consultants Pivato A., Mo
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Geosyntec Consultants Youcai Z., Hu
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• Long-term performance of leacha
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AVERAGE LCRS FLOW RATE (lphd) 100,0
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B3. LONG-TERM PERFORMANCE OF LEACHA
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B4. FINAL COVER SYSTEM PERFORMANCE
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Geosyntec Consultants compacted but
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Geosyntec Consultants various pract
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Geosyntec Consultants In summary, a
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REFERENCES Geosyntec Consultants Ab
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Geosyntec Consultants Humer M., Lec
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Geosyntec Consultants United States
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Geosyntec Consultants These three s
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Geosyntec Consultants discontinue o
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C4. LONG-TERM INTEGRITY OF LANDFILL
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Geosyntec Consultants well known, t
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Geosyntec Consultants Zekkos D., Br
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