AREA A/B ENGINEERING REPORT - Waste Management

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Geosyntec Consultants Shimaoka T., Lee N., Matsufuji Y., Hanashima M. (1993) “Self-Purification Capacity of the Existing Solid Waste Layers in Landfills.” Proc. Sardinia 1993, 4 th Int. Landfill Symp., 11-15 October 1993, Cagliari, Italy. Solid Waste Association of North America (2002) “The solid waste manager’s guide to the bioreactor landfill.” SWANA Applied Research Foundation (revised June 2003). Solid Waste Association of North America (2004) “The Effectiveness of Municipal Solid Waste Landfills in Controlling Releases of Heavy Metals into the Environment.” SWANA Applied Research Foundation, March 2004. Soltani-Ahmadi H (2002) “A Review of the Literature Regarding Non-methane and Volatile Organic Compounds in MSW Landfill Gas,” MSW Magazine, September/October 2002. Statom R.A., Thyne G., McCray J.E. (2007) “Temporal Changes in Leachate Chemistry of a Municipal Solid Waste Landfill in Florida, USA.” DRAFT – Submitted for publication to Hydrogeology Journal. Sullivan P.S., Michels M.S. (2000) “The Time is Now for Changes to the AP-42 Section on Landfills.” Proc. SWANA’s 23th Annual Landfill Gas Symp., March 2000, La Jolla, CA. Sullivan P.S., Stege G.A. (2000) “An evaluation of air and greenhouse gas emissions and methane-recovery potential from bioreactor landfills.” MSW Magazine, September/October 2000. Sullivan P.S., Obereiner J., Clarke H.S., Fourie G. (2004) “Estimating the trend for NMOC generation and emissions after closure of MSW landfills.” Proc. SWANA’s 27th Annual Landfill Gas Symp., 22-25 March 2004, San Antonio, TX. Tchobanoglous G., Theisen H., Vigil S. (1993) “Integrated Solid Waste Management: Engineering Principles and Management Issues,” McGraw-Hill, New York, NY. United States Environmental Protection Agency (1993) “Solid Waste Disposal Facility Criteria: Technical Manual,” EPA530-R-93-017. USEPA Office of Solid Waste, Washington DC, USA, November 1993 (revised 13 April 1998). United States Environmental Protection Agency (2007) “Analysis of 40 Potential TSDs: Potential RCRA Treatment, Storage, and Disposal Facilities Proposed to the Superfund National Priority List after 1990,” USEPA Office of Solid Waste, 19 January 2007. Van Zanten B., Sheepers M.J.J. (1995) “Modeling of landfill gas potentials.” Proc. SWANA’s 18th Annual Landfill Gas Symp., March 1995, New Orleans, LA. Van Zomeren, A., van der Sloot, H.A. and Hoede, D. (2003) “Laboratory, pilot and field studies on stabilized waste produced at the VBM Site for recipe development, quality control and support of regulation.” In: Ortiz de Urbina, G. and Goumans, J.J.J.M. (Eds.) Proceedings of WASCON 2003 Waste Materials in Construction. 4-6 June, 2003, San Sebastian, Spain. Wisconsin Department of Natural Resources (2006) “Plan of Operation and Closure Plans for Landfills - Miscellaneous requirements for plans of operation.” Wisconsin Administrative Code, Chapter NR 514.07(9), December, 2006. MD10186.doc 121 29 March 2009
Geosyntec Consultants Youcai Z., Hua L., Jun W., Guowei G. (2002) “Treatment of Leachate by Aged-Refuse-Based Biofilter.” J. Environ. Eng., 128(7), 662-668. MD10186.doc 122 29 March 2009
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ENVIRONMENTAL PROTECTION AT THE MAN
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TABLE OF CONTENTS Geosyntec Consult
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TABLE OF CONTENTS (continued) Geosy
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TABLE OF CONTENTS (continued) Geosy
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DEFINITIONS AND LIST OF ACRONYMS AC
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EXECUTIVE SUMMARY Geosyntec Consult
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Geosyntec Consultants time, the lan
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Long-Term Liner System Performance
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Geosyntec Consultants generation is
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Geosyntec Consultants cover systems
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Beyond Waste Containment - Landfill
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Geosyntec Consultants • Section 3
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Geosyntec Consultants Required by r
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• Landfill gas system monitoring
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Geosyntec Consultants An extensive
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1.4.2 Permanent Storage of Biogenic
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2. REGULATORY OVERSIGHT OF MANAGED
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2.2.1 Siting Considerations Geosynt
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Geosyntec Consultants The LCRS is i
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• Control moisture and percolatio
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3. DESIGN COMPONENT SYSTEMS OF A MA
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Prescriptive Final Cover System 1.
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3.2.2 Key Environmentally Protectiv
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Geosyntec Consultants selected and
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Geosyntec Consultants • Leachate
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Geosyntec Consultants secondary, an
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Geosyntec Consultants along with re
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Geosyntec Consultants cover surface
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3.5 Gas Management System Geosyntec
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Geosyntec Consultants • Passive c
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Geosyntec Consultants out certain p
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Geosyntec Consultants on the curren
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4. OPERATION AND MAINTENANCE OF A M
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Geosyntec Consultants permit condit
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Geosyntec Consultants • Standard
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Geosyntec Consultants Design of the
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Geosyntec Consultants waste constit
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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
Page 91 and 92: Containment Attribute Siting and De
Page 93 and 94: Waste Treatment Attribute Siting an
Page 95 and 96: Environmental and Performance Monit
Page 97 and 98: they help reduce the dependency on
Page 99 and 100: Geosyntec Consultants that landfill
Page 101 and 102: 7.4 Increased Beneficial End Use Op
Page 103 and 104: 8. REFERENCES Geosyntec Consultants
Page 105 and 106: Geosyntec Consultants Eid H.T., Sta
Page 107 and 108: Geosyntec Consultants Koerner R.M.,
Page 109 and 110: Geosyntec Consultants Sangam H.P.,
Page 111 and 112: Geosyntec Consultants Wardwell R.E.
Page 113 and 114: I II III IV V VI VII VIII Figure A-
Page 115 and 116: • Long-terms trends in MSW leacha
Page 117 and 118: Geosyntec Consultants sites of diff
Page 119 and 120: A2.1.5 Development of a “Biofilte
Page 121 and 122: Geosyntec Consultants impact health
Page 123 and 124: Geosyntec Consultants updated despi
Page 125 and 126: Geosyntec Consultants Gibbons R.D.,
Page 127: Geosyntec Consultants Pivato A., Mo
Page 131 and 132: • Long-term performance of leacha
Page 133 and 134: AVERAGE LCRS FLOW RATE (lphd) 100,0
Page 135 and 136: B3. LONG-TERM PERFORMANCE OF LEACHA
Page 137 and 138: B4. FINAL COVER SYSTEM PERFORMANCE
Page 139 and 140: Geosyntec Consultants compacted but
Page 141 and 142: Geosyntec Consultants various pract
Page 143 and 144: Geosyntec Consultants In summary, a
Page 145 and 146: REFERENCES Geosyntec Consultants Ab
Page 147 and 148: Geosyntec Consultants Humer M., Lec
Page 149 and 150: Geosyntec Consultants United States
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Page 155 and 156: C4. LONG-TERM INTEGRITY OF LANDFILL
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Page 159: Geosyntec Consultants Zekkos D., Br
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