Landfill Gas Monitoring Plan

PREPARED FOR: BOARD OF COMMISSIONERS COUNTY OF BURKE P.O. BOX 1486 MORGANTON, NORTH CAROLINA 28680

JOHN’S RIVER WASTE MANAGEMENT FACILITY PERMIT NO. 12-03

LANDFILL GAS MONITORING PLAN

REVISED FEBRUARY 2017

PREPARED BY:

2211 WEST MEADOWVIEW ROAD, SUITE 101 GREENSBORO, NORTH CAROLINA 27407 NC LICENSE NUMBER C-0782 PHONE: (336) 323-0092 FAX: (336) 323-0093 JOYCE PROJECT NO. 277.1602.12

LANDFILL GAS MONITORING PLAN John’s River Landfill Permit No. 12-03

TABLE OF CONTENTS

1.0 INTRODUCTION ...... 1 1.1 Background ...... 1 1.2 Site Geology and Hydrogeology ...... 2 1.3 Regulatory Limits ...... 2 2.0 LANDFILL GAS MONITORING ...... 2 2.1 Landfill Gas Monitoring Network ...... 3 2.1.1 Existing Monitoring Network ...... 3 2.1.2 Historical Gas Monitoring Results...... 3 2.1.3 Proposed Phases 2A and 4 of the C&D Expansion Facility ...... 4 2.2 Structure and Ambient Sampling ...... 5 2.3 Landfill Gas Monitoring Frequency ...... 5 3.0 LANDFILL GAS SAMPLING PROCEDURES...... 5 3.1 Detection Equipment ...... 5 3.2 Landfill Gas Sampling Procedure ...... 6 4.0 RECORD KEEPING AND REPORTING ...... 6 4.1 Landfill Gas Monitoring Data Form ...... 7 4.2 Sampling Reports ...... 7 4.3 Permanent Record Keeping ...... 7 5.0 CONTINGENCY PLAN ...... 7 6.0 CERTIFICATION OF PROFESSIONAL GEOLOGIST OR ENGINEER ...... 8 7.0 CERTIFICATION OF REGISTERED LAND SURVEYOR ...... 8 8.0 REFERENCES ...... 8

Drawing Drawing LGMP-1 Landfill Gas Monitoring Plan

Appendices Appendix A Landfill Gas Monitoring Well Detail (Typical) Appendix B Solid Waste Section – Landfill Gas Monitoring Guidance Appendix C Landfill Gas Monitoring Data Form Appendix D SWS November 2014 Memo on Document Submittal Appendix E Certification of Professional Geologist or Engineer

Landfill Gas Monitoring Plan Joyce Engineering Burke County, John’s River Landfill, Permit No. 12-03 February 2017 i

1.0 INTRODUCTION The North Carolina Department of Environment and Natural Resources (NCDENR) officially became the Department of Environmental Quality (NCDEQ) in September 2015. The agency will be referenced as NCDEQ in this document, including references to its actions or documents predating the change. The NCDEQ Division of Waste Management (DWM) and Solid Waste Section (SWS) retain the same designations.

This Landfill Gas Monitoring Plan (LGMP) will serve as a guidance document for collecting and monitoring of landfill gas at Burke County’s John’s River Waste Management Facility (JRWMF, aka John’s River Landfill). Landfill gas will be monitored quarterly to ensure that methane and hydrogen sulfide concentrations do not exceed the regulatory limit at the facility boundary or in facility structures. The LGMP was prepared in accordance with the NCDEQ-DWM-SWS Gas Monitoring Guidance document, including updated monitoring requirements for C&D landfills, to assure performance standards are met and to protect public health and the environment. This LGMP incorporates the previous LGMPs for the existing landfill facility dated December 1997, Phase 1 dated August 2012, and adds gas monitoring for the proposed C&D landfill expansion at the facility for Phases 2A & 4. The proposed new gas monitoring wells associated with the Phases 2A and 4 of the C&D landfill expansion will be installed in conjunction with landfill construction after a permit-to-construct is issued by the NCDEQ.

1.1 Background

The JRWMF is located in the north-central portion of Burke County, north of Morganton, North Carolina. The 318-acre facility was permitted in 1987 and the landfill began receiving waste in 1988. The old landfill consists of an unlined waste disposal unit covering 28 acres in the southwest corner of the landfill property. The old landfill started as a municipal solid waste (MSW) landfill which began operation in April 1988, but was closed to comply with §.1627(c)(10)(A) of the North Carolina Solid Waste Management Rules (NCSWMR). Burke County operated a permitted Construction and Demolition (C&D) disposal area on top of the closed MSW landfill between 1998 and 2014. Final closure of the C&D portion of the old landfill was completed in 2016.

An expansion of the C&D landfill located adjacent to and northeast of the old landfill was permitted in 2014. The expansion includes 37 acres of C&D waste disposal area to be built in eight phases. The Phase 1A permit to operate was issued in August 2014. Phase 2A and Phase 4 are proposed to be constructed in 2018. A MSW transfer facility is located in the eastern half of the property. A site plan showing all the pertinent features of the facility, including the locations of gas probes and monitoring points, is provided as Drawing LGMP-1.

Landfill Gas Monitoring Plan Joyce Engineering Burke County, John’s River Landfill, Permit No. 12-03 February 2017 1

1.2 Site Geology and Hydrogeology The JRWMF is in close proximity to the Brevard Shear Zone, and is underlain by highly metamorphosed rocks including gneiss, schist, as well as calc-silicate rocks, felsic rocks, and metavolcanic rocks. The dominant rock type at the facility is biotite-muscovite schist, as seen in outcrops, boulders, and rock cores located on site. The structures within limited outcrops indicate that these rocks are complexly-folded, with attitudes that vary from vertical to horizontal in most outcrops. The site regolith is typical of the inner piedmont and consists mostly of silty sand, clayey sand, and sandy silt. The regolith itself is up to 100 feet thick and varies in thickness with topography.

The 318-acre landfill property is bounded by Lower Creek to the north and east, and the Catawba River to the south. The Catawba River forms Lake Rhodhiss immediately southeast of the facility. Lake Rhodhiss is a long, narrow lake formed by the Rhodhiss Hydroelectric Dam located approximately 12 miles downstream of the landfill property.

1.3 Regulatory Limits The closed, unlined MSW landfill at the JRWMF is governed by the North Carolina Solid Waste Management Regulations (NCSWMR) 15A NCAC 13B.1600 rules and regulations for sanitary landfills; however, the closed C&D landfill on top of the closed MSW landfill, as well as the C&D landfill expansion, will be governed by the 15A NCAC 13B.0500 rules. Current regulations and requirements for C&D landfills state that concentration of methane gas, as well as hydrogen sulfide, generated by the facility should not exceed 25% of the lower explosive limit (LEL) in facility structures or that the concentrations of gasses do not exceed the LEL at the facility property boundary. The LEL for methane equals 5% by volume at standard temperature and pressure. The LEL for hydrogen sulfide equals 4% by volume at standard temperature and pressure. This LGMP prescribes a routine monitoring program to ensure standards are met and the actions to be taken if methane or hydrogen sulfide concentrations exceed specified limits.

2.0 LANDFILL GAS MONITORING Gas monitoring at the John’s River Landfill will be performed throughout the active and post- closure care period. At a minimum, quarterly monitoring will be conducted at all subsurface gas detection wells (gas probes) and in all structures located within 1000 feet of waste on the landfill property. This site is one of three Burke County landfill sites that JOYCE monitors. The East Burke and Kirksey Drive Landfills are closed MSW landfills regulated under the .0500 rules of the NCSWMR. Common practice for the Burke County landfill sites will be to perform the second and fourth quarterly gas events in conjunction with the semiannual groundwater monitoring events, usually over a two-three day period, while the first and third quarterly gas monitoring events will occur as stand-alone events.

Landfill Gas Monitoring Plan Joyce Engineering Burke County, John’s River Landfill, Permit No. 12-03 February 2017 2

2.1 Landfill Gas Monitoring Network 2.1.1 Existing Monitoring Network The current gas monitoring program for the facility includes ten gas probes: GP-1S&D, GP-2S,I,&D, GP-3S&D, GP-4, GP-5, and GP-6. The program also includes six buildings or structures (GMP-1, GMP-2, GMP-3, GMP-4, GMP-7A, GMP-13, and GMP-14), and nine ambient air monitoring points around the perimeter of the closed C&D-over-MSW landfill (GMP-5, GPM-6, GPM-7, GMP-8, GMP-9, GMP-10, GMP-11, and GMP-12). The structures and ambient air points were first monitored for landfill gas in October 1993. Gas Probes GP-1S&D, GP-2S,I,&D, and GP-3S&D were installed in 1994 and were first monitored in October 1994. GP-4, GP-5, and GP-6 were installed in September 2014 to monitoring Phase 1A.

The locations of the gas probes and monitoring points are shown on the attached drawing (LGMP-1). Note that the GP-2S,I,&D and GP-4 probes are located between the closed C&D- over-MSWLF unit and Phase 1A of the C&D expansion and will be used to monitor gas between the two units. The GP-3S&D probes are located within the footprint of Phase 4 of the C&D Expansion and will need to be abandoned prior to construction of Phases 2A & 4. The following Table summarizes the locations and screened intervals of the existing gas probes.

Probe ID Location Description Screen Interval (feet BGS) GP-1S Approximately 200’ north of northwest corner 4 - 16 GP-1D of closed landfill. 18 - 28 GP-2S Approximately 90’ north of northeast corner of 4 - 13 GP-2I closed landfill and 160’southwest of northwest 14 - 28 GP-2D corner of Phase 1 of the C&D Expansion. 29 - 35 GP-3S Approx. 780’ northeast of the closed landfill. 4 - 11 Approx. 625’ southeast of Phase 1A. GP-3D To be abandoned before Phase 2A & 4 construction. 12 – 18.5 GP-4 Between the old landfill and C&D expansion. 5 - 25 GP-5 Approx. 170’ northwest of Phase 1A. 5 - 45 GP-6 Approx. 160’ northeast of Phase 1A. 5 - 45

2.1.2 Historical Gas Monitoring Results While there have been a few isolated detections in site structures and/or at ambient air points, all have been less than 1% methane by volume, and there have been no detections in exceedance of 25% of the LEL. An apparent detection of approximately 20% methane in a vehicle maintenance pit in the shop (GMP-3) on May 29, 2008 was determined to be the result of a leak from a propane line, not landfill gas.

There have been consistent detections of methane above the LEL in the GP-2S,I,&D gas probes since the 1990’s, often in excess of 50% methane by volume. There have also been consistent exceedances in GP-4. There have been no exceedances of the LEL for methane in GP-1S&D, GP-3S&D, GP-5, or GP-6. The GP-2S,I,&D probes and GP-4 are located very near the former MSW waste unit and are very far from any property boundary. The closest property boundary to

Landfill Gas Monitoring Plan Joyce Engineering Burke County, John’s River Landfill, Permit No. 12-03 February 2017 3

is over 700 feet to the west, and GP-1 is located between GP-2S,I,&D and the property boundary in this direction. It is over 1500 feet to any other property boundary.

A delineation study for the extent of methane exceedances in the vicinity of GP-2S,I,&D, especially as it may impact the expansion area, was conducted in 2012. Several temporary gas probes and piezometers in the area between GP-2S,I,&D and the expansion area have been monitored voluntarily on a regular basis. These temporary gas probes and piezometers are not part of the compliance network.

2.1.3 Proposed Phases 2A and 4 of the C&D Expansion Facility Two additional gas probes (GP-7 and GP-8) are proposed to monitoring for gas migration from Phases 2A and 4 of the C&D expansion area. The locations of the proposed gas probes are shown on Drawing LGMP-1. The following table summarizes the proposed target depths for the probes.

Estimated Estimated Phase for Probe Target Location Description Depth to Depth to Probe ID Depth (feet BGS) Bedrock Water Installation (feet BGS) (feet BGS) GP-7 North of Phase 4, near maintenance bldg. 50 40-45 40-45 Phase 2A&4 GP-8 East of the northern-most part of Phase 4. 25 30-35 30-35 Phase 2A&4

The target depths are based on the lowest elevation of the proposed base of waste within 500 feet of the probe. Gas probes will be installed to the target depth, the water table, or bedrock, whichever is encountered first (shallowest).

Note that the John’s River Landfill is bordered by the Catawba River to the south and southwest. The river will act as a hydraulic barrier to the movement of subsurface landfill gas so that it will not be possible for gas to migrate beyond the property boundary in this direction. Also, there are no structures or potential receptors located between the southeast end of the C&D expansion area and the river; therefore, no gas probes have been proposed for this portion of the property.

The future gas probes will be constructed and installed to the specifications listed in 15A NCAC Subchapter 2C and the Solid Waste Section’s Landfill Gas Monitoring Guidance Document. A Professional Engineer (P.E.) or a N.C. Professional Geologist (P.G.) must certify/ supervise the installation of all landfill gas monitoring wells. A detailed example of a typically constructed LFG well is included in Appendix A.

Within thirty (30) days of completion of the landfill monitoring gas wells, a well construction record and/or boring log and a diagram for each well, including but not limited to total depth, screened interval and distance above seasonal table will be submitted to the SWS. The submittal will also include a scaled topographic map showing the surveyed location and identification of new, existing, and abandoned landfill gas monitoring wells.

Landfill Gas Monitoring Plan Joyce Engineering Burke County, John’s River Landfill, Permit No. 12-03 February 2017 4

2.2 Structure and Ambient Air Sampling There are currently seven structures on the facility property that are monitored for explosive gases GMP-1, GMP-2, GMP-3, GMP-4, GMP-7A, GMP-13, and GMP-14. The structures are described below. The locations of these structures are shown on Drawing LGMP-1.

GMP-1 Scale House GMP-2 Recycling Center GMP-3 Office & Shop Building GMP-4 Building behind Shop GMP-7A Shed near SE corner of facility GMP-13 Firing Range Structure GMP-14 Transfer Station

Furthermore, there are eight points around the perimeter of the closed C&D-over-MSW landfill unit where ambient air is monitored for landfill gas. These points are designated GMP-5, GPM-6, GPM-7, GMP-8, GMP 9, GMP-10, GMP-11, and GMP-12. The locations of these monitoring points are shown on Drawing LGMP-1.

2.3 Landfill Gas Monitoring Frequency The landfill gas wells and on-site structures included in this LGMP will be monitored at least quarterly in accordance with current regulations. The first and the third quarterly monitoring events will occur sometime in February-March and August-September. The gas wells will be monitored for the second and fourth quarterly events in conjunction with the semiannual groundwater monitoring events which usually occur in May-June and November-December.

3.0 LANDFILL GAS SAMPLING PROCEDURES Landfill gas samples will be collected in accordance with Solid Waste Section’s Landfill Gas Monitoring Guidance document, which is included as Appendix B. Details of detection equipment and sampling procedures are outlined below.

3.1 Detection Equipment A portable combustible gas monitor, measuring the concentration of combustible gases in units of percent of LEL and/or % by volume shall be used to conduct gas monitoring. The LEL is the lowest percent by volume of a mixture of combustible gas in air that will propagate a flame at 25 degrees Celsius and atmospheric pressure. If the portable combustible gases monitor measures methane concentration in percent volume, it shall be converted to LEL in the field using the following formula: 100% LEL Methane = 5% Volume Methane % Volume Methane X 20 = % LEL Methane

Landfill Gas Monitoring Plan Joyce Engineering Burke County, John’s River Landfill, Permit No. 12-03 February 2017 5

A portable hydrogen sulfide gas (H2S) monitor, or add-on H2S sensor pod for the combustible gas monitor, shall also be used to conduct gas monitoring. The LEL for H2S is 40,000 ppm, or 4% by volume; however, hydrogen sulfide is dangerous to human health at levels well below the LEL. Most portable instrumentation reads hydrogen sulfide in parts per million as a volume-to- volume unit, so an approximate conversion of 1% Volume H2S is 10,000 ppm. It is advisable to monitor and record H2S in accordance with the portable instruments range and units for comparison to health and safety limits; however, the regulatory standard is the LEL for gas probes and 25% of the LEL for structures.

The combustible gas monitor shall be calibrated to methane using the manufacturer's calibration kit and procedure before the monitoring activities begin. The calibration gas to be used depends on the expected levels of methane in landfill gas monitoring wells. If low-level methane is expected, 15% CO2/15% CH4 calibration gas should be used; if high-level methane is expected, 35% CO2/50% CH4 calibration gas should be used. Verification that the equipment was calibrated in accordance with the manufacture’s specifications is required. Calibration information must be recorded on the Landfill Gas Monitoring Data Form.

The H2S monitor or pod shall be calibrated to H2S using the manufacturer's calibration kit and procedure before the monitoring activities begin. Most instruments monitor for, and are calibrated in, the 0-500 ppm range for H2S for purposes of human health and safety. This range is more protective than the explosive limit monitoring requirement, and should provide warning of H2S migration long before exceedance of the LEL.

3.2 Landfill Gas Sampling Procedure The portable combustible gas monitor will be turned on and allowed to warm up prior to gas sampling. The static pressure should show a reading of zero before taking the initial sample. The sample tube shall be purged for at least one minute prior to connecting the sample tube to the detection well, and then the initial concentration will be recorded. Gas monitoring will continue until the readings have stabilized. A stable reading is considered to be +/- 0.5% by volume on the instrument’s scale. Once the reading has stabilized for 5 seconds, the reading will be recorded and the tubing will be disconnected from the valve. These steps will be repeated for each landfill gas monitoring well.

Gas monitoring in on-site structures will attempt to identify the "worst case" concentrations. The monitoring locations will be in corners along floors and ceilings, at cracks in the floor, and at other areas likely to accumulate gas. Gas monitoring will also be conducted in any confined space requiring the entry of personnel for maintenance or inspection. The monitoring will take place prior to entry by personnel in accordance with OSHA regulations.

4.0 RECORD KEEPING AND REPORTING The landfill gas data will be recorded in accordance to the SWS’s Landfill Gas Monitoring Guidance document included as Appendix B. The records will be maintained in the landfill

Landfill Gas Monitoring Plan Joyce Engineering Burke County, John’s River Landfill, Permit No. 12-03 February 2017 6

operating record. If there are exceedances of regulatory limits, the NCDEQ will be notified within seven calendar days of the detection.

4.1 Landfill Gas Monitoring Data Form An example landfill gas monitoring form is included as Appendix C.

4.2 Sampling Reports The landfill gas monitoring reports will be prepared in accordance with the NCDEQ-DWM-SWS Gas Monitoring Guidance (Appendix B), and current requirements for C&D landfills. Electronic submittals of reports, when required, will be in accordance with the SWS Memo dated November 4, 2014, which is included as Appendix D. The reports will describe the method of sampling, the date, time, location, sampling personnel, atmospheric temperature, reported barometric pressure, equipment calibration information, exceptions noted during sampling, and general weather conditions at the time of sampling, in addition to the concentration of combustible gases.

4.3 Permanent Record Keeping A copy of the landfill gas monitoring results and any remediation plans will be maintained in the landfill operating record. The reports will be maintained at the facility or an alternative location near the facility approved by the Division.

5.0 CONTINGENCY PLAN If methane gas or hydrogen sulfide gas levels that exceed the regulatory limits are detected, the results shall be reported to Burke County immediately. The County will notify the NCDEQ, SWS in writing and will take immediate steps to ensure safety and protection of human health.

If methane or hydrogen sulfide levels exceed the LEL in existing gas probes, the need for additional gas probes will be evaluated, as well as the need for additional monitoring within any nearby structures in the direction of the gas migration. If the exceedance is in a gas well not located at or near a property boundary, additional investigation including use of bar-hole probes or temporary gas wells may be implemented to determine whether or not the exceedance extends to the property boundary. If necessary, additional permanent gas wells may be installed between the exceeding well(s) and the property boundary to demonstrate that the site is in compliance.

If a compliance level is exceeded in an on-site structure, options will be evaluated to reduce the current methane or hydrogen sulfide levels and to prevent further migration of gasses into the structure. At a minimum, the following actions will be taken if the methane or hydrogen sulfide concentrations exceed 25% of the LEL in any structure:

 Put out all smoking materials and turn off all ignition sources;  Evacuate all personnel;

Landfill Gas Monitoring Plan Joyce Engineering Burke County, John’s River Landfill, Permit No. 12-03 February 2017 7

 Vent the structure;  Do not allow personnel to reenter the building except to perform gas monitoring until the results of additional monitoring indicate that gas concentrations are sustained or stabilized below 25% of the LEL;  Begin continuous monitoring within the structure; and  Undertake an assessment to determine the origin and pathways of the gas migration.

Within seven days of detection above the regulatory limits, the monitoring results will be placed in the Operating Record and the County will indicate actions taken and actions proposed to resolve the problem. Within 60 days of detection, the County will develop and implement a landfill gas remediation plan for the combustible gas releases and notify the Division that the plan has been implemented. The plan will describe the nature and extent of the problem and the proposed remedy.

Hydrogen sulfide becomes dangerous to human health at concentrations well below the Lower Explosive Limit. The OSHA Personal Exposure Limit (PEL) for H2S is 10 ppm for 8-hours or 50 ppm peak exposure, and the NIOSH Immediately Dangerous to Life and Human Health (IDLH) limit for H2S is 100 ppm. North Carolina Solid Waste Management Regulations only require monitoring for explosive gas levels, not hazardous levels; however, we recommend voluntary monitoring for H2S in the potentially hazardous range. If H2S is detected at concentrations above 10 ppm in any gas probe or outdoor ambient air monitoring point, or above 2.5 ppm inside any structure, we recommend that the County be notified immediately and appropriate action will be taken to protect human health, similar to the actions described above.

6.0 CERTIFICATION OF PROFESSIONAL GEOLOGIST OR ENGINEER The landfill gas monitoring plan for this facility has been prepared by a qualified geologist or engineer who is licensed to practice in the State of North Carolina. The Certification of Professional Geologist or Engineer form is included as Appendix E.

7.0 CERTIFICATION OF REGISTERED LAND SURVEYOR All future landfill gas monitoring wells will be surveyed for location and elevation by a North Carolina Registered Land Surveyor.

8.0 REFERENCES Brown, Philip M., Chief Geologist, 1985, Geologic Map of North Carolina, The North Carolina Geologic Survey, scale 1:500,000.

Fetter, C.W., 2001, Applied Hydrogeology, Fourth Edition: Prentice-Hall, Inc.

Johnson, A.I., 1967, Specific Yield - Compilation of Specific Yields for Various Materials: U.S. Geological Survey Water Supply Paper 1662-D.

Landfill Gas Monitoring Plan Joyce Engineering Burke County, John’s River Landfill, Permit No. 12-03 February 2017 8

Joyce Engineering, Inc., June 2012. First Semiannual Groundwater Monitoring Report of 2012 John’s River Landfill, Burke County, North Carolina.

North Carolina Department of Environment and Natural Resources, 1990-2011, Solid Waste Management Regulations.

North Carolina Department of Environment and Natural Resources, November 2010, Landfill Gas Monitoring Guidance.

North Carolina Department of Environmental Quality, August 18, 2016, Permit 1203-CDLF- 2014, Burke County Johns River Waste Management Facility Design Hydro and Water Quality Plan Reviews for CDLF Expansion – Phases 2A and 4 Technical Review, DIN 26650.

United States Department of Labor, Occupational Health and Safety Commission, Standards – 29 CFR Part 1926, 1970, Occupational Health and Environmental Controls, 29 CFR 1926.55 Appendix A - 1970 American Conference of Governmental Industrial Hygienists' Threshold Limit Values of Airborne Contaminants, Threshold Limit Values of Airborne Contaminants for Construction, Hydrogen Sulfide.

Landfill Gas Monitoring Plan Joyce Engineering Burke County, John’s River Landfill, Permit No. 12-03 February 2017 9

DRAWING

PZ-26 BYNO APPCK

MW-7

PROTECTED AREA

PZ-10 PZ-25 MW-3 OIL BATTERIES

CARDBOARD BORROW AREA REVISIONS AND RECORD OF ISSUE

RECYCLE DROP OFF FACILITY LIMIT PZ-24 PZ-11 CARDBOARD NLE NLE WHITE GOODS TRANSFER GMP-13 STATION DATE SCALEHOUSE SHOOTING STREAM S-4 RANGE GMP-14

PZ-3 NLE

PROPOSED WASTE LIMIT MW-21 MULCH AND OFFICE AND PROPOSED YARD WASTE GARAGE MW-20 WASTE LIMIT GP-6 GMP-2 VB VB VB RWH

GP-5 GMP-3 GP-7 01/18/17 WHITE GOODS WETLAND W3 GMP-4 PZ-33 PZ-2S AB PZ-6 MULCH AND 2017 NLE PHASE 1A GP-8 Joyce Engineering, Inc. All rights reserved. PALLETS PZ-5 Ó DRAWN CHECKED APPROVED PZ-2D PZ-37 DESIGNED DATE FACILITY BOUNDARY / NLE AB PZ-32 PZ-40 PROPERTY LINE (TYP AB PHASE TBA WEST AND SOUTH EDGES) PZ-41 PHASE 5 2A TBA PZ-20 PHASE 1B CEMETERY MW-22D PZ-42 NLE PZ-30S TBA TBA PZ-30D MW-22S PHASE 4 PZ-31 TBA PZ-15 GP-3 TBA PHASE 8 NLE

GP-1 NC CORP LIC: C-0782 GP-2 PHONE: (336) 323-0092

MW-36 GREENSBORO, NC 27407 PZ-34 NLE 2211 W. MEADOWVIEW ROAD PHASE 2B GV-01 SMP-7 GP-4 STREAM S-2 PZ-23 GV-02 MW-38 STREAM S-3 NLE PZ-19 GV-03 EXISTING PHASE 6 100 YR FLOOD LIMIT WASTE LIMITS PZ-12 ELEV. 1005.0

GMP-5 GV-04 PHASE 3 PHASE 7

PZ-17 PZ-21 GMP-12 GV-05

GV-06 1036.73 PZ-27 1031.99 PZ-7

GV-07 PZ-14 PZ-18 PZ-13 WETLAND W1 NLE

STREAM S1 PREVIOUS LANDFILL PZ-9D DISPOSAL AREA WETLAND W2 GMP-6 PZ-9S (CURRENTLY BEING CLOSED) MW-13 GMP-11 EXISTING SEDIMENT BASIN LANDFILL GAS MONITORING PLAN

SMP-6 CEMETERY

JOHNS RIVER MW-10 GMP-10 ~ GV-03 GAS VENT BURKE COUNTY, NORTH CAROLINA GMP-7 GAS MONITORING POINT GMP-9 GMP-12 MW-12 PROTECTED AREA GP-4 GAS MONITORING PROBE (EXISTING)

MW-11 MW-16D JOHN'S RIVER WASTE MANAGEMENT FACILITY GMP-8 MW-16S GP-7 GAS MONITORING PROBE(PROPOSED)

TBA TO BE ABANDONED FOR CONSTRUCTION OF PHASES 2A AND 4 PROJECT NO. SMP-5 GMP-7A PZ-12 PIEZOMETER 277 MW-12 MONITORING WELL MW-19 MW-18 CATAWBA RIVER (LAKE RHODHISS) SCALE SMP-6 SURFACE WATER SAMPLING POINT AS SHOWN

GRAPHIC SCALE DRAWING NO. AB = ABANDONED 0 100 200 400 NLE = NO LONGER EXISTING (PRESUMED DESTROYED) LGMP-01

(FEET) L:\Burke County\2017-PROJECT-LGMP U PDATE\LGMP-01 GAS MONITORING PLAN.dwg Layout=Layout1

APPENDIX A

Landfill Gas Monitoring Well Detail

APPENDIX B

Solid Waste Section – Landfill Gas Monitoring Guidance

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¤ ¢ £ ¥ - ¢ 9 ¤ ¢ £ + ¦ ¦ $ ¦ £ ¤ § ¢ 9 ¢ ¢ - ¢ ¥ § ¤ ¦ - ¢ , ¦ 9 § - 3 - ¥ ¦ ¦ ¥ £ $ ¦ £ ¢ ¢

6 ¢ 3 $ ¥ 3 9 + ¢ ¢ $ $ ¢ : £ - ¦ ¦ £ ¢ ¦ ¢ - ¢ ' ¤ ¢ ¥ ¢ ¦ 9 ¢ ¤ ¦ ¢ £ ¦ ' $ ¦ ¢ F ¦ 9 ¢ 6 ¢ :

9 + ¢ § £ ¦ § ¥ ¤ ¥ ¦ § - ¢ £ ¦ ' ¢ 6 ¦ - ¢ : ' ¦ ¤ ¦ § ¥ £ ' ¤ ¤ ¢ 9 ¥ ¢ £ ¦ ' $ ¦ ¢ G + ¢ ¢ £ ¦ ' $ ¦ ¥ ¤ ¥ ¦ § $ ¦ £ ¢

¤ 3 $ ¥ £ 3 ¦ ¢ ¤ + ¦ + ¢ 6 ¢ ¤ ¢ ¤ + ¤ ¢ $ ¢ § ¦ § £ ¦ § ¥ ¤ ¥ ¦ § £ + $ F : ¤ ¢ ' $ ¢ ¤ ¢ : § ' ¦ ¥ ¤ ¢

£ ¦ § ¤ ¢ § ¤ G + ¢ ¥ § ¤ ¢ ¢ ¤ ¥ § ¤ + ¢ $ ¦ £ ¤ ¥ ¦ § ¦ ' ¢ ¤ + § ¢ § ¤ + ¦ + ¤ + ¢ ¤ ¢ ¦ $ ¦ £ ¤ ¥ ¦ § ' 3

6 3 : ' ¦ ¤ § ¥ $ ¦ £ ¢ ' ¢ ¤ + § ¢

H = D E I J K K L = M L N D N A = O J B D

§ ¥ ¥ § ¤ - 3 $ ¦ £ ¤ ¦ ¤ + ¢ § ¢ ¦ - ¥ £ ¢ £ ¦ ' $ ¦ ¥ ¤ ¥ ¦ § ¦ ¦ § ¥ £ 9 ¤ ¢ ¥ § § ¥ G + ¢

£ ¦ ' $ ¦ ¥ ¤ ¥ ¦ § : 2 § ¤ ¥ ¤ 3 § ¤ ¢ ¦ § ¥ ¢ § ¢ ¤ ¥ ¦ § ¢ ¢ $ ¢ § ¢ § ¤ ¦ § ¤ + ¢ ¤ 3 $ ¢ ¦ 9 ¤ ¢ ¤ + ¤ ¢

¢ £ ¦ ' $ ¦ ¥ § § ¤ + ¢ ¢ 6 ¢ ¦ ' ¥ £ ¦ - ¥ £ ¤ ¥ 6 ¥ ¤ 3 9 ¥ ¤ + ¥ § ¤ + ¢ 9 ¤ ¢ G + ¢ ¢ £ ¦ ' $ ¦ ¥ ¤ ¥ ¦ § ¦ - ¥ ¦ ¢ - ¢

9 ¤ ¢ - ¢ ¥ § 9 ¥ ¤ + ¢ ¦ - ¥ £ ¢ £ ¦ ' $ ¦ ¥ ¤ ¥ ¦ § 9 + ¥ £ + ¤ § ¤ ¥ ¤ + ¢ ¦ # 3 ¢ § ¥ § ¤ + ¢ § ¥ ¥ ¢ $ ¢ ¤ ¢ G + ¢

§ ¢ ¦ - ¥ £ $ + ¢ ¤ + ¢ § - ¢ ¥ § : ¢ ¤ ¥ § ¥ § § ¥ $ ¦ £ ¤ ¥ ¦ §

G + ¢ ¢ ¢ ¦ ¤ ¢ ¦ § ¥ £ ¦ ' $ ¦ ¥ ¤ ¥ ¦ § P ¤ + ¢ ¥ ¤ ¤ ¢ ¥ £ + £ ¤ ¢ ¥ ; ¢ - 3 ¢ ¢ 6 ¤ ¢ § ¥ ¤ ¦ ¢ §

¢ 6 ¢ § ¦ £ £ 9 + ¢ § ¤ + ¢ § ¥ ¥ § ¢ 9 G + ¢ ¢ £ ¦ § ¤ ¢ ¥ £ + £ ¤ ¢ ¥ ; ¢ - 3 ¢ ¢ 6 ¤ ¢ £ - ¦ § ¥ ¦ # ¥ ¢

¢ 6 ¢ § ¦ £ £ ¦ ¢ ¤ ¥ 6 ¢ 3 + ¦ ¤ $ ¢ ¥ ¦ ¦ ¤ ¥ ' ¢ ¤ ¢ ¤ + ¢ ¥ § ¥ ¤ ¥ ¤ ¢ ¥ £ ¦ ' $ ¢ ¤ ¢ G + ¢ ¤ + ¥ §

¦ ¤ + ¤ ¢ ¢ £ + £ ¤ ¢ ¥ ; ¢ - 3 ¢ ¢ 6 ¤ ¢ ' ¢ ¤ + § ¢ £ ¦ § £ ¢ § ¤ ¤ ¥ ¦ § § ¢ $ ¢ ¢ § ¤ ¤ + ¢ £ ¤ ¥ 6 ¢ ¥ ¢ ¦

§ ¥ § ¤ + ¢ $ ¦ ¤ £ ¦ ¢ ¤ ¥ ' ¢ ' ¢

§ ¥ ¥ ¢ § ¢ 3 £ ¦ ' $ ¦ ¢ ¦ Q R ' ¢ ¤ + § ¢ 4 F ! 5 S ! Q R £ - ¦ § ¥ ¦ # ¥ ¢ 4 * 5 S ¢ ¤ + §

R § ¥ ¤ ¦ ¢ § 4 5 S § ¢ ¤ + § ¨ R § ¦ § ' ¢ ¤ + § ¢ ¦ § ¥ £ £ ¦ ' $ ¦ § G + ¢ ¢ ¥ § ¥ 6 ¥ ¢ ¢ § ¢ 3

¢ ' ¥ § £ ¦ ' ¥ § ¢ § ¦ § ¦ ¤ § ¤ 3 ¢ $ ¤ ¢ G + ¢ ¡ ¦ ¥ ¤ ¢ ¡ ¢ £ ¤ ¥ ¦ § 4 ¡ ¡ 5 ¢ ¤ 3 $ ¥ £ 3 ¦ £

¦ § ' ¢ ¤ + § ¢ 4 F ! 5 § ¥ ¤ ¢ # $ ¦ ¥ 6 ¢ $ ¦ $ ¢ ¤ ¥ ¢ ¢ ¤ ¦ $ - ¥ £ ¢ ¤ 3 ¥ ¢ F 3 ¦ ¢ § ¥ ¢ 4 F ¡ 5 ¥

¦ ¦ $ ¤ ¥ £ £ ¦ § £ ¢ § ¥ § § ¥ § ¥ ¤ 3 $ ¥ £ 3 ¢ £ ¦ § ¥ ; ¢ - 3 ¥ ¤ ¦ ¤ ¤ ¢ § ¢ ¦ ¦ F ¡ ¥

¥ ' ' ¢ ¥ ¤ ¢ 3 § ¢ ¦ ¤ ¦ ¥ ¢ § + ¢ ¤ + ¤ £ ¦ § £ ¢ § ¤ ¤ ¥ ¦ § ¦ ¨ Q Q $ ¤ $ ¢ ' ¥ ¥ ¦ § 4 $ $ ' 5

H = D E I J K K L = M T J @ A = O J B D

G + ¢ $ ¦ £ ¤ ¥ ¦ § ¦ § ¥ £ ¢ ¤ ¢ $ ¦ ¥ ¤ ¥ 6 ¢ $ ¢ ¢ 9 ¥ ¤ + ¥ § ¤ + ¢ § ¥ ¤ + ¤ ¦ £ ¢ ¤ + ¢ ¤ ¦ ' ¥ ¤ ¢

§ ¥ ' ¥ ¤ ¢ ¦ ' $ £ ¢ ¤ ¦ $ £ ¢ - 3 ¥ ¥ ¦ § § $ ¢ ¢ ¥ ¢ § ¤ § 9 ¥ ¦ ¦ 9 ¤ + ¢ $ ¤ + ¦

¢ ¤ ¢ ¥ ¤ § £ ¢ ¡ - £ ¢ ¤ 3 $ ¥ £ 3 ' ¥ ¤ ¢ - ¦ 6 ¢ ¤ + ¢ ¦ § 9 ¤ ¢ ¤ - ¢ § ¥ ¢ ¤ ¥ £ ¤ ¢ ¤ ¢ 3

- 3 ¤ ¢ ' ¦ ¦ ¦ ¥ 3 ¥ § - ¦ 6 ¢ ¤ + ¢ - ¢ ¦ £ , £ § ¢ 6 ¢ $ ¤ + 9 3 ¤ ¦ ¤ § ' ¥ ¤ ¢ 6 ¦ ' ¢ ¦

§ ¢ ¦ § ¦ ¥ ¤ ¢ ' ¥ ¤ ¥ ¦ § ¥ £ ¦ ' ' ¦ § § £ § - ¢ £ ¥ ¥ ¤ ¤ ¢ - 3 ¤ + ¢ $ ¢ ¢ § £ ¢ ¦ $ ¥ $ ¢ ¥ § ¢ : - ¥ ¢

¤ ¥ ¥ ¤ 3 £ ¦ ¥ ¦ ¦ ¤ ¢ § £ + ¢ ¦ £ ¤ ¢ 9 ¥ ¤ + ¥ § ¦ V £ ¢ § ¤ ¤ ¦ ¤ + ¢ § ¥ - ¦ § ¥ ¢ ¦ 6 ¢ ' ¢ § ¤ ¢ $ ¢ § ¦ §

¦ ¥ ¤ 3 $ ¢ § ' ¦ ¥ ¤ ¢ : § ' ¥ ¤ ¥ ¦ § ¥ ¤ § £ ¢ ¦ ¨ : Q Q ¢ ¢ ¤ + 6 ¢ - ¢ ¢ § ¦ - ¢ 6 ¢ 1 ¦ ' ¢ ¤ ¥ £ $ ¢ ¢

¦ ¥ § ¢ § £ ¢ ' ¦ 6 ¢ ' ¢ § ¤ ¥ § - ¦ ' ¢ ¤ ¥ £ $ ¢ ¢ ¦ 9 ' ¢ ¤ + § ¢ ¤ ¦ ' ¥ ¤ ¢ ¦ ¤ ¦ ¤ + ¢ § ¥ §

¥ § ¤ ¦ ¦ § ¥ § ¢

£ ¤ ¦ ¤ + ¤ ¢ £ ¤ § ¥ ¢ § ¢ ¤ ¥ ¦ § § ' ¥ ¤ ¥ ¦ § ¤ + ¦ + ¤ + ¢ - £ ¢ ¥ § £ ¢ ¤ + ¢ ¦ ¦ 9 ¥ § P

X = M O N Y B Z [ B M J O J B D

G + ¢ $ ¦ £ ¤ ¥ ¦ § ¦ § ¥ ¥ ¥ ¢ £ ¤ 3 ¢ ¤ ¢ ¤ ¦ ¤ + ¢ ' ¦ § ¤ ¦ ¦ § ¥ £ ' ¤ ¤ ¢ $ ¢ ¢ § ¤ ¥ § 9 ¤ ¢ G + ¢

- £ ¤ ¢ ¥ ¤ + ¤ - ¢ , ¦ 9 § ¤ + ¢ 9 ¤ ¢ ¢ 2 ¥ ¢ ' ' ¦ § ¤ ¦ $ ¢ £ ¥ ¥ £ ' ¥ § ¢ £ + £ £ ¥ ' : $ ¦ ¤ ¥ ' :

' § ¢ ¥ ' § ¦ ¤ + ¢ ' ¥ £ ¦ § ¤ ¥ ¢ § ¤ 1 £ ¤ ¢ ¥ ¢ - ¢ ¤ ¦ ¤ + ¥ 6 ¢ § $ ¦ £ ¢ § ¥ ¥ ¤ + ¢

' ¥ § ¢ \ ' ¥ £ ¦ § ¤ ¥ ¢ § ¤ ¢ $ ¢ ¢ § ¤ ¤ + ¢ ' ¥ § ¢ \ ' ¥ £ ¦ § ¤ ¥ ¢ § ¤ ¢ § ¦ ¤ $ ¢ ¢ § ¤ ¦ ¥ - ¤ § £ ¢ ¤ + ¤

¥ § + ¥ - ¥ ¤ - £ ¤ ¢ ¥ ¦ 9 ¤ + ¢ # ¥ ¤ : § ¥ $ ¦ £ ¤ ¥ ¦ § 9 ¥ ¦ £ £ ¤ ¢ £ ¢ ¤ ¢ ¡ ¦ ' ¢ ¦ ' ¦ ¦ § ¥ £

' ¤ ¤ ¢ £ + £ ¢ ¦ ¢ - ¢ , ¦ 9 § 2 ¥ £ , 3 9 + ¢ ¢ ' ¤ ¤ ¢ £ + ¥ § ¥ § - ¢ , ¦ 9 § ' ¦ ¢ ¦ 9 3

G + ¢ ¤ ¢ ¤ 9 + ¥ £ + § ¥ ¥ $ ¦ £ ¢ ¢ $ ¢ § ¦ § ¤ + ¢ $ ¦ $ ¦ ¤ ¥ ¦ § ¦ ¢ £ + ¤ 3 $ ¢ ¦ ¦ § ¥ £ ' ¤ ¤ ¢

$ ¢ ¢ § ¤ ¥ § ¤ + ¢ 9 ¤ ¢

T B J M O C A N Y B D O N D O

§ ¥ 9 ¥ ¤ + + ¥ + ¢ ' ¦ ¥ ¤ ¢ £ ¦ § ¤ ¢ § ¤ ¢ § ¢ ¤ ¢ + ¥ + ¢ £ ¦ § £ ¢ § ¤ ¤ ¥ ¦ § ¦ § ¥ ¥ § ¢ ¥ ¢ ¤ ¢ ¦

¢ 6 ¢ ¦ $ ' ¢ § ¤ 4 £ + ¥ § ¢ £ + ¤ ¢ ¢ £ ¥ £ ¤ ¥ ¦ § 5 ¦ ¥ ¤ ¢ £ £ ¢ ¢ ¤ ¢ ¤ + ¢ ' ¢ ¤ + § ¦ ¢ § ¥ £ $ ¦ £ ¢

] N Z [ N A = O C A N

§ ¥ - £ ¤ ¢ ¥ ¢ ¤ ¢ ' $ ¢ ¤ ¢ ¢ $ ¢ § § ¤ G + ¢ 3 ¢ - ¢ ¤ ¦ 6 ¥ 6 ¢ § § £ ¤ ¥ ¦ § - ¢ ¦ 9 ¤ + ¢ ¢ ¢ ; ¥ §

$ ¦ ¥ § ¤ : - ¤ ¤ + ¢ 3 ¦ § £ ¤ ¥ ¦ § 9 ¢ ¤ ¤ ¢ ' $ ¢ ¤ ¢ $ ¤ ¦ & ^ 0 § ¢ ¦ - ¥ £ - £ ¤ ¢ ¥ $ ¦ £ ¢ ' ' ¦ § ¤

¦ + ¢ ¤ § ' 3 § ¦ ¤ - ¢ - ¢ ¤ ¦ ' ¥ § ¤ ¥ § ¤ + ¢ ¤ ¢ ' $ ¢ ¤ ¢ ¦ + ¦ 9 § ¥ 9 + ¢ § ¢ # ¤ ¢ § ¤ ¢ ' $ ¢ ¤ ¢

¢ £ ¢ ¢ : ¦ ¢ § ¢ ¤ ¥ ¦ § ' 3 ¢ # + ¥ - ¥ ¤ ¢ ¦ § 6 ¥ ¤ ¥ ¦ § ¡ ¤ ¤ ¢ § ¥ ' 3 § ¦ ¤ £ + ¥ ¢ 6 ¢ ¥ ¢

¤ ¢ ' $ ¢ ¤ ¢ - ¢ £ ¢ ¤ + ¢ - £ ¤ ¢ ¥ ¦ § ¦ ¤ ¢ § ¢ ¤ ¢ ¥ £ ¥ ¢ § ¤ + ¢ ¤ ¤ ¦ ¥ ¢ ¤ + ¢ ¤ ¢ ' $ ¢ ¤ ¢ ¦ ¤ + ¢ ¢ # £ ¢

9 ¤ ¢ F ¥ + ¢ ¤ ¢ ' $ ¢ ¤ ¢ $ ¦ ' ¦ ¤ ¢ 6 ¦ ¤ ¥ ¥ ; ¤ ¥ ¦ § § £ + ¢ ' ¥ £ ¢ £ ¤ ¥ ¦ § 9 ¥ ¤ + ¤ + ¢ 9 ¤ ¢ ¦ ¤ + ¢ ¤ £ ¢

£ ¦ ' $ ¦ § ¢ § ¤ ¦ § ¥ ¤ ¢ § ¤ ¦ ¥ § £ ¢ ¢ 9 ¥ ¤ + + ¥ + ¢ § ¥ ¤ ¢ ' $ ¢ ¤ ¢

@ N B I H = D E I J K K

G 3 $ ¥ £ 3 : § ¥ + 6 ¢ § ¥ § £ ¢ ¥ § ¢ § ¢ ¤ ¥ ¦ § ¦ § ¥ ¦ § ' - ¢ ¦ 3 ¢ § ¤ ¥ £ ¦ ¢ ¤

9 + ¥ £ + ¤ ¥ ' ¢ § ¥ ¢ § ¢ ¤ ¥ ¦ § ¢ £ + ¢ $ ¢ , § - ¢ ¥ § ¤ ¦ - ¥ ¢ 0 § ¢ 6 ¤ ¥ ¦ § ¦ ¤ + ¢ ¢ ¦ ¤ + ¢

§ ¥ § ¢ ¦ § ¥ ¢ § ¢ ¤ ¥ ¦ § £ 6 ¢ £ § - ¢ + ¢ $ ¥ § ¢ ¤ ¢ ' ¥ § ¥ § ¤ + ¢ ¥ , ¢ ¥ + ¦ ¦ ¦

¥ § ¥ ¥ £ § ¤ § ¥ £ ¦ § £ ¢ § ¤ ¤ ¥ ¦ § ¦ ' ¤ + ¢ § ¥

H = D E I J K K Y = [

G + ¢ ¤ 3 $ ¢ ¦ $ ¢ ¢ § £ ¢ ¦ § ¥ £ ¦ 6 ¢ £ § ¥ § ¢ § £ ¢ § ¥ ¢ § ¢ ¤ ¥ ¦ § § ' ¥ ¤ ¥ ¦ § 0 ¤ + ¦ + ¦ 9

$ ¢ ' ¢ - ¥ ¥ ¤ 3 £ $ 9 ¥ ¢ £ ¢ ' ¦ ¥ ¤ ¢ § § ¥ ¢ § ¢ ¤ ¥ ¦ § ¦ 6 ¢ ¤ + ¢ ¦ § ¢ ¤ ¢ ' : ¥ § ¥ ¤ ¥ 3 : ¤ + ¢

¥ § ¤ ¤ ¥ ¦ § ¦ § ¥ £ $ £ ¦ ¥ 6 ¢ § ¥ ' ¥ ¤ ¥ ¦ § ¤ + ¢ ¦ ' ¤ + ¢ § ¥ ¥ § ¤ + ¢ - £ ¢

9 ¥ ¤ + ¦ ¤ $ ¦ $ ¢ 6 ¢ § ¤ ¥ ¤ ¥ ¦ § 4 ¢ ¥ ¤ + ¢ $ ¥ 6 ¢ ¦ £ ¤ ¥ 6 ¢ 5 G + ¥ ¥ ¢ $ ¢ £ ¥ 3 ¤ ¢ ¥ § ¤ + ¢ £ ¢ ¦ § ¥ § ¢

4 § 6 ¢ § ¤ ¢ 5 § ¥

X = O N A ] = ` K N

§ ¥ ' ¦ 6 ¢ ' ¢ § ¤ ¥ § § ¥ § ¢ § ¥ ' 3 - ¢ ¥ § ¢ § £ ¢ - 3 ¦ § 9 ¤ ¢ ¤ - ¢ 6 ¥ ¤ ¥ ¦ § 0 ¥ ¥ §

9 ¤ ¢ ¤ - ¢ £ ¦ £ ¢ ¥ $ £ ¢ ' ¢ § ¤ § ¦ £ ¢ $ 9 ' ¦ 6 ¢ ' ¢ § ¤ ¦ § ¥

T = D b Z = E N = D E c = O C A = K Y B D E C J O M

¡ ¤ £ ¤ ¢ £ + ¥ § : ¤ ¢ § £ + ¢ : § - ¥ ¢ ¤ ¥ ¥ ¤ 3 £ ¦ ¥ ¦ £ § £ ¤ £ ¦ § ¥ ¤ ¦ § ¥

' ¥ ¤ ¥ ¦ § ¢ ¦ ¦ ¥ £ ¢ ¤ ¢ ¥ § £ ¥ § £ ¤ ¢ - ¢ ¦ £ , : $ ¦ ¦ ¦ ¥ : § $ ¢ ' ¢ - ¢ ¤ ¤ ¦ $ ¦ 6 ¥ ¢

£ ¦ § ¥ ¤ ¦ § ¥ ' ¥ ¤ ¥ ¦ §

H = D E I J K K H J D N A Y B D E J O J B D M

G + ¢ $ ¢ ¢ § £ ¢ ¦ ¡ - ¤ ¥ ¤ ¢ 8 4 ¦ ¢ 2 ¥ 6 ¢ § ¤ 5 § ¥ ¥ § ¢ + ¤ + ¢ £ $ - ¥ ¥ ¤ 3 ¤ ¦ ¥ ' ¥ ¤ ¤ + ¢ ¤ ¢ ' ¥ ¤ ¥ ¦ §

¦ § ¥ ¥ § ¤ + ¢ - £ ¢ § ¥ § ¢ § ¥ + 6 ¢ § ¦ - ¥ ¢ ¤ ¦ $ ¢ 6 ¢ § ¤ ¤ ¢ § ¥ ' ¥ ¤ ¥ ¦ §

¥ § ¤ + ¢ - £ ¢

X N = O d N A Y B D E J O J B D M

1 ¦ ' ¢ ¤ ¥ £ $ ¢ ¢ § $ ¢ £ ¥ $ ¥ ¤ ¤ ¥ ¦ § + 6 ¢ ¥ § ¥ ¥ £ § ¤ ¢ ¢ £ ¤ ¦ § § ¥ ' ¥ ¤ ¥ ¦ § § £ ¢ ¢

- ¦ ' ¢ ¤ ¥ £ $ ¢ ¢ 3 ¥ ¢ ¢ £ ¢ ¢ § ¥ 6 ¢ § ¤ ¥ § ¦ ' ¤ + ¢ - £ ¢ : § ¤ ¥ ¤ + ¢ $ ¢ ¢ 9 ¥ ¤ + ¥ § ¤ + ¢

- £ ¢ ¥ ¢ ¤ ¢ ¤ + § ¤ + ¢ ¤ ' ¦ $ + ¢ ¥ £ 4 - ¦ ' ¢ ¤ ¥ £ 5 $ ¢ ¢ ¦ § 6 ¢ ¢ 3 : ¤ + ¢ - ¦ ' ¢ ¤ ¥ £ $ ¢ ¢

¢ £ ¢ ¢ : ¤ + ¢ § ¥ 9 ¥ 6 ¢ § ¤ ¤ + ¢ ¤ ¦ ¢ § ¤ ¥ $ ¢ ¢ ¢ 2 ¥ ¥ - ¥ ' ¥ ¢ £ + ¢ $ $ ¥ § ¦ § ¥

£ § ¥ § ¢ § £ ¢ ¤ + ¢ ¢ ¢ £ ¤ ¦ - ¦ ' ¢ ¤ ¥ £ $ ¢ ¢ ¦ § § ¥ ' ¥ ¤ ¥ ¦ § ¢ § ¢ 3 : ' ¦ ¢ $ ¢ ' ¢ - ¢

§ ¥ £ $ 9 ¥ ¦ 9 ¢ ¤ ¢ ¥ § ¢ § £ ¢ - 3 - ¦ ' ¢ ¤ ¥ £ $ ¢ ¢ ¤ + § ¢ $ ¢ ' ¢ - ¢ § ¥ £ $

+ ¤ ¤ $ P \ \ $ ¦ ¤ § £ ¢ § ¦ \ 9 ¢ - \ 9 ' \ 9 \ ¢

f g h i j k l m n m o g p q r s t r t p u v w x i g y z

p q r s t r t p u v

p p z } ~ s s

{ | |

Q ¨ Q ¨ 4 ¨ ! 5 " # $ ¦ ¥ 6 ¢ ' ¢ § ¢ ¤ + § ¢ 4 F ! 5

Q ¨ Q ¨ 4 5 ¦ 9 ¢ ¢ # $ ¦ ¥ 6 ¢ ¥ ' ¥ ¤ 4 " 5 ' ¢ § ¤ + ¢ ¦ 9 ¢ ¤ $ ¢ £ ¢ § ¤ - 3 6 ¦ ' ¢ ¦ ' ¥ # ¤ ¢ ¦ ¢ # $ ¦ ¥ 6 ¢

¢ 9 + ¥ £ + 9 ¥ $ ¦ $ ¤ ¢ ' ¢ ¥ § ¥ ¤ ¢ ¢ ¢ ¢ ¥ § ¤ ' ¦ $ + ¢ ¥ £ $ ¢ ¢

q u z s r s } } ~ s ~ ~ ~ s } r r t ~

{ | |

Q Q 4 5 0 ¥ ¤ ¢ + ' ¢ ¢ ¤ ¤ + ¢ ¦ ¦ 9 ¥ § ¢ ¥ § ¢ 2 ¥ ¢ ' ¢ § ¤ P

4 5 G + ¢ £ ¦ § £ ¢ § ¤ ¤ ¥ ¦ § ¦ ¢ # $ ¦ ¥ 6 ¢ ¢ ¢ § ¢ ¤ ¢ - 3 ¤ + ¢ ¥ ¤ ¢ + § ¦ ¤ ¢ # £ ¢ ¢ P

4 ¥ 5 ¤ 9 ¢ § ¤ 3 ¥ 6 ¢ $ ¢ £ ¢ § ¤ ¦ ¤ + ¢ ¥ ' ¥ ¤ ¦ ¤ + ¢ ¢ ¥ § ¥ ¤ ¢ ¤ £ ¤ ¢ 4 ¢ # £ ¥ § £ ¦ § ¤ ¦ ¦

¢ £ ¦ 6 ¢ 3 3 ¤ ¢ ' £ ¦ ' $ ¦ § ¢ § ¤ 5 S §

4 ¥ ¥ 5 ¤ + ¢ ¦ 9 ¢ ¢ # $ ¦ ¥ 6 ¢ ¥ ' ¥ ¤ ¦ ¤ + ¢ ¢ ¤ ¤ + ¢ $ ¦ $ ¢ ¤ 3 - ¦ § 3 S

q u z t ~ r s } z t ~ ~ ~ ~ s t } r t ~

{ |

Q ! 4 ¢ 5 ¦ ¤ £ ¦ ¢ £ ¥ ¤ ¢ ¥

4 ¨ 5 ¦ ¦ 9 ¥ § £ ¦ ¢ ¦ ¢ £ + 7 8 § ¥ ¤ : ¤ + ¢ ¦ 9 § ¢ § ¦ $ ¢ ¤ ¦ ' ¤ £ ¦ § £ ¤ $ ¦ ¤ £ ¦ ¢

£ ¢ ¦ ¤ £ ¦ ¢ £ ¢ ' ¤ - ¢ £ ¦ § £ ¤ ¢ ¦ Q 3 ¢ : ¢ # £ ¢ $ ¤ $ ¦ 6 ¥ ¢ § ¢ ¡ - $ $ + 4 5

¦ ¤ + ¥ $ + : § £ ¦ § ¥ ¤ ¦ ¤ ¢ ¤ ¤ + ¢ ¦ ¦ 9 ¥ § P

4 5 ' ¥ § ¤ ¥ § ¥ § § ¦ $ ¢ ¤ ¥ § ¤ + ¢ ' ¦ § ¥ ¤ ¦ ¥ § 3 ¤ ¢ ' ¥ § £ £ ¦ § £ ¢ 9 ¥ ¤ + ¤ + ¢

¢ 2 ¥ ¢ ' ¢ § ¤ ¦ ¢ Q ! ! ¦ ¤ + ¥ ¡ ¢ £ ¤ ¥ ¦ § S §

4 5 G + ¢ ¢ § ¤ + ¦ ¤ + ¢ $ ¦ ¤ £ ¦ ¢ £ ¢ $ ¢ ¥ ¦ ' 3 - ¢ P

4 0 5 ¢ £ ¢ ¢ - 3 ¤ + ¢ 8 ¥ 6 ¥ ¥ ¦ § ¥ ¤ + ¢ ¦ 9 § ¢ ¦ ¦ $ ¢ ¤ ¦ ¢ ' ¦ § ¤ ¤ ¢ ¤ + ¤

¤ + ¢ ¢ £ ¢ $ ¢ ¥ ¦ ¥ ¥ £ ¥ ¢ § ¤ ¤ ¦ $ ¦ ¤ ¢ £ ¤ + ' § + ¢ ¤ + § ¤ + ¢ ¢ § 6 ¥ ¦ § ' ¢ § ¤ § ¤ + ¥

¢ ' ¦ § ¤ ¤ ¥ ¦ § ¥ $ $ ¦ 6 ¢ - 3 ¤ + ¢ 8 ¥ 6 ¥ ¥ ¦ § S ¦

4 1 5 ¥ § £ ¢ ¢ - 3 ¤ + ¢ 8 ¥ 6 ¥ ¥ ¦ § ¥ ¤ + ¢ 8 ¥ 6 ¥ ¥ ¦ § ¢ ¤ ¢ ' ¥ § ¢ ¤ + ¤ ¤ + ¢ ¢ § ¤ + ¢ § ¢ $ ¢ ¥ ¦ ¥

§ ¢ £ ¢ 3 ¤ ¦ $ ¦ ¤ ¢ £ ¤ + ' § + ¢ ¤ + § ¤ + ¢ ¢ § 6 ¥ ¦ § ' ¢ § ¤

q z s s r s r s } ~ ~ ~ s t } r t ~

{ |

Q ! ! 4 5 ¦ § ¤ ¦ §

4 ¨ 5 * 9 § ¢ § ¦ $ ¢ ¤ ¦ ¦ 7 8 § ¥ ¤ ' ¤ ¢ § ¢ ¤ + ¤ P

4 0 5 ¤ + ¢ £ ¦ § £ ¢ § ¤ ¤ ¥ ¦ § ¦ ' ¢ ¤ + § ¢ ¦ ¦ ¤ + ¢ ¢ # $ ¦ ¥ 6 ¢ ¢ ¢ § ¢ ¤ ¢ - 3 ¤ + ¢ £ ¥ ¥ ¤ 3

¦ ¢ § ¦ ¤ ¢ # £ ¢ ¢ $ ¢ £ ¢ § ¤ ¦ ¤ + ¢ ¦ 9 ¢ ¢ # $ ¦ ¥ 6 ¢ ¥ ' ¥ ¤ ¥ § ¦ § ¥ ¤ ¢ £ ¥ ¥ ¤ 3 ¤ £ ¤ ¢

4 ¢ # £ ¥ § £ ¦ § ¤ ¦ ¦ ¢ £ ¦ 6 ¢ 3 3 ¤ ¢ ' £ ¦ ' $ ¦ § ¢ § ¤ 5 S

4 1 5 ¤ + ¢ £ ¦ § £ ¢ § ¤ ¤ ¥ ¦ § ¦ ' ¢ ¤ + § ¢ ¦ ¦ ¤ + ¢ ¢ # $ ¦ ¥ 6 ¢ ¢ ¦ ¢ § ¦ ¤ ¢ # £ ¢ ¢ ¤ + ¢ ¦ 9 ¢

¢ # $ ¦ ¥ 6 ¢ ¥ ' ¥ ¤ ¦ ' ¢ ¤ + § ¢ ¦ ¦ ¤ + ¢ ¢ # $ ¦ ¥ 6 ¢ ¢ ¤ ¤ + ¢ £ ¥ ¥ ¤ 3 $ ¦ $ ¢ ¤ 3 - ¦ § 3 S §

4 5 ¤ + ¢ £ ¥ ¥ ¤ 3 ¦ ¢ § ¦ ¤ ¢ ¢ ¢ ' ¢ ¤ + § ¢ ¦ ¦ ¤ + ¢ ¢ # $ ¦ ¥ 6 ¢ ¢ ¥ § § 3 £ ¦ § £ ¢ § ¤ ¤ ¥ ¦ §

¤ + ¤ £ § - ¢ ¢ ¤ ¢ £ ¤ ¢ ¥ § ¦ ¥ ¤ ¢ ¤ £ ¤ ¢

4 5 * 9 § ¢ § ¦ $ ¢ ¤ ¦ ¦ 7 8 § ¥ ¤ ' ¤ ¥ ' $ ¢ ' ¢ § ¤ ¦ ¤ ¥ § ¢ ' ¢ ¤ + § ¢ ' ¦ § ¥ ¤ ¦ ¥ §

$ ¦ ' ¤ ¦ ¢ § ¢ ¤ + ¤ ¤ + ¢ ¤ § ¦ ¤ + ¥ $ + ¢ ' ¢ ¤

4 0 5 G + ¢ ¤ 3 $ ¢ ¦ ' ¦ § ¥ ¤ ¦ ¥ § ' ¤ - ¢ ¢ ¤ ¢ ' ¥ § ¢ - ¢ ¦ § ¦ ¥ £ ¦ § ¥ ¤ ¥ ¦ § : ¤ + ¢

F 3 ¦ ¢ ¦ ¦ ¥ £ £ ¦ § ¥ ¤ ¥ ¦ § § ¢ § ¦ § ¥ § ¤ + ¢ £ ¥ ¥ ¤ 3 : + 3 ¥ £ £ ¦ § ¥ ¤ ¥ ¦ § ¦ § §

¦ § ¥ § ¤ + ¢ £ ¥ ¥ ¤ 3 : ¤ + ¢ ¦ £ ¤ ¥ ¦ § ¦ £ ¥ ¥ ¤ 3 ¤ £ ¤ ¢ § $ ¦ $ ¢ ¤ 3 - ¦ § ¥ ¢ : § ¤ + ¢

¦ £ ¤ ¥ ¦ § ¦ ¦ ¥ ¤ ¢ ¤ £ ¤ ¢ V £ ¢ § ¤ ¤ ¦ $ ¦ $ ¢ ¤ 3 - ¦ § ¥ ¢

4 1 5 G + ¢ ¢ 2 ¢ § £ 3 ¦ ' ¦ § ¥ ¤ ¦ ¥ § + - ¢ 2 ¤ ¢ 3 ¦ $ $ ¦ 6 ¢ - 3 ¤ + ¢ 8 ¥ 6 ¥ ¥ ¦ §

4 5 ' ¢ ¤ + § ¢ ¦ ¢ # $ ¦ ¥ 6 ¢ ¢ 6 ¢ ¢ # £ ¢ ¢ ¥ § ¤ + ¢ ¥ ' ¥ ¤ $ ¢ £ ¥ ¥ ¢ ¥ § ¡ - $ $ + 4 5 4 ¨ 5 ¦ ¤ + ¥

¢ ¢ ¢ ¤ ¢ £ ¤ ¢ : ¤ + ¢ ¦ 9 § ¢ § ¦ $ ¢ ¤ ¦ ' ¤ P

4 0 5 ¥ ' ' ¢ ¥ ¤ ¢ 3 ¤ , ¢ ¤ ¢ $ § ¢ £ ¢ 3 ¤ ¦ ¢ § ¢ $ ¦ ¤ ¢ £ ¤ ¥ ¦ § ¦ + ' § + ¢ ¤ + § § ¦ ¤ ¥ 3

¤ + ¢ 8 ¥ 6 ¥ ¥ ¦ § S

4 1 5 9 ¥ ¤ + ¥ § ¢ 6 ¢ § 3 ¦ ¢ ¤ ¢ £ ¤ ¥ ¦ § : $ £ ¢ ¥ § ¤ + ¢ ¦ $ ¢ ¤ ¥ § ¢ £ ¦ ¤ + ¢ ' ¢ ¤ + § ¢ ¦ ¢ # $ ¦ ¥ 6 ¢

¢ 6 ¢ ¢ ¤ ¢ £ ¤ ¢ § ¢ £ ¥ $ ¤ ¥ ¦ § ¦ ¤ + ¢ ¤ ¢ $ ¤ , ¢ § ¤ ¦ $ ¦ ¤ ¢ £ ¤ + ' § + ¢ ¤ + S §

4 5 9 ¥ ¤ + ¥ § & Q 3 ¦ ¢ ¤ ¢ £ ¤ ¥ ¦ § : ¥ ' $ ¢ ' ¢ § ¤ ¢ ' ¢ ¥ ¤ ¥ ¦ § $ § ¦ ¤ + ¢ ' ¢ ¤ + § ¢ ¦

¢ # $ ¦ ¥ 6 ¢ ¢ ¢ ¢ : $ £ ¢ £ ¦ $ 3 ¦ ¤ + ¢ $ § ¥ § ¤ + ¢ ¦ $ ¢ ¤ ¥ § ¢ £ ¦ : § § ¦ ¤ ¥ 3 ¤ + ¢

8 ¥ 6 ¥ ¥ ¦ § ¤ + ¤ ¤ + ¢ $ § + - ¢ ¢ § ¥ ' $ ¢ ' ¢ § ¤ ¢ G + ¢ $ § ' ¤ ¢ £ ¥ - ¢ ¤ + ¢ § ¤ ¢ § ¢ # ¤ ¢ § ¤

¦ ¤ + ¢ $ ¦ - ¢ ' § ¤ + ¢ $ ¦ $ ¦ ¢ ¢ ' ¢ 3

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' ¥ # ¤ ¢ ¦ ¢ # $ ¦ ¥ 6 ¢ ¢ ¥ § ¥ ¤ + ¤ 9 ¥ $ ¦ $ ¤ ¢ ' ¢ ¤ § ¤ ' ¦ $ + ¢ ¥ £ $ ¢ ¢

q z ~ r s r ~ ~ ~ s r s } t ~ r s s ~ } ~ v t }

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r s }

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4 - 5 G + ¢ ¦ 9 ¢ ¢ # $ ¦ ¥ 6 ¢ ¥ ' ¥ ¤ ¦ ¤ + ¢ ¢ ¤ ¤ + ¢ $ ¦ $ ¢ ¤ 3 - ¦ § 3

p ~ r s r ~ ~ ~ s f r t ~

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¢ £ ¦ 6 ¢ 3 3 ¤ ¢ ' £ ¦ ' $ ¦ § ¢ § ¤ 5 S §

4 ¥ ¥ 5 G + ¢ £ ¦ § £ ¢ § ¤ ¤ ¥ ¦ § ¦ ' ¢ ¤ + § ¢ ¦ ¢ § ¦ ¤ ¢ # £ ¢ ¢ ¤ + ¢ ¦ 9 ¢ ¢ # $ ¦ ¥ 6 ¢ ¥ ' ¥ ¤ ¦

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$ ¦ ' ¤ ¦ ¢ § ¢ ¤ + ¤ ¤ + ¢ ¤ § ¦ 4 ! 5 4 5 ¢ ' ¢ ¤ 0 $ ¢ ' § ¢ § ¤ ' ¦ § ¥ ¤ ¦ ¥ § 3 ¤ ¢ ' + - ¢

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£ ¤ ¦ P

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4 1 5 G + ¢ + 3 ¦ ¢ ¦ ¦ ¥ £ £ ¦ § ¥ ¤ ¥ ¦ § ¦ § ¥ § ¤ + ¢ £ ¥ ¥ ¤ 3 S

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¨ & & 4 ¨ Q 5 ¢ £ ¦ , ¢ ¢ $ ¥ § ¢ 2 ¥ ¢ ' ¢ § ¤

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4 ¥ ¥ ¥ 5 ' ¦ § ¥ ¤ ¦ ¥ § ¢ ¤ § § 3 ¢ ' ¢ ¥ ¤ ¥ ¦ § $ § ¢ 2 ¥ ¢ - 3 ¤ ¢ ' 4 ! 5 ¦ ¤ + ¥ ¢ S

p t ~ r s } t ~ ~ ~ ~ s f r t ~

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¤ + ¥ $ + : § £ ¦ § ¥ ¤ ¦ ¤ ¢ ¤ ¤ + ¢ ¦ ¦ 9 ¥ § P

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¢ 2 ¥ ¢ ' ¢ § ¤ ¦ ¢ ¨ & & ¦ ¤ + ¥ ¡ ¢ £ ¤ ¥ ¦ §

4 5 G + ¢ ¢ § ¤ + ¦ ¤ + ¢ $ ¦ ¤ £ ¦ ¢ £ ¢ $ ¢ ¥ ¦ ' 3 - ¢ P

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$ $ ¦ 6 ¢ - 3 ¤ + ¢ 8 ¥ 6 ¥ ¥ ¦ § S ¦

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- ¢ ¢ § $ £ ¢ ¥ § ¤ + ¢ ¦ $ ¢ ¤ ¥ § ¢ £ ¦

s ~

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¡ ¢ £ ¤ ¥ ¦ § ¢ $ ¢ ¤ ¥ § ¥ § ¤ ¦ ' ¢ ¤ + § ¢ § ¢ # $ ¦ ¥ 6 ¢ § ¥

¢ Q ¨ Q ¨ 4 ¨ ! 5 ¤ ¤ ¢ P ¡ ¢ £ ¤ ¥ ¢ ¤ ¦ § ¢ ¨ © ¤ ¦ ¢ ª « ¬ ®

¢ Q Q 4 5 4 5 ¢ ¢ ¤ ¦ ¢ ¡ ¢ £ ¤ ¢ ®

¢ Q ! ! 4 5 ¢ ¢ ¤ ¦ ¯ ° ¤ « ¦ ¨ ± ² ¤ ¦ ®

¢ Q ! ! 4 5 4 ¨ 5 ¢ ¢ ¤ ¦ ¥ ¢ ¨ © ¤ ¦ ¢ ± ¨ © ¢ ± ¢ ¡ ¢ £ ¤ ¢ ®

¢ Q ! ! 4 5 4 5 ¢ ¢ ¤ ¦ ¯ ¥ ¢ ¨ © ¤ ¦ ¢ ¥ ¦ ¨ ± ¦ £ ± £ ± ¤ ¥ ³

¢ Q ! ! 4 5 4 5 ¢ ¢ ¤ ¦ ¥ ¢ ¨ © ¤ ¦ ¢ ± ¢ ¡ ¢ £ ¤ ¢ ¡ ¢ ³

¢ Q & & 4 ¨ 5 ¢ ¢ ¤ ¦ ¢ ¡ ¢ £ ¤ ¢ ®

¢ ¨ & & 4 ! 5 ¢ ¢ ¤ ¦ ¢ ¡ ¢ £ ¤ ¢ ´ ¦ ¨ ± ®

¢ ¨ & & 4 ! 5 4 - 5 ¢ ¢ ¤ ¦ ¯ ¥ ¢ ¨ © ¤ ¦ ¢ ¥ ¦ ¨ ± ¦ £ ® § ¯ ¥ ¢ ¨ © ¤ ¦ ¢ ¥ ¦ ¨ ± ¦ £ ± £ ± ¤ ¥ ® µ

T B D J O B A J D @ L B = K M

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¢ # £ ¢ ¢ § £ ¢ ¦ ¨ Q Q R ¦ ¤ + ¢ ¦ 9 ¢ " # $ ¦ ¥ ¦ § ¥ ' ¥ ¤ 4 " 5 4 ¢ 2 ¥ 6 ¢ § ¤ ¤ ¦ R ' ¢ ¤ + § ¢ 5 ¤ ¤ + ¢ $ ¦ $ ¢ ¤ 3

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/ U

+ ; ¦ § ¥

c Y · C K N ¸ J M O B A ¹

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¢ ¤ - ¥ + ' ¢ § ¤ ¦ ¨ & Q Q ¢ : ¢ 2 ¥ ¢ ' ¢ § ¤ ¦ ¢ ¥ § ¤ ¦ ¥ ' ¥ ¤ § ¥ ¢ 6 ¢ ¤ ¦ - ¢ ¦ 9 ¨ Q Q R ¤ ¤ + ¢

$ ¦ $ ¢ ¤ 3 - ¦ § 3 ¥ § ¢ § R ¥ § ¦ § ¥ ¤ ¢ ¤ £ ¤ ¢ § ' ¦ § ¥ ¤ ¦ ¥ § ¦ § ¥ £ ¦ § £ ¢ § ¤ ¤ ¥ ¦ § ¦ §

¤ + ¢ $ ¢ ¥ ' ¢ ¤ ¢ ¦ ¤ + ¢ § ¥ § ¥ § ¥ ¢ ¦ § ¥ ¤ ¢ ¤ £ ¤ ¢ 9 ¢ ¢ ¦ $ ¤ ¢

~ t s

¸ = » = A E M ¼ D ½ B K ½ J D @ H = D E I J K K L = M

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¥ £ ¦ § ¤ ' ¥ § ¤ ¥ ¦ § ¦ ' ¤ + ¢ ¢ ¤ ¥ § ' ¦ , ¢ S + ¦ 9 ¢ 6 ¢ ¤ + ¢ 3 ¦ $ ¢ ¢ § ¤ 6 ¥ ¢ ¤ 3 ¦ ¥ ¤ ¥ ¦ § $ ¦ - ¢ ' §

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§ , § ¦ 9 § £ + ¢ ' ¥ £ ¥ § ¤ + ¢ § ¥ £ § £ ¢ § £ ¢ ¤ ¥ § + ; 8 ¥ £ ¢ £ ¦ § ' ¢ $ ¦ £ ¤ ¥ §

§ ¥ : £ + $ ¢ ¤ ¥ £ ¥ ¢ : $ ¥ § ¤ : ¦ 6 ¢ § ¤ : £ ¢ § ¢ : § ¦ ¤ + ¢ ' ¤ ¢ ¥ £ § - ¢ ¤ + ¢ ¦ £ ¢ ¦ £ + ¢ ' ¥ £

¢ ¢ ¢ F ¢ ¤ ¦ ' ¤ + ¢ ¥ ¢ £ § £ ¢ £ + ¢ ' ¥ £ ¤ ¦ 6 ¦ ¤ ¥ ¥ ; ¢ : - ¢ , ¦ 9 § : § ¢ § ¤ ¢ ¤ + ¢ ¢ § 6 ¥ ¦ § ' ¢ § ¤ 0 ¦

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£ ¢ $ + 3 # ¥ ¤ ¥ ¦ § § ¥ ' ' - ¢ 0 § § 3 ¥ + ¦ ¥ § £ ¢ , 3 - ¢ § ; ¢ § ¢ : £ ¦ ' $ ¦ § : 6 ¥ § 3

£ + ¦ ¥ ¢ : § ' ¢ ¤ + § ¢ : § ¦ ¤ + ¢ $ ¦ £ ¤ ¦ £ ¥ ¤ ¢ 9 ¥ ¤ + ¥ § ¤ ¥ 9 ¤ ¢ : £ ¦ § ¤ £ ¤ ¥ ¦ § § ¢ - ¥

9 ¤ ¢ : § § ¦ ' ¦ § ¥ £ § ¥ § ¦ § ¥ £ 9 ¤ ¢

¥ ¢ § ¢ # $ ¦ ¥ ¦ § + ; - ¢ £ ¦ ' ¢ £ ¦ § £ ¢ § 9 + ¢ § ¢ £ ¦ ¢ £ ¤ ¥ § £ ¦ § ¥ § ¢ $ £ ¢ 1 ¥ ¥ § :

- ¢ ' ¢ § ¤ : § $ ¥ ¤ ¢ ¤ 3 $ ¥ £ 3 ¢ ¢ £ ¦ § ¥ § ¢ $ £ ¢ F ¦ 9 ¢ 6 ¢ : § ¥ ¢ ¦ £ ¦ ¢ £ ¤ ¥ § §

' ¥ ¤ ¢ ¤ ¦ £ £ , ¥ § ¤ + ¢ § ¥ £ ¦ 6 ¢ : ¢ £ + ¤ ¢ ¯ $ ¥ § ³ : £ £ , ¥ § V £ ¢ § ¤ ¤ £ ¤ ¢ : $ 6 ¢ $ , ¥ §

¢ : ¢ ¤ £ ¥ ¢ £ § ¦ £ £ ¦ § ¤ + ¢ £ ¢ § § ¢ ¦ § ¡ £ ¢ ¥ ¢ ¥ § 6 ¦ 6 ¢ ¢ £ ¢ § ¤ 3 - ¥ ¢ 9 ¤ ¢

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9 ¥ ¤ + ¥ § ¤ + ¢ § ¥ : ¥ § 6 ¦ 6 ¢ ' ¤ ¢ ¥ - ¥ ¢ ¦ ' ¦ § ¤ + ¦ 3 ¢ : § £ § - § ¦ 3 § ' ¦ § ¤ +

G + ¢ ¦ ¦ 9 ¥ § ¥ - ¥ ¢ ' ' 3 ¦ ¦ ' ¢ ¥ § £ ¥ ¢ § ¤ ¥ § 6 ¦ 6 ¥ § § ¥ ' ¥ ¤ ¥ ¦ § ¦ ' § ¥ P

Q Q ( ¦ ¢ ' $ ¦ 3 ¢ ¢ ¥ ¢ ¢ ¤ ¦ ¢ # $ ¦ ¢ ¤ ¦ + ¥ + £ ¦ § £ ¢ § ¤ ¤ ¥ ¦ § ¦ + 3 ¦ ¢ § ¥ ¢ 9 + ¥ ¢

¤ ¤ ¢ ' $ ¤ ¥ § ¤ ¦ ¢ $ ¥ ¢ £ + ¤ ¢ $ ' $ ¤ 7 8 § ¥ ¥ § ¡ $ ¢ ¥ ¦ : ¥ £ ¦ § ¥ § 4 ¾ ¦ § ¦

" § 6 ¥ ¦ § ' ¢ § ¤ F ¢ ¤ + Q Q ) 5

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$ 3 ¦ § G + ¢ ¢ 9 ¢ $ ¦ ¤ ¢ 3 ¢ § ¥ ¢ ' $ ¥ § ¦ § ' § 3 3 ¢ ¦ 4 0 ¤ § ¤

¾ ¦ § ¦ § ¤ ¥ ¤ ¤ ¥ ¦ § ¨ % % % 5

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¢ ¥ ¦ 3 - § ¢ - 3 ' ¢ ¤ + § ¢ ¢ # $ ¦ ¥ ¦ § 4 + ¦ ¤ ¤ ¢ * - ¢ 6 ¢ ¨ % % ! 5

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¢ § § 3 6 § ¥ 4 " 0 ¨ % % ¨ 5

¨ % ) ! § ¥ ' ¥ ¤ ¢ ¤ ¦ § ¢ ¤ ¦ 3 ¢ ¦ § ¢ + ¦ ¢ § ¢ § ¥ ¥ § 0 , ¦ § : * + ¥ ¦ G ¢ § + ¦ ¢ 9 ¢ ¢

¤ ¢ ' $ ¦ ¥ 3 ¢ 6 £ ¤ ¢ 4 " 0 ¨ % % ¨ 5

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¥ § V ¥ ¢ 9 ¢ ¢ ¢ $ ¦ ¤ ¢ 4 " 0 ¨ % % ¨ 5

¨ % ( § ¡ + ¢ ¥ § : ¦ ¦ ¦ : § ¥ £ £ ' ¤ ¢ ¥ § ¤ ¦ ' ¥ § $ ¥ $ ¢ ¤ + ¤ § ¤ + ¦ + § ¥ 0 §

¢ # $ ¦ ¥ ¦ § ¦ £ £ ¢ 9 + ¢ § ¢ 6 ¢ £ + ¥ ¢ § $ 3 ¥ § ¥ § ¤ + ¢ $ ¥ $ ¢ ¥ ¤ £ § ¢ : ¢ ¤ ¥ § ¥ § ¢ ¥ ¦

¥ § V 3

¨ % & % ¢ ¤ + § ¢ ' ¥ ¤ ¢ ¦ ' § V £ ¢ § ¤ § ¥ ¥ § ¤ ¦ ¤ + ¢ - ¢ ' ¢ § ¤ ¦ § ' ¦ 3 ¥ § ¥ § ¤ ¦ § ¡ ¢ ' :

¦ ¤ + ¦ ¥ § 0 ¥ ¤ £ ¥ ¢ ¤ ¤ ¢ £ ¢ ¤ + ¢ ¤ ¦ ¢ # $ ¦ ¢ : , ¥ ¥ § ¤ + ¢ ¢ ' ¢ § § ¢ ¥ ¦ 3 ¥ § V ¥ §

¥ 6 ¢ ¦ ¤ + ¢ 4 ¡ 0 " ¨ % ) ! 5

U ¿

~ t s q z

H B > = O J B D M

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£ £ ¢ ¥ - ¢ : § ¦ - ¤ £ ¤ ¢ $ ¤ + ' ¤ - ¢ ' ¥ § ¤ ¥ § ¢ ¦ ¤ + ¤ § ¥ ' ¦ § ¥ ¤ ¦ ¥ § 9 ¢ ¢ 9 3

£ £ ¢ ¥ - ¢ ¥ § ¦ 9 + ¢ ¢ ¥ 6 ¢ 6 ¢ + ¥ £ ¢ ¢ ¢ ¦ ¥ ¤ ¢ $ ¢ £ ¥ ¥ £ : ¤ + ¢ $ ¢ ' ¥ ¤ ¤ ¢ ¢ ' ¤ ¦ - ¤ ¥ §

$ $ ¦ 6 ¦ ' ¤ + ¢ ¡ ¦ ¥ ¤ ¢ ¡ ¢ £ ¤ ¥ ¦ § ¦ ¤ + ¢ ¢ ¥ § § ¥ § ¤ ¤ ¥ ¦ § ¦ § 3 § ¥ ' ¦ § ¥ ¤ ¦ ¥ § 9 ¢

3 ¤ ¢ '

X N K K Y B D M O A C > O J B D = D E ¼ D M O = K K = O J B D

§ ¥ ' ¦ § ¥ ¤ ¦ ¥ § 9 ¢ ¢ ¤ + ¢ ' ¢ ¦ § 9 ¤ ¢ ' ¦ § ¥ ¤ ¦ ¥ § 9 ¢ 9 ¥ ¤ + ¤ 9 ¦ ¢ # £ ¢ $ ¤ ¥ ¦ § § ¥

' ¦ § ¥ ¤ ¦ ¥ § 9 ¢ ¢ ¥ § ¤ ¢ V ¤ - ¦ 6 ¢ ¤ + ¢ 9 ¤ ¢ ¤ - ¢ 9 ¥ ¤ + ¥ § ¤ + ¢ § ¤ ¤ ¢ ; ¦ § ¢ § ¢ ¢ 2 ¥ $ $ ¢

9 ¥ ¤ + ¤ ¦ $ £ ¦ £ , 6 6 ¢ ¦ 2 ¥ £ , £ ¦ § § ¢ £ ¤ £ ¦ $ ¥ § ¦ § ¤ + ¢ £ $ : 9 + ¥ £ + ¦ 9 ¦ £ £ ¤ ¢ § ¥

' ¢ ¢ ' ¢ § ¤ G + ¢ ¤ ¦ $ £ ¦ £ , 6 6 ¢ ' ¤ - ¢ ¢ 2 ¥ $ $ ¢ 9 ¥ ¤ + ¢ # ¥ - ¢ ¤ - ¥ § § - - £ ¦ § § ¢ £ ¤ ¥ ¦ § ¤ + ¤ 9 ¥

¥ ¤ ¤ + ¢ ' ¢ ¤ ¢ À ¥ § ¢ ¤ ¤ - ¢ G + ¢ ¤ ¦ $ £ ¦ £ , 6 6 ¢ ¦ 2 ¥ £ , £ ¦ § § ¢ £ ¤ £ ¦ $ ¥ § ' ¤ - ¢ £ ¦ ¢ - ¢ ¤ 9 ¢ ¢ §

' ¦ § ¥ ¤ ¦ ¥ § ¢ 6 ¢ § ¤ G + ¢ § ¥ ' ¦ § ¥ ¤ ¦ ¥ § 9 ¢ ' ¤ ¦ - ¢ £ $ $ ¢ : ¦ £ , ¢ : § - ¢ ¢ 9 ¥ ¤ +

$ ¢ ' § ¢ § ¤ 3 ¥ # ¢ ¥ ¢ § ¤ ¥ ¥ £ ¤ ¥ ¦ § $ ¤ ¢ ¤ ¤ ¥ § ¤ + ¢ 9 ¢ £ ¦ § ¤ £ ¤ ¦ § ' ¢ § £ ¢ ¤ ¥ ¥ £ ¤ ¥ ¦ § § ' - ¢ : ¤ ¢ ¦

9 ¢ £ ¦ ' $ ¢ ¤ ¥ ¤ ¥ ¦ § : ¤ ¦ ¤ ¢ $ ¤ + ¦ 9 ¢ : £ ¢ ¢ § ¢ § ¤ + § 9 ¢ 8 § ' - ¢ ¡ ¢ ¢ ¢ ¤ ¥ ¢ £ + ¢ ' ¤ ¥ £ ¦

§ ¥ ' ¦ § ¥ ¤ ¦ ¥ § 9 ¢ 4 ¥ ¢ ¨ 5

G + ¢ ¢ $ ¤ + ¦ ¢ £ + § ¥ ' ¦ § ¥ ¤ ¦ ¥ § 9 ¢ 9 ¥ - ¢ ¥ ¤ ¢ $ ¢ £ ¥ ¥ £ ¢ $ ¢ § ¥ § $ ¦ § ¢ $ ¤ + ¤ ¦ ¦ § 9 ¤ ¢

§ ¥ ' ¦ § ¥ ¤ ¦ ¥ § 9 ¢ ' ¤ - ¢ £ ¦ § ¤ £ ¤ ¢ ¤ + ¢ ' ¢ ¦ § 9 ¤ ¢ ' ¦ § ¥ ¤ ¦ ¥ § 9 ¢ ¢ £ ¥ - ¢

¥ § ¨ 0 0 ¡ - £ + $ ¤ ¢ G 3 $ ¥ £ 3 § ¥ ' ¦ § ¥ ¤ ¦ ¥ § 9 ¢ ' ¤ - ¢ ¥ § ¤ ¢ ¥ § ³ Á

$ ¥ $ ¥ § § £ ¢ ¢ § G + ¢ £ ¢ ¢ § ¢ § ¤ + : ¦ ¥ ¤ ¢ $ ¢ £ ¥ ¥ £ : ' ¤ $ § ¤ + ¢ ' V ¦ ¥ ¤ 3 ¦ ¤ + ¢ § ¤ ¤ ¢ ; ¦ § ¢

9 + ¥ ¢ ¤ ¥ ¦ 9 ¥ § ¦ $ ¦ $ ¢ 9 ¢ £ ¦ § ¤ £ ¤ ¥ ¦ § 0 ¦ ¤ + ¦ ¥ § ¦ ¢ ¥ ¦ § ¢ ¦ ¦ ¥ ¤ ¦ ¦ ¢ ¥ ¦ §

" § ¥ § ¢ ¢ ' ¤ - ¢ $ ¢ ¢ § ¤ ¤ ¦ $ ¢ 6 ¥ ¢ ¤ + ¢ ¥ § ¤ ¤ ¥ ¦ § ¦ § ¥ ' ¦ § ¥ ¤ ¦ ¥ § 9 ¢ G + ¢ ¢ # £ ¤

¦ £ ¤ ¥ ¦ § : £ ¢ ¢ § ¢ ¥ § ¤ ¢ 6 : § § ¢ ¤ ¥ § ¦ ¤ + ¢ 9 ¢ ' ¤ - ¢ $ $ ¦ 6 ¢ - 3 ¤ + ¢ ¡ ¦ ¥ ¤ ¢ ¡ ¢ £ ¤ ¥ ¦ §

F 3 ¦ ¢ ¦ ¦ ¥ ¤ $ ¥ ¦ ¤ ¦ § ¥ ' ¦ § ¥ ¤ ¦ ¥ § 9 ¢ ¥ § ¤ ¤ ¥ ¦ § " £ + § ¥ ' ¦ § ¥ ¤ ¦ ¥ § 9 ¢ ' ¤

- ¢ 6 ¢ 3 ¢ ¦ ¦ £ ¤ ¥ ¦ § § ¢ ¢ 6 ¤ ¥ ¦ § - 3 ¦ ¤ + ¦ ¥ § ¢ ¥ ¤ ¢ ¢ § ¡ 6 ¢ 3 ¦ ¥ ¤ + ¥ § ¤ + ¥ ¤ 3 4 Q 5

3 ¦ ¤ + ¢ £ ¦ ' $ ¢ ¤ ¢ £ ¦ § ¤ £ ¤ ¥ ¦ § ¦ ¢ £ + § ¢ 9 § ¥ ' ¦ § ¥ ¤ ¦ ¥ § 9 ¢ : ¤ + ¢ - ¦ ¥ § ¦ § ¥ '

¦ ¢ £ + 9 ¢ ¥ § £ ¥ § : - ¤ § ¦ ¤ ¥ ' ¥ ¤ ¢ ¤ ¦ ¤ ¦ ¤ ¢ $ ¤ + : £ ¢ ¢ § ¢ ¥ § ¤ ¢ 6 § ¥ ¤ § £ ¢ - ¦ 6 ¢ ¢ ¦ § + ¥ +

9 ¤ ¢ ¤ - ¢ ' ¤ - ¢ - ' ¥ ¤ ¤ ¢ ¤ ¦ ¤ + ¢ ¡ ¦ ¥ ¤ ¢ ¡ ¢ £ ¤ ¥ ¦ § G + ¢ - ' ¥ ¤ ¤ ' ¤ ¦ ¥ § £ ¢ £ ¢

¤ ¦ $ ¦ $ + ¥ £ ' $ + ¦ 9 ¥ § ¤ + ¢ ¦ £ ¤ ¥ ¦ § § ¥ ¢ § ¤ ¥ ¥ £ ¤ ¥ ¦ § ¦ § ¢ 9 : ¢ # ¥ ¤ ¥ § § - § ¦ § ¢ § ¥

' ¦ § ¥ ¤ ¦ ¥ § 9 ¢

c N M O N E = D E Y K C M O N A N E H = D E I J K K L = M T B D J O B A J D @ X N K K M

¢ ¤ ¢ § \ ¦ £ ¤ ¢ ¢ § ¥ ' ¦ § ¥ ¤ ¦ ¥ § 9 ¢ ' 3 - ¢ ¢ 2 ¥ ¢ ¥ § § ¤ ¤ ¢ ; ¦ § ¢ ¦ ! ¢ ¢ ¤ ¦

' ¦ ¢ ¤ ¦ ' ¢ ¢ $ ¢ £ ¥ ¥ £ ¢ $ ¤ + ¦ ¤ + ¢ § ¤ ¤ ¢ ; ¦ § ¢ § ¥ ¤ ¥ 3 : ¤ + ¢ ¥ § ¤ ¤ ¥ ¦ § ¦ ¦ § ¢ ¦ § £ ¢ ¢ § +

- ¢ ¥ £ ¥ ¢ § ¤ ' ¦ § ¥ ¤ ¦ ¥ § ¢ 6 ¢ § ¤ + ¦ 9 § ¢ # £ ¢ ¢ § £ ¢ ¦ ¤ + ¢ ¦ 9 ¢ ¢ # $ ¦ ¥ 6 ¢ ¥ ' ¥ ¤ : ¤ + ¢ § ¤ + ¢ ¡ ¦ ¥

¤ ¢ ¡ ¢ £ ¤ ¥ ¦ § ' 3 ¢ 2 ¥ ¢ ¤ + ¢ ¥ § ¤ ¤ ¥ ¦ § ¦ § ¢ ¤ ¢ § \ ¦ £ ¤ ¢ ¢ § ¥ ' ¦ § ¥ ¤ ¦ ¥ § 9 ¢

` = D E B D Z N D O B I X N K K M

0 § - § ¦ § ' ¢ § ¤ ¢ £ ¦ ' ¤ - ¢ - ' ¥ ¤ ¤ ¢ ¤ ¦ ¤ + ¢ ¡ ¦ ¥ ¤ ¢ ¡ ¢ £ ¤ ¥ ¦ § 9 ¥ ¤ + ¥ § Q 4 ¤ + ¥ ¤ 3 5 3 ¦ ¤ + ¢

- § ¦ § ' ¢ § ¤ ¦ § ¥ ' ¦ § ¥ ¤ ¦ ¥ § 9 ¢ G + ¢ § ¥ ' ¦ § ¥ ¤ ¦ ¥ § 9 ¢ 4 5 ' ¤ - ¢ ¦ 6 ¢ ¥ ¢

§ ¢ ¢ 9 ¥ ¤ + ¦ ¤ ¥ § £ £ ¦ § £ ¢ 9 ¥ ¤ + ¨ 0 0 Q ¨ ¨ 4 5 § £ ¢ ¤ ¥ ¥ ¢ - 3 ¦ ¤ + ¦ ¥ §

/ /

¦ ¢ ¥ ¦ § ¢ ¦ ¦ ¥ ¤ ¦ ¦ ¢ ¥ ¦ § " § ¥ § ¢ ¢

Â A B I N M M J B D = K Y N A O JI J > = O J B D

G + ¢ £ ¢ ¤ ¥ ¥ £ ¤ ¥ ¦ § ¤ ¤ ¢ ' ¢ § ¤ - ¢ ¦ 9 ' ¤ - ¢ ¥ § ¢ § ¢ ¢ - 3 ¦ ¤ + ¦ ¥ § ¦ ¢ ¥ ¦ § ¢ ¦ ¦ ¥ ¤

¦ ¦ ¢ ¥ ¦ § " § ¥ § ¢ ¢ § - ' ¥ ¤ ¤ ¢ 9 ¥ ¤ + ¤ + ¢ § ¥ ¦ § ¥ ¤ ¦ ¥ § §

G + ¢ § ¥ ' ¦ § ¥ ¤ ¦ ¥ § $ § ¦ ¤ + ¥ £ ¥ ¥ ¤ 3 + - ¢ ¢ § $ ¢ $ ¢ - 3 2 ¥ ¥ ¢ ¢ ¦ ¦ ¥ ¤ ¦

¢ § ¥ § ¢ ¢ 9 + ¦ ¥ ¥ £ ¢ § ¢ ¤ ¦ $ £ ¤ ¥ £ ¢ ¥ § ¤ + ¢ ¡ ¤ ¤ ¢ ¦ ¦ ¤ + ¦ ¥ § G + ¢ $ § + - ¢ ¢ § $ ¢ $ ¢

- ¢ ¦ § ¥ ¤ + § , § ¦ 9 ¢ ¢ ¦ ¥ ¤ ¢ £ ¦ § ¥ ¤ ¥ ¦ § § ' ¥ ¥ ¥ ¤ 3 9 ¥ ¤ + ¦ ¤ + ¦ ¥ § ¦ ¥ 9 ¤ ¢

¢ § ¥ § ¤ 3 ¤ § $ ¦ ¤ ¦ £ ¦ G + ¥ £ ¢ ¤ ¥ ¥ £ ¤ ¥ ¦ § ¥ ' ¢ ¥ § £ £ ¦ § £ ¢ 9 ¥ ¤ + ¦ ¤ + ¦ ¥ §

¡ ¦ ¥ ¤ ¢ ¢ ¤ ¥ ¦ § : ¥ § ¥ £ ¤ ¥ § ¤ + ¥ § ¥ ¦ § ¥ ¤ ¦ ¥ § § + ¦ $ ¦ 6 ¥ ¢ ¢ 3

¢ ¤ ¢ £ ¤ ¥ ¦ § ¦ § 3 ¢ ¢ ¢ ¦ + ; ¦ £ ¦ § ¤ ¥ ¤ ¢ § ¤ ¤ ¦ ¤ + ¢ $ $ ¢ ' ¦ ¤ 2 ¥ ¢ : ¦ ¤ ¦ - ¢ $ ¦ ¤ ¢ £ ¤ ¥ 6 ¢

¦ $ - ¥ £ + ¢ ¤ + § ¤ + ¢ ¢ § 6 ¥ ¦ § ' ¢ § ¤ ¦ ¦ ¤ + ¢ 9 § ¤ ¥ ¢ : ¢ # $ ¢ ¢ ¦ ¥ ' $ ¥ ¢ : ¢ ' ¢

¡ ¥ § ¢ Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã

¥ § ¤ ¢ Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã

8 ¤ ¢ Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã

¦ ¤ 6 ¥ § ¢ ¤ + ¥ ¦ £ ' ¢ § ¤ - ¢ ¤ + ¢ ¢ ¦ ¤ + ¢ - ¦ 6 ¢ ' ¢ § ¤ ¥ ¦ § ¢ ¥ £ ¢ § ¢ $ ¦ ¢ ¥ ¦ §

§ ¥ ¤ ¥ ¦ § : ¤ + ¢ - ¦ ¥ § ¦ § \ ¦ 9 ¢ ¥ ' ' ¤ - ¢ ¥ § ¢ § ¢ ¢ 9 ¥ ¤ + ¤ + ¢ ¤ ' $ ¦ ¦ ¤ +

¦ ¥ § ¢ ¥ ¤ ¢ ¢ § ¡ 6 ¢ 3 ¦ .

Ä Å Æ Ç È É Å Ñ Ñ Å Ö È Å Æ × É Ñ Ñ É Ö Å Ñ

Í Ó Ì Í Î Ï Ð Ô Õ Î Õ Î Ø Í

Ê W

G + ¢ $ ¢ ¦ § ¥ § ¤ + ¢ § ¥ ' ¦ § ¥ ¤ ¦ ¥ § ¥ § ¤ ' ¢ § ¤ ' ¤ § ¢ ¤ § ¤ + ¢ $ ¥ § £ ¥ $ ¢ ¦ ¦ $ ¢ ¤ ¥ ¦ § §

¦ ¦ 9 ¤ + ¢ ' § £ ¤ ¢ Ù ¥ § ¤ £ ¤ ¥ ¦ § G + ¥ ¥ § £ ¢ £ ¥ - ¤ ¥ § ¤ + ¢ ¥ § ¤ ' ¢ § ¤ £ £ ¦ ¥ § ¤ ¦ ¤ + ¢

' § £ ¤ ¢ À $ ¢ £ ¥ ¥ £ ¤ ¥ ¦ § § £ ¢ ¤ + ¢ ¦ ¦ 9 ¥ § ¦ § ¤ + ¢ ¤ ¦ $ $ ¦ ¤ ¥ ¦ § ¦ ¤ + ¢ § ¥ ' ¦ § ¥ ¤ ¦ ¥ §

¦ ' 4 ¡ ¢ ¢ ¢ # ' $ ¢ - ¢ ¦ 9 5 P £ ¥ ¥ ¤ 3 § ' ¢ : $ ¢ ' ¥ ¤ § ' - ¢ : ¤ 3 $ ¢ § ¢ ¥ § ' - ¢ ¦ ' ¦ § ¥ ¤ ¦ ¥ §

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£ ¥ - ¤ ¥ ¦ § 4 ¨ \ ¨ ¦ \ Q 5 : ¢ # $ ¥ ¤ ¥ ¦ § ¤ ¢ ¦ ¥ ¢ £ ¥ - ¤ ¥ ¦ § £ § ¥ ¤ ¢ : ¤ ¢ ¦ § ¥

' ¦ § ¥ ¤ ¦ ¥ § ¢ 6 ¢ § ¤ : § ' ¢ § $ ¦ ¥ ¤ ¥ ¦ § ¦ ' $ ¢ £ ¦ ¢ £ ¤ ¦ : $ ' $ ¤ ¢ ¦ ¥ § ¤ ' ¢ § ¤ - ¢ ¥ § ¢ : ' - ¥ ¢ § ¤ ¥

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£ £ ¦ § £ ¢ 9 ¥ ¤ + ¤ + ¢ ' § £ ¤ ¢ À $ ¢ £ ¥ ¥ £ ¤ ¥ ¦ § ¥ ¦ ¢ 2 ¥ ¢ + ¢ § ¢ ¤ ¢ ' ¥ § ¥ § 9 + ¥ £ + ¥ ¢

£ ¥ - ¤ ¥ ¦ § ¤ ¦ ¢ : ¤ , ¢ ¥ § ¤ ¦ £ ¦ § ¥ ¢ ¤ ¥ ¦ § ¤ + ¢ ¢ # $ ¢ £ ¤ ¢ ¢ 6 ¢ ¦ ' ¢ ¤ + § ¢ ¥ § ¤ + ¢ § ¥ ' ¦ § ¥ ¤ ¦ ¥ §

9 ¢ ¤ + ¢ ' ¢ ¤ + § ¢ ¢ 6 ¢ ¢ ¢ # $ ¢ £ ¤ ¢ ¤ ¦ - ¢ ¦ 9 : ¢ ¤ + ¢ ¨ \ ¨ £ § ¥ ¤ ¢ 4 ¨ R * \ ¨ R F ! 5

¤ + ¢ ' ¢ ¤ + § ¢ ¢ 6 ¢ ¢ ¢ # $ ¢ £ ¤ ¢ ¤ ¦ - ¢ + ¥ + : ¢ ¤ + ¢ \ Q £ § ¥ ¤ ¢ 4 R * \ Q R F ! 5

¦ ¢ 6 ¢ 3 § ¥ ' ¦ § ¥ ¤ ¦ ¥ § 9 ¢ : $ ¢ ¢ ¥ § £ ¢ ¤ + ¢ ¦ ¦ 9 ¥ § P 6 ¢ ¥ ¥ £ ¤ ¥ ¦ § ¦ ' $ ¢ ¤ - ¢ $ ¢

$ ¥ ¦ ¤ ¦ ¢ £ + ' $ ¢ ¤ , ¢ § 4 + ¦ - ¢ ¦ § ¢ ' ¥ § ¤ ¢ 5 : ¤ + ¢ ¤ ¥ ' ¢ $ ' $ ¢ ¥ § ¢ £ ¦ § 4 + ¦ - ¢ ¤ ¢ ¤ ¦ § ¢

' ¥ § ¤ ¢ 5 : - ¦ ' ¢ ¤ ¥ £ $ ¢ ¢ : ¤ ¥ ' ¢ ¤ - ¥ ¥ ; ¢ ¢ ¥ § £ ¦ ¢ £ ¤ ¢ : $ ¢ £ ¢ § ¤ ¦ 9 ¢ ¢ # $ ¦ ¥ 6 ¢ ¥ ' ¥ ¤ : $ ¢ £ ¢ § ¤

' ¢ ¤ + § ¢ - 3 6 ¦ ' ¢ : $ ¢ £ ¢ § ¤ ¦ # 3 ¢ § : $ ¢ £ ¢ § ¤ £ - ¦ § ¥ ¦ # ¥ ¢ : § § 3 ¦ - ¢ 6 ¤ ¥ ¦ § ¦ £ ¦ ' ' ¢ § ¤

G + ¢ § ¥ ' ¦ § ¥ ¤ ¦ ¥ § ¤ ¦ ' 4 ¡ ¢ ¢ ¢ # ' $ ¢ - ¢ ¦ 9 5 § ¢ ¤ + ¦ - ¢ ¢ ¤ ¥ § ¢ ¥ § ¤ + ¢ £ ¥ ¥ ¤ 3 À

¦ $ ¢ ¤ ¥ § ¢ £ ¦ § ¢ § ¢ # £ ¢ ¢ § £ ¢ + ¦ £ £ ¢ § \ ¦ ¥ ¢ 2 ¢ ¤ ¢ - 3 ¤ + ¢ ¡ ¦ ¥ ¤ ¢ ¡ ¢ £ ¤ ¥ ¦ §

§ ¥ ' ¦ § ¥ ¤ ¦ ¥ § ¢ ¥ § ¦ ' § ¦ § £ ¥ - ¤ ¢ ¦ ¥ § £ £ ¤ ¢ 3 £ ¥ - ¤ ¢ ¥ § ¤ ' ¢ § ¤ ¢ § ¦ ¤

¢ ¥ - ¢ : § 9 ¥ ¤ + ¢ ¢ ¦ ¢ - ¢ ¢ V ¢ £ ¤ ¢ - 3 ¤ + ¢ ¡ ¦ ¥ ¤ ¢ ¡ ¢ £ ¤ ¥ ¦ § § ¥ ' ¦ § ¥ ¤ ¦ ¥ § ¢ ¥ §

£ ¦ ¢ £ ¤ ¢ 9 ¥ ¤ + ' ¦ § ¥ ¤ ¦ ¥ § ¢ 2 ¥ $ ' ¢ § ¤ ¤ + ¤ 9 § ¦ ¤ ¢ ¥ § ¢ ¦ § ¥ ' ¦ § ¥ ¤ ¦ ¥ § 9 ¥ ¦ - ¢

¢ V ¢ £ ¤ ¢ - 3 ¤ + ¢ ¡ ¦ ¥ ¤ ¢ ¡ ¢ £ ¤ ¥ ¦ § G + ¢ ¢ ¢ ¢ 6 ¢ ¥ ¢ ¢ § ¤ § ¥ ' ¦ § ¥ ¤ ¦ ¥ § ¥ § ¤ ' ¢ § ¤ ¦ §

¤ + ¢ ' , ¢ ¤ 9 + ¥ £ + ' 3 - ¢ ¢ ¥ § ¦ ¢ ¤ ¦ ¦ - ¤ ¥ § ¦ ¤ + ¢ ¥ § ¦ ' ¤ ¥ ¦ § ¢ 2 ¥ ¢ - 3 ¤ + ¢ ¡ ¦ ¥ ¤ ¢

¡ ¢ £ ¤ ¥ ¦ §

T B D J O B A J D @ ] J Z N M

¦ § ¥ ¤ ¦ ¥ § ¤ ¥ ' ¢ ¢ ¦ ¥ ' $ ¦ ¤ § ¤ 9 + ¢ § £ ¦ § £ ¤ ¥ § § ¥ ' ¦ § ¥ ¤ ¦ ¥ § ¦ $ ¢ § ¥

' ¦ § ¥ ¤ ¦ ¥ § + ¦ ¥ § £ ¢ ' $ ¥ § ¥ § ¤ ¥ ' ¢ 9 + ¢ § § ¥ ¥ ' ¦ ¤ ¥ , ¢ 3 ¤ ¦ ' ¥ ¤ ¢ § ¥

£ § ' ¥ ¤ ¢ § £ £ ' ¤ ¢ § ¦ ¤ ¦ § 3 ¥ § § ¥ ' ¦ § ¥ ¤ ¦ ¥ § 9 ¢ S ¥ ¤ £ § ¦ ' ¥ ¤ ¢ § £ £ ' ¤ ¢

¥ § - ¥ ¥ § § ¦ ¤ + ¢ ¤ £ ¤ ¢ 1 ¢ £ ¢ - £ ¢ $ ¢ ¢ ¢ £ ¦ § ¥ ¢ ¢ ¤ ¦ - ¢ ¤ ' # ¥ ' '

¥ § ¤ + ¢ ¤ ¢ § ¦ ¦ § + ¦ : ' ¦ § ¥ ¤ ¦ ¥ § + ¦ - ¢ £ ¦ § £ ¤ ¢ ¥ § ¤ + ¢ ¤ ¢ § ¦ ¦ § ¦ 9 + ¢ § ¢ 6 ¢ ¤ + ¢ - ¦ ' ¢ ¤ ¥ £

$ ¢ ¢ ¥ ¦ 9

¡ £ ¥ ¢ § ¤ ¥ ¥ £ ¢ 6 ¥ ¢ § £ ¢ ¦ ¥ § ¥ £ ¤ ¢ ¤ + ¤ 9 ¢ ¤ + ¢ § ¦ ¥ £ ¦ § ¥ ¤ ¥ ¦ § ¥ § ¢ § £ ¢ ¤ + ¢ ' ¥ ¤ ¥ ¦ § ¦ § ¥

1 ¦ ' ¢ ¤ ¥ £ $ ¢ ¢ § $ ¢ £ ¥ $ ¥ ¤ ¤ ¥ ¦ § + 6 ¢ ¥ § ¥ ¥ £ § ¤ ¢ ¢ £ ¤ ¦ § § ¥ ' ¥ ¤ ¥ ¦ § § £ ¢ ¢

- ¦ ' ¢ ¤ ¥ £ $ ¢ ¢ ¢ § ¢ ¤ ¢ ¢ £ ¢ ¢ § ¥ 6 ¢ § ¤ ¥ § ¦ ' ¤ + ¢ - £ ¢ : § ¤ ¥ ¤ + ¢ $ ¢ ¢ 9 ¥ ¤ + ¥ §

¤ + ¢ - £ ¢ ¥ ¢ ¤ ¢ ¤ + § ¤ + ¢ ¤ ' ¦ $ + ¢ ¥ £ 4 - ¦ ' ¢ ¤ ¥ £ 5 $ ¢ ¢ * § ¤ + ¢ ¦ ¤ + ¢ + § : 9 + ¢ § ¤ + ¢

- ¦ ' ¢ ¤ ¥ £ $ ¢ ¢ ¢ £ ¢ ¢ : ¤ + ¢ § ¥ 9 ¥ 6 ¢ § ¤ ¤ + ¢ ¤ ¦ ¢ § ¤ ¥ $ ¢ ¢ ¢ 2 ¥ ¥ - ¥ ' ¥ ¢ £ + ¢

$ $ ¥ § ¦ § ¥ £ § ¥ § ¢ § £ ¢ ¤ + ¢ ¢ ¢ £ ¤ ¦ - ¦ ' ¢ ¤ ¥ £ $ ¢ ¢ ¦ § § ¥ ' ¥ ¤ ¥ ¦ § ¢ § ¢ 3 :

' ¦ ¢ $ ¢ ' ¢ - ¢ § ¥ £ $ 9 ¥ ¦ 9 ¢ ¤ ¢ ¥ § ¢ § £ ¢ - 3 - ¦ ' ¢ ¤ ¥ £ $ ¢ ¢ ¤ + § ¢ $ ¢ ' ¢ - ¢

§ ¥ £ $ 0 ¢ ¤ : § ¥ ' ¦ § ¥ ¤ ¦ ¥ § + ¦ - ¢ £ ¦ § £ ¤ ¢ 9 + ¢ § ¤ + ¢ - ¦ ' ¢ ¤ ¥ £ $ ¢ ¢ ¥ ¦ 9

§ ¦ ¥ ¢ ¤ ¤ ¢ 8 ¥ § ¤ + ¢ 9 ¥ § ¤ ¢ ¢ ¦ § 9 + ¢ § § ¦ 9 £ ¦ 6 ¢ ¥ V ¤ - ¢ ¥ § § ¥ § ¤ ¦ ' ¢ ¤ ¦ 9 + ¢ § ¤ + ¢

¦ § ¥ ¦ ; ¢ § ¦ ¥ £ ¢ £ ¦ 6 ¢ ¢ : § ¥ ' ¦ § ¥ ¤ ¦ ¥ § + ¦ - ¢ £ ¦ § £ ¤ ¢ 9 + ¢ § ¤ + ¢ - ¦ ' ¢ ¤ ¥ £

$ ¢ ¢ ¥ ¦ 9 a

H = D E I J K K L = M Ú = Z [ K J D @ Â A B > N E C A N M

0 § 3 £ £ ' ¤ ¥ ¦ § ¦ § ¥ ¥ § ¤ + ¢ § ¥ ' ¦ § ¥ ¤ ¦ ¥ § 9 ¢ ¥ ¤ + ¢ ¢ ¤ ¦ § ¥ ' ¥ ¤ ¥ ¦ §

G + ¢ ¦ ¦ 9 ¥ § $ ¦ £ ¢ ¢ ¥ ¢ £ ¦ ' ' ¢ § ¢ ¢ # ' $ ¢ ¦ £ ¦ § £ ¤ ¥ § § ¥ ' ¦ § ¥ ¤ ¦ ¥ § 9 ¢

' $ ¥ § : - ¤ 9 3 ¢ § ¦ ¦ 9 ¤ + ¢ ' § £ ¤ ¢ À ¥ § ¤ £ ¤ ¥ ¦ § - ¢ £ ¢ ¢ £ + ¥ § ¤ ' ¢ § ¤ 9 ¥ - ¢

¥ ¢ ¢ § ¤

m g Û p

¥ § ¤ ' ¢ § ¤ ¦ ' ¦ § ¥ ¤ ¦ ¥ § - 3 ¦ 9 ¥ § ¥ ¤ ¤ ¦ $ ¦ $ ¢ 3 9 ' $ ¥ ¢ £ ¤ ¢ - 3 ¤ + ¢ ' § £ ¤ ¢ , ¢ ¢

¤ + ¢ ¤ ¤ ¥ £ $ ¢ ¢ + ¦ 9 ¢ ¥ § ¦ ; ¢ ¦ ¦ § ¤ + ¢ ¥ § ¤ ' ¢ § ¤ $ ¥ ¦ ¤ ¦ ¤ , ¥ § ¤ + ¢ ¥ ¤ ' $ ¢

m g Û

¤ ¦ ¤ + ¢ § ¥ ' ¦ § ¥ ¤ ¦ ¥ § 9 ¢ £ $ ¥ ¤ ¤ ¢ 9 ¥ ¤ + ¤ ¦ $ £ ¦ £ , 6 6 ¢ ¦ 2 ¥ £ , £ ¦ § § ¢ £ ¤ £ ¦ $ ¥ §

m g Û u

¦ § ¢ ¤ + ¤ ¦ ¢ § ¦ ¤ 6 3 ' ¦ ¢ ¤ + § Q $ ¢ £ ¢ § ¤ - 3 6 ¦ ' ¢ ¦ § ¤ + ¢ ¥ § ¤ ' ¢ § ¤ À £ ¢

¢ £ ¦ ¤ + ¢ ¤ - ¥ ¥ ; ¢ ¢ ¥ § ¥ § £ ¥ § ¤ + ¢ ¦ # 3 ¢ § £ ¦ § £ ¢ § ¤ ¤ ¥ ¦ § § - ¦ ' ¢ ¤ ¥ £ $ ¢ ¢ 0

m g Û

$ ¦ $ ¢ ¢ ¥ § + ¦ + 6 ¢ ¤ 9 ¦ $ ¢ £ ¢ § ¤ ¦ # 3 ¢ § - 3 6 ¦ ' ¢ ¦ ¢ ¢ 6 ¢ ¦ ¦ # 3 ¢ § ¢ + ¥ + ¢ : ¥ ¤ ' 3

¥ § ¥ £ ¤ ¢ ¤ + ¤ ¥ ¥ - ¢ ¥ § 9 § ¥ § ¤ ¦ ¤ + ¢ 3 ¤ ¢ ' ¥ 6 ¥ § ¢ ¢ ¥ §

m g Û q

m g Û

H = D E I J K K L = M Y B D M O J O C N D O Ú = Z [ K J D @ = D E D = K ¹ M J M

¡ ' $ ¥ § ¦ § ¥ ¤ ¦ ¢ ¤ ¢ ' ¥ § ¢ 6 ¦ ' ¢ $ ¢ £ ¢ § ¤ ¢ \ £ ¦ § £ ¢ § ¤ ¤ ¥ ¦ § ¦ ¢ £ + £ ¦ § ¤ ¥ ¤ ¢ § ¤ £ § - ¢

£ £ ¦ ' $ ¥ + ¢ ¤ + ¦ + ¤ + ¢ ¢ ¦ £ § ¥ ¤ ¢ 9 + ¥ £ + ¢ $ ¢ £ ¥ ¥ £ 3 ¢ ¥ § ¢ ¦ § ¥ § 3 ¥

¡ ¢ 6 ¢ § 3 ¤ ¥ £ ' ¢ ¤ + ¦ ¢ 6 ¥ - ¢ ¤ ¦ ¢ ¤ ¢ ' ¥ § ¢ ¤ + ¢ £ ¦ § £ ¢ § ¤ ¤ ¥ ¦ § ¦ 6 ¥ ¢ ¤ 3 ¦ £ ¦ § ¤ ¥ ¤ ¢ § ¤

G 3 $ ¥ £ 3 : § ¥ § 3 ¥ ¦ ¤ + ¥ ¤ 3 $ ¢ ¥ $ ¢ ¦ ' ¢ ¤ ¦ ¢ ¤ ¢ ' ¥ § ¢ ¤ + ¢ § ¦ § ' ¢ ¤ + § ¢ ¦ § ¥ £

£ ¦ ' $ ¦ § ¢ ' ¥ ¥ ¦ § ¤ ¢ ¦ G ¥ ¢ ¤ ¢ ¤ ¥ § § ¢ ¤ + ¢ ¢ § 0 ¥ 0 £ ¤ 4 G ¥ ¤ ¢ Á ¡ - $ ¤ & Q ( ! 5

¦ ¤ ¦ $ ¥ £ ¥ ¢ § ¤ ¥ ¥ £ ¤ ¥ ¦ § ¦ § ¥ ' ¢ ¤ + § ¢ £ § - ¢ £ £ ¦ ' $ ¥ + ¢ ¤ ¦ ¥ ¢ § ¤ ¥ 3 ¦ § ¢ ¦ £ ¢ ¦ ' ¢ ¤ + § ¢ ¦ '

§ ¦ ¤ + ¢ § ¤ + ¥ £ ¢ : ¥ ¦ ¤ ¦ $ ¢ ¦ £ - ¦ § § + 3 ¦ ¢ § ¥ § ¤ + ¢ ' ¢ ¤ + § ¢ ¢ § 3 ; ¢ ¤ ¦ ¢ ¤ ¢ ' ¥ § ¢ ¤ + ¢

' ¢ ¤ + § ¢ ¦ £ ¢

e NC Division of Waste Management - Solid Waste Section Landfill Gas Monitoring Data Form

Notice: This form and any information attached to it are "Public Records" as defined in NC General Statute 132-1. As such, these documents are available for inspection and examination by any person upon request (NC General Statute 132-6).

Facility Name: Permit Number:

Sampling Date: NC Landfill Rule (.0500 or .1600):

Sample Collector Name & Position:

Gas Meter Type & Serial Number: Gas Meter Calibration Date:

Field Calibration Date & Time:

Field Calibration Gas Type (15/15 or 35/50): Field Calibration Gas Canister Expiration Date:

Gas Meter Pump Rate:

Ambient Air Temperature: Barometric Pressure (in. or mm Hg): Weather Conditions:

Instructions: Under “Location or LFG Well”, list monitoring well # or describe monitoring location (e.g., inside field office). Attach a test location map or drawing. Report methane readings as both % LEL and % CH4 by volume. Convert % CH4 (by volume) to % LEL as follows: % methane (by volume)/20 = % LEL. *Hydrogen Sulfide (H2S) gas monitoring may be required for Construction & Demolition Landfills (CDLFs). See individual permit conditions and/or Facility LFG monitoring plan.

Sample Time Location or Tube Time of Pumped Initial Stabilized % CH4 % O2 % CO2 % H2S* LFG Well ID NOTES Purge Day (sec) % LEL % LEL (volume) (volume) (volume) (volume)

NOTE: If needed, attach additional data forms to include additional LFG monitoring data locations for the facility.

ACTION LEVELS: Methane: >1.25% by volume (inside structures) AND >5% by volume (at facility boundary) Hydrogen Sulfide: >1% by volume (inside structures) AND >4% by volume (at facility boundary)

Certification To the best of my knowledge, the information reported and statements made on this data submittal and attachments are true and correct. I am aware that there are significant penalties for making any false statement, representation, or certification including the possibility of a fine and imprisonment.

SIGNATURE TITLE Revised – March 6, 2017

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APPENDIX C

Landfill Gas Monitoring Data Form

Facility Name: ______Permit Number: ______Date of Sampling: ______Personnel: ______Gas Monitor Type & Serial No: ______Calibration Date: ______Field Calibration Date & Time: ______Calibration Gas Type: ______General Weather Conditions: ______Barometer : ______

Well Time Location or Instr. CH CH Time Pressure Pumped 4 4 H2S Notes LFG GW ID purged (%LEL) (%Vol) (InWg) (sec.) (ppm)

Abbreviations: GW = Gas Well LEL = Lower Explosive Limit

Limits: CH4 LEL = 5% Volume H2S LEL =4% Vol H2S IDLH = 100 ppm

APPENDIX D

SWS November 2014 Memo on Document Submittal

North Carolina Department of Environment and Natural Resources Division of Waste Management Pat McCrory John E. Skvarla, III Governor Secretary November 5, 2014

MEMORANDUM

To: Solid Waste Directors, Public Works Directors, Landfill Operators, and Landfill Owners

From: Solid Waste Section

Re: Groundwater, Surface Water, Soil, Sediment, and Landfill Gas Electronic Document Submittal

The Solid Waste Section is continuing its efforts to improve efficiencies in document management. All groundwater, surface water, soil, sediment, and landfill gas documents submitted to the Solid Waste Section are stored electronically and are made readily available for the public to view on our webpage. Please remember that hard copies/paper copies are not required, and should not be submitted. The submittal of these electronic documents following a consistent electronic document protocol will also assist us in our review. Please follow these procedures when submitting all groundwater, surface water, soil, sediment, and landfill gas documents to the Solid Waste Section.

Submittal Method and Formatting x All files must be in portable document format (pdf) except for Electronic Data Deliverables (EDDs) unless otherwise specified by the Solid Waste Section. All pdf files should meet these requirements: o Optical Characteristic Recognition (OCR) applied; o Minimum of 300 dpi; o Free of password protections and/or encryptions (applies to EDDs as well); o Optimized to reduce file size; and o Please begin using the following naming convention when submitting all electronic files: Permit Number (00-00)_Date of Document (YYYYMMDD). For example: 00-00_20140101. x Please submit all files via email or by file transfer protocol (FTP) via email to the appropriate Hydrogeologist unless otherwise specified by the Solid Waste Section. If the electronic file is greater than 20 MB, please submit the file via FTP or on a CD. If submitting a CD, please mail the CD to the appropriate Hydrogeologist. The CD should be labeled with the facility name, permit number, county, name of document, date of monitoring event (if applicable), and the date of document. x Please be sure a signed Environmental Monitoring Data Form is submitted as part of the electronic file for all water quality and landfill gas documents (monitoring, alternate source demonstration, assessment, investigation, corrective action). This completed form should be the first page of the document before the cover/title page and should not be submitted as an individual file. Blank forms can be downloaded at http://www.wastenotnc.org/swhome/EnvMonitoring/NCEnvMonRptForm.pdf

Monitoring Data Monitoring data documents may include any or all of the following: 1) groundwater and surface water monitoring; 2) soil and sediment, and 3) landfill gas monitoring. In addition to the above procedures, at a minimum, please include the following:

Groundwater and Surface Water Monitoring x A copy of the laboratory report(s). x A copy of the sampling log(s). x A separate table of detections and exceedances for each monitoring location. 1

1646 Mail Service Center, Raleigh, North Carolina 27699-1646 2090 US Highway 70, Swannanoa, North Carolina 28778-82111 Phone: 919-707-8200 Phone: 828-296-4500 http://portal.ncdenr.org/web/wm/ An Equal Opportunity / Affirmative Action Employer

o All analytical results should be reported in micrograms per liter (ug/L) except for field parameters and specific Monitored Natural Attenuation (MNA) parameters. o Please also include the laboratory’s method detection limit (MDL) in ug/L, the Solid Waste Section Limit (SWSL) in ug/L, the appropriate NC regulatory standard in ug/L (2L, 2B, GWPS, IMAC), and the Federal Maximum Contaminant Level (MCL) in ug/L. o Please BOLD each exceedance result. x A separate table of field parameters for each monitoring location. x An Electronic Data Deliverable (EDD) spreadsheet for each monitoring event submitted in the correct format. All analytical results should be reported in micrograms per liter (ug/L) except for field parameters and specific Monitored Natural Attenuation (MNA) parameters. The blank EDD template can be downloaded at http://www.wastenotnc.org/swhome/enviro_monitoring.asp. Please pay attention to the formats within the spreadsheet. Any EDD received that is not formatted correctly will be emailed back to be resubmitted via email within five (5) days. x A separate groundwater monitoring well construction table. o Please also include the date the well was drilled, well diameter, total well depth, depth to top of screened interval (in feet), screened interval (in feet), geology of screened interval, TOC elevation, ground elevation, groundwater elevation, GPS coordinates (latitude and longitude), and depth to water (in feet). x A separate groundwater table with groundwater flow rate(s). x A recent facility figure that includes labeled groundwater and surface water monitoring locations. x A groundwater flow map with an arrow(s) indicating flow direction(s), including date the measurements were taken.

Soil and Sediment Sampling x A copy of the laboratory report(s). x A copy of the sampling log(s). x A separate table of detections and exceedances for each sampling location. o Please also include the results in micrograms per liter (ug/L), the laboratory’s method detection limit (MDL) in ug/L, and the appropriate NC regulatory standard (PSRG) in ug/L. o Please BOLD each exceedance result. x A separate table of soil and/or sediment characteristics. x A recent facility figure that includes labeled sampling locations.

Landfill Gas Monitoring x A blank Landfill Gas Monitoring Data Form can be found within the Landfill Gas Monitoring Guidance document and can be downloaded at http://portal.ncdenr.org/c/document_library/get_file?uuid=da699f7e-8c13-4249-9012- 16af8aefdc7b&groupId=38361. x A separate table of landfill gas detections and exceedances for each monitoring location. Please BOLD each exceedance result. x A recent facility figure that includes labeled landfill gas monitoring locations (both permanent and temporary).

If you have any questions or concerns regarding electronic submittals, please feel free to contact the Hydrogeologist overseeing your facility. The Solid Waste Section greatly appreciates your assistance on this matter. Working together, we can continue to provide excellent customer service to you and to the public. x Jackie Drummond, Asheville Regional Office, 828-296-4706, [email protected] x Ervin Lane, Raleigh Central Office, 919-707-8288, [email protected] x Elizabeth Werner, Raleigh Central Office, 919-707-8253, [email protected] x Christine Ritter, Raleigh Central Office, 919-707-8254, [email protected] x Perry Sugg, Raleigh Central Office, 919-707-8258, [email protected]

APPENDIX E

Certification of Professional Geologist or Engineer

LANDFILL GAS MONITORING PLAN John’s River Waste Management Facility Burke County, NC Permit No. 12-03

Certification of Professional Geologist or Engineer

The landfill gas monitoring plan for this facility has been prepared by a qualified geologist or engineer who is licensed to practice in the State of North Carolina. The plan has been prepared based on first-hand knowledge of site conditions and familiarity with North Carolina solid waste rules and industry standard protocol. This certification is made in accordance with North Carolina Solid Waste Regulations, indicating this Landfill Gas Monitoring Plan should provide early detection of landfill gas migration, so as to be protective of public health and the environment. No other warranties, expressed or implied, are made.

Signed:

Printed: G. Van Ness Burbach, Ph.D., P.G.

Date: February 24, 2017