Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink About5901_MartinMSWLF_20180328_GWMReportDocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A This page intentionally left blank. DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A November 2017 Groundwater Monitoring Report Martin County Landfill Facility NC Solid Waste Permit No. 59-01 Prepared for: Martin County Solid Waste Management Williamston, North Carolina March 2018 Prepared by: © 2018 Smith Gardner, Inc. This document is intended for the sole use of the client for which it was prepared and for the purpose agreed on by the client and Smith Gardner, Inc. DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A This page intentionally left blank. DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A November 2017 Groundwater Monitoring Report Martin County Landfill Facility NC Solid Waste Permit No. 59-01 Prepared For: Martin County Solid Waste Management Williamston, North Carolina S+G Project No. MARTIN 11-2 Madeline German, P.G. Geologist Joan Smyth, P.G. Senior Hydrogeologist March 2018 DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A 3/28/2018 3/28/2018 This page intentionally left blank. DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A Martin County Landfill November 2017 Groundwater Monitoring Report March 2018 Table of Contents Page i Martin County Landfill NC Solid Waste Permit No. 59-01 November 2017 Groundwater Monitoring Report Table of Contents Page 1.0 INTRODUCTION ......................................................................................................... 1 2.0 SITE GEOLOGY ........................................................................................................... 1 3.0 SAMPLING LOCATIONS ............................................................................................. 1 4.0 SAMPLING PROCEDURES ......................................................................................... 1 5.0 FIELD AND LABORATORY RESULTS .......................................................................... 2 5.1 Field Results .............................................................................................................. 2 5.2 Laboratory Analysis ................................................................................................... 2 5.3 Laboratory Results .................................................................................................... 2 5.3.1 Inorganic Constituents .................................................................................. 2 5.3.1.1 MSW Landfill ................................................................................... 3 5.3.1.2 C&D Landfill .................................................................................... 3 5.3.2 Organic Constituents .................................................................................... 3 5.3.2.1 MSW Landfill ................................................................................... 3 5.3.2.2 C&D Landfill .................................................................................... 3 5.3.3 Surface Water Results .................................................................................. 3 6.0 GROUNDWATER CHARACTERIZATION ...................................................................... 4 7.0 CONCLUSIONS .......................................................................................................... 4 FIGURES Figure 1 Groundwater Potentiometric Map TABLES Table 1 Groundwater Elevations Table 2 Field Parameters Table 3 Detected Inorganic Constituents Table 4 Detected Organic Constituents APPENDICES Appendix A Well Logs Appendix B Laboratory Analytical Results DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A This page intentionally left blank. DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A Martin County Landfill November 2017 Groundwater Monitoring Report March 2018 Page 1 1.0 INTRODUCTION The Martin County Landfill, currently operating under Solid Waste Permit # 59-01. The facility includes a closed, unlined MSW landfill and an active C&D landfill that are required to perform semi-annual groundwater monitoring under rule 15A NCAC 13B .0510 and .0544 respectively. This report presents the results from the groundwater monitoring event performed on November 27, 2017; and includes laboratory analyses, summary tables and laboratory analytical reports. 2.0 SITE GEOLOGY The Martin Co. Landfill is located off McCaskey Road near Williamston in the Coastal Plain physiographic province. According to the Geologic Map of North Carolina (1985) this area is underlain by the Yorktown Formation. The Yorktown Formation is characterized by fossiliferous clay with varying amounts of fine-grained sand, and bluish gray shell material commonly concentrated in lenses. 3.0 SAMPLING LOCATIONS 3.1 Well Re-Labeling A recent investigation related to the well names revealed Environment 1 had been referring to MW-2 and MW-3 opposite of what S+G had shown on past site maps. For this event and events moving forward S+G and Environment 1 have the same well naming convention. Laboratory data was not affected as S+G updated their map to match the laboratory provided well names. 3.2 Locations this Event Samples were collected from four groundwater monitoring wells (MW-1, MW-2, MW-3 and MW-4) associated with the closed MSW landfill and from three groundwater monitoring wells (CDW-2R, CDW-5 and CDW-6) associated with the active C&D landfill. Four surface water locations (SW-1, SW-2, SW-3 and CDSW-2) are monitored for the facility. SW-2 was not sampled this event because it was dry. MW-1 serves as the facility background well. Available well logs and related well construction information are presented in Appendix A. 4.0 SAMPLING PROCEDURES Environment 1 personnel conducted the monitoring network sampling event November 27, 2017. Reported sampling methods followed the protocol outlined in the North Carolina Water Quality Monitoring Guidance Document for Solid Waste Facilities (NCDENR, DWM) and the Site DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A Martin County Landfill November 2017 Groundwater Monitoring Report March 2018 Page 2 Groundwater Monitoring Plan1. The depth to water in each well was gauged to determine groundwater depth then purged three to five well volumes or until dry. Water table elevations are included in Table 1. Samples were reportedly collected by Environment 1 personnel in laboratory prepared containers for the specified analytical procedures. Groundwater samples were properly preserved, placed on ice, and transported to the laboratory facility (Environment 1, Inc. Wastewater ID: 10), within the specified hold times for each analysis. 5.0 FIELD AND LABORATORY RESULTS 5.3 Field Results Field measurements for groundwater depth, pH, temperature and specific conductance were collected for each location sampled during this monitoring event. Results are generally consistent with previous monitoring events. Field measurements are included in Table 2. 5.4 Laboratory Analysis Samples were transported to the Environment 1 laboratory facility in Greenville, NC under proper chain of custody and analyzed for Appendix I constituents using the SWS approved methods indicated on the laboratory report. Samples related to the closed MSW were analyzed for the Appendix I list of metals and VOCs; the active C&D landfill samples were analyzed for Appendix I VOCs and the 8 RCRA metals. The laboratory analytical report is included as Appendix B. 5.5 Laboratory Results Analytical results were compared to the NCDWM Solid Waste Section Quantitation Limits (SWSLs) 2, 15A NCAC 2L.0200 (2LStandard) and the EPA established Federal Maximum Contaminant Limits (MCL) for groundwater samples; and the 15A NCAC 2B Standard for Class C waters (2B Standards) for surface water samples. Most constituents were reported either below the method detection limit (MDL) or were laboratory identified “J-values” indicating a concentration between the MDL and SWSL. 5.5.1 Inorganic Constituents Detected inorganic constituents are presented in Table 3. 1 Water Quality Monitoring Plan, Martin County C&D Landfill, January 2012. Richardson Smith Gardner and Associates, Inc. 2 New Guidelines for Electronic Submittal of Environmental Monitoring Data Memo, NCDENR – Solid Waste Section, October 27, 2006 DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A Martin County Landfill November 2017 Groundwater Monitoring Report March 2018 Page 3 5.5.1.1 MSW Landfill Four inorganic constituents were reported at concentrations above their 2L Standard in MSW landfill samples collected this event: Arsenic (MW-4) Cadmium (MW-2) Vanadium (MW-1, MW-2, MW-3 and MW-4) Zinc (MW-3) Due to abnormally high zinc concentrations in the collected sample a resample and analysis was performed for zinc in MW-3. Resample analysis confirmed the high concentrations. Additional investigation related to MW-3 will be conducted up to and including the May semi-annual sampling event, to determine the best course of action. 5.5.1.2 C&D Landfill Arsenic in CDW-2R was the only inorganic parameter detected above its 2L Standard in C&D landfill samples collected this event. 5.5.2 Organic Constituents Detected organic parameters are presented in Table 4. 5.5.2.1 MSW Landfill Laboratory analysis for the MSW landfill this monitoring event indicated two organic constituents were detected above their 2L Standards in the samples collected this event:  Benzene (MW-2 and MW-4)  Vinyl Chloride (MW-3 and MW-4). 5.5.2.2 C&D Landfill Tetrahydrofuran was reported above the MDL in the samples from CDW- 2R; CDW-5; and CDW-6. A 2L Standard has not been established for Tetrahydrofuran. No other organics were reported detected in C&D samples collected this event. 5.5.3 Surface Water Results DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A Martin County Landfill November 2017 Groundwater Monitoring Report March 2018 Page 4 No inorganic or organic parameters were reported at concentrations above their 2B Standards in facility surface water samples collected this event. 6.0 GROUNDWATER CHARACTERIZATION A potentiometric surface map was prepared from groundwater elevation data collected during this sampling event. The data indicates that groundwater is flowing generally to the north and east across most of the site. Hydraulic conductivity data is not available for these wells; therefore, groundwater velocities could not be calculated. The potentiometric surface map is provided as Figure 1. 7.0 CONCLUSIONS Results from this monitoring event indicate arsenic, cadmium, vanadium and zinc were detected at concentrations above their Standards in collected samples. These inorganic constituents are naturally occurring in North Carolina soils, and likely influenced results to be “biased high” due to these naturally occurring constituents. Zinc concentrations in MW-3 will be further investigated to determine the appropriate response. The organic constituents benzene and vinyl chloride continue to be detected, at low concentrations similar to previous sampling events, in samples from the MSW landfill site. We will continue to watch these parameters. The next groundwater monitoring event is scheduled for May 2018. A report with laboratory analysis will be submitted to NCDEQ in accordance with 15A NCAC 13B .0544. DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A FIGURES November 2017 Groundwater Monitoring Report Martin County Landfill Solid Waste Permit No. 59-01 DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A This page intentionally left blank. DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A TOC=50.81 DTW=14.20 GWE=36.61 MW-4 TOC=37.58 DTW=9.00 GWE=28.58 CDW-5 TOC=44.41 DTW=4.25 GWE=40.16 TOC=47.51 DTW=11.11 GWE=36.40 CDW-2R TOC=50.81 DTW=14.20 GWE=36.61 MW-4 TOC=66.96 DTW=10.23 GWE=56.73 MW-1 TOC=38.01 DTW=2.00 GWE=36.01 MW-2 TOC=37.58 DTW=9.00 GWE=28.58 CDW-5 TOC=44.41 DTW=4.25 GWE=40.16 CDW-6 TOC=47.51 DTW=11.11 GWE=36.40 CDW-2R TOC=31.88 DTW=1.34 GWE=30.54 MW-3 G:\CAD\Martin County\Martin 11-2\sheets\MARTIN-B0035.dwg - 1/23/2018 4:35 PMDRAWN:APPROVED:PROJECT NO:SCALE:FILENAME:DATE:FIGURE NO.PREPARED BY:PREPARED FOR:SMITH14 N. Boylan Avenue, Raleigh NC 27603NC LIC. NO. F-1370 (ENGINEERING)919.828.0577GARDNER+© 2018 Smith Gardner, Inc.MARTIN COUNTYGROUNDWATER POTENTIOMETRIC MAPNOVEMBER 2017A.P.D.M.M.G.AS SHOWNFIG. 1Jan 2018MARTIN 11-2MARTIN-B0035MW-1 TOC = DTW = GWE = DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A This page intentionally left blank. DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A TABLES November 2017 Groundwater Monitoring Report Martin County Landfill Solid Waste Permit No. 59-01 DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A This page intentionally left blank. DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A Table 1Groundwater Elevation DataMartin County LandfillNovember 27, 2017By: MGDate: 1/9/2018WellWell Installation DateLatitude LongitudeWell Diameter (inches)Total Well Depth (ft bgs)Ground Surface Elevation (ft amsl)TOC Elevation (ft amsl)Depth to Water (ft)Water Table Elevation (ft bgs)Screen Interval (feet bgs)Screen GeologyMW-1 3/13/1990 35.8634939 77.09609617 2 20.28 65.09 66.96 10.23 56.73 8.5-18.5 clayey sandMW-2 3/13/1990 35.8677478 77.09151019 2 19.76 29.96 31.88 1.34 30.54 6-16 clayey sandMW-3 3/13/1990 35.8683731 77.09290892 2 19.00 35.74 38.01 2.00 36.01 6-16 clayey sandMW-4 10/19/1994 35.8644798 77.09289636 2 20.5837.00 250.81 14.20 36.61 3-18 clayey sandCDW-2R NA 35.8642582 77.09237042 2 22.8737.51 247.51 11.11 36.40 NA NACDW-5 8/16/2012 35.8647774 77.09113475 2 18.6729.21 237.58 9.00 28.58 5-15 silty sandCDW-6 8/16/2012 35.8639916 77.09079233 2 18.4940.23 244.41 4.25 40.16 5-15 silty sandNote:Well locations and elevations provided by Roanoke Land Surveying (RLS) survey dated 4/3/1990.CDW wells not yet surveyed, TOC is estimated from map elevation and tapemeasured stick-upNA= Data Not AvailableTotal Well Depth & Depth to Water from Environment 1 lab report dated 01/2/2018 Client ID #60232Ground Surface approximate for MW-4, CDW-2R, CDW-5, & CDW-6Z:\Projects\Groundwater Monitoring\Groundwater Monitoring Reports\Martin County\11. November 2016\November 16 Martin gw TablesDocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A Table 2Field ParametersMartin County LandfillNovember 27, 2017By: MGDate: 1/15/2018Well Identification #Temperature (°Celsius)Specific Conductivity (uMhos/cm)pH (SU)MW-119 217 3.8MW-215 711 5.1MW-314 1083 6.5MW-415 1232 5.9CDW-2R19 1052 6.1CDW-519 756 4.3CDW-615 1522 6.0SW-17 327 5.9SW-310 339 6.4CDSW-211 288 6.1Note:Data from Environment 1 laboratory report dated 01/02/2018, Client ID# 6023Field perameters were not collected from SW-2 this event because the location was dry at the time of sample collection.Z:\Projects\Groundwater Monitoring\Groundwater Monitoring Reports\Martin County\11. November 2016\November 16 Martin gw TablesDocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A Table 3Detected Inorganic ConstituentsMartin County LandfillNovember 27, 2017By: JMDate: 1/10/2018Constituent MDL SWSL2L or GWPMCL 2B MW-1 MW-2 MW-3 MW-4 CDW-2R CDW-5 CDW-6 SW-1 SW-3 CDSW-2Antimony 0.06 6 1* 6 640 <0.06 <0.06 <0.06 0.16 J NS NS NS <0.06 <0.06 NSArsenic 0.07 10 10 10 10 0.89 J 1.7 J 0.97 J58 161.4 J 8 J 0.96 J 1.2 J 0.85 JBarium 0.07 100 700 2000 200000 59 J 210 213 90.9 J 164 20.4 J 191 63.2 J 82.1 J 73.7 JBeryllium 0.07 1 4* 4 6.5 <0.07 3 <0.07 <0.07 NS NS NS <0.07 <0.07 NSCadmium 0.08 1 2 5 2 0.77 J30.32 J <0.08 0.25 J 0.92 J 0.17 J <0.08 <0.08 <0.08Cobalt 0.24 10 1* NE 4 <0.24 0.6 J <0.24 0.52 J NS NS NS 0.29 J 0.97 J NSChromium, total 0.08 10 10 100 50 <0.08 <0.08 <0.08 0.69 J 0.29 J <0.08 1.5 J <0.08 <0.08 <0.08Copper 0.09 10 1000 1300 7 0.38 J 0.74 J 1.2 J 1 J NS NS NS 0.36 J 0.44 J NSLead 0.08 10 15 15 25 0.1 J <0.08 <0.08 4.4 J 0.12 J 0.46 J 0.36 J 0.19 J 0.43 J 0.24 JNickel 0.08 50 100 NE 88 0.6 J 3.7 J 2.7 J 2.3 J NS NS NS 1.4 J 1.4 J NSSelenium 0.51 10 20 50 5 <0.51 3.9 J 3.0 J 2.3 J 2.3 J 3.3 J 7.3 J 0.94 J 0.8 J 0.62 JVanadium 0.24 25 0.3* NE NE1.1 J 8.1 J 0.86 J 3.0 JNS NS NS 3.4 J 1.6 J NSZinc 0.66 10 1000 5000 50 3.9 J 1238192.8 J NS NS NS 7.0 J 6.6 J NSNOTE:MDL -Method Detection LimitTable Data is presented in ug/l.SWSL - Solid Waste Section Quantitation Limit2L -Groundwater Standards (15A NCAC 2L 0200)GWP -Groundwater Protection Standard (identified by *)MCL - Federal Maximum Contaminant Limit2B -NCAC 2B Standard for Class C watersBold- Concentration above 2L or GWP standard< MDL -Constituent not detected above the MDLJ - Laboratory defined concentration between the MDL and SWSLNE - Standard Not EstablishedNS - Constituent not analyzedNA - Parameter not analyzedData from Environment 1 laboratory report dated 01/02/2018, Client ID# 6023Z:\Projects\Groundwater Monitoring\Groundwater Monitoring Reports\Martin County\11. November 2016\November 16 Martin gw TablesDocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A Table 4Detected Organic ConstituentsMartin County LandfillNovember 27, 2017By: JMDate: 1/10/2018Constituents MDL SWSL 2L MCL 2B MW-2 MW-3 MW-4 CDW-2R CDW-5 CDW-6 SW-31,1-Dichloroethane 0.20 5 6 NE 100 0.60 J 0.20 J 1.1 J <0.20 <0.20 <0.20 0.2 J1,2-Dichlorobenzene 0.32 5 20 600 470 <0.32 <0.32 0.5 J <0.32 <0.32 <0.32 <0.321,4-Dichlorobenzene 0.39 1 6 75 100 <0.39 <0.39 5.6 <0.39 <0.39 <0.39 <0.39Benzene 0.24 1 1 5 512.10.6 J3.8<0.24 <0.24 <0.24 <0.24Chlorobenzene 0.30 3 50 100 140 3.8 0.8 J 18.3 <0.3 <0.3 0.4 J 1.4 JChloroethane 0.48 10 3000 NE NE <0.48 <0.48 <0.48 <0.48 <0.48 <0.48 <0.48Cis-1,2-Dichloroethene 0.25 5 70 70 720 0.8 J 2.1 J 0.3 J <0.25 <0.25 <0.25 <0.25Ethylbenzene 0.21 1 600 700 97 <0.21 0.3 J <0.21 <0.21 <0.21 <0.21 <0.21Tetrahydrofuran 0.39 NE NE NE NE NS NS NS 3.5 5.2 10.6 <0.39Toluene 0.23 1 600 1000 11 <0.23 <0.23 0.8 J <0.23 <0.23 <0.23 <0.23Vinyl Chloride 0.63 1 0.03 2 2.4 <0.631.2 6.4<0.63 <0.63 <0.63 <0.63Xylenes 0.68 5 500 10000 670 <0.68 <0.68 2.9 J <0.68 <0.68 <0.68 <0.68NOTE:MDL -Method Detection LimitSWSL - Solid Waste Section Quantitation Limit2L -Groundwater Standards (15A NCAC 2L 0200)MCL - Federal Maximum Contaminant Limit2B -NCAC 2B Standard for Class C watersBold Letters- Concentrations above 2L standard< MDL -Constituent not detected above the MDLJ - Laboratory identified as detected between MDL and SWSLNE - Standard not establishedNS - Parameter not AnalyzedSWSLs, 2L Standards and Results are presented in ug/l.Data from Environment 1 laboratory report dated 01/02/2018, Client ID# 6023Z:\Projects\Groundwater Monitoring\Groundwater Monitoring Reports\Martin County\11. November 2016\November 16 Martin gw TablesDocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A APPENDIX A Well Logs November 2017 Groundwater Monitoring Report Martin County Landfill Solid Waste Permit No. 59-01 DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A This page intentionally left blank. DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A FIELD BOREHOLE LOG BOREHOLE NUMBER PROJECT NAME: LOCATION: DRILLING CO: DRILLING METHOD: FIELD PARTY: GEOLOGIST: DATE BEGUN: COMPLETED: TOTAL DEPTH: TOP OF CASING ELEV.: Depth (ft) Time Date STATIC WATER LEVEL (from TOC)DEPTHBLOW COUNTSAMPLING METHODRECOVERYDRILL METHODDESCRIPTION LITHOLOGYWELLINSTALLATION0.0 5.0 10.0 15.0 0.0 5.0 10.0 15.0DEPTHSmith Gardner, Inc. 14 North Boylan Avenue, Raleigh NC 27603 (919) 828-0577 Page 1 of 1 GROUND ELEV.: NORTHING:EASTING:0 0 Per 6"FeetInchesFeetCDW-5 AIR ROTARY Martin County Williamston, NC Geologic Explorations, Inc. Vince Federle Madeline German 08/16/12 08/16/2012 15 feet bgs HSA SILTY SAND: brown silty sand SILTY SAND: light orange brown, silty sand with some clay, moist, SILTY SAND: light orange brown, silty sand, moist 17.5 feet 1315 08/16/2012 stick up estimated DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A FIELD BOREHOLE LOG BOREHOLE NUMBER PROJECT NAME: LOCATION: DRILLING CO: DRILLING METHOD: FIELD PARTY: GEOLOGIST: DATE BEGUN: COMPLETED: TOTAL DEPTH: TOP OF CASING ELEV.: Depth (ft) Time Date STATIC WATER LEVEL (from TOC)DEPTHBLOW COUNTSAMPLING METHODRECOVERYDRILL METHODDESCRIPTION LITHOLOGYWELLINSTALLATION0.0 5.0 10.0 15.0 0.0 5.0 10.0 15.0DEPTHSmith Gardner, Inc. 14 North Boylan Avenue, Raleigh NC 27603 (919) 828-0577 Page 1 of 1 GROUND ELEV.: NORTHING:EASTING:0 0 Per 6"FeetInchesFeetCDW-6 AIR ROTARY Martin County Williamston, NC Geologic Explorations, Inc. Vince Federle Madeline German 08/16/12 08/16/2012 15 feet bgs HSA SILTY SAND: grey brownish orange, soft, moist SILTY SAND: light brownish orange, silty clay, moist SILTY SAND: grey brown, silty sand, wet 17.5 feet 1130 08/16/2012 stick up estimated DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A This page intentionally left blank. DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A APPENDIX B Laboratory Analytical Results November 2017 Groundwater Monitoring Report Martin County Landfill Solid Waste Permit No. 59-01 DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A This page intentionally left blank. DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A This page intentionally left blank. DocuSign Envelope ID: B705DC19-A2E5-424D-B96D-20FF64D3A02A