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Home My WebLink About5901_MartinMSWLF_20170804_GWMReportDocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 This page intentionally left blank. DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 May 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 July 2017 Prepared by: © 2017 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: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 This page intentionally left blank. DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 May 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 Wesley Wheless Staff Geologist Madeline German, P.G. Project Geologist July 2017 DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 8/4/2017 8/4/2017 This page intentionally left blank. DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 Martin County Landfill May 2017 Groundwater Monitoring Report July 2017 Table of Contents Page i Martin County Landfill NC Solid Waste Permit No. 59-01 May 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 ................................................................................... 2 5.3.1.2 C&D Landfill .................................................................................... 2 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 ............................................................................... 3 7.0 CONCLUSIONS .................................................................................................................... 3 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: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 This page intentionally left blank. DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 Martin County Landfill May 2017 Groundwater Monitoring Report July 2017 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 May 31, 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 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 May 31, 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 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. 1 Water Quality Monitoring Plan, Martin County C&D Landfill, January 2012. Richardson Smith Gardner and Associates, Inc. DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 Martin County Landfill May 2017 Groundwater Monitoring Report July 2017 Page 2 5.0 FIELD AND LABORATORY RESULTS 5.1 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. 5.2 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. 5.3 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 an estimated or non-quantifiable value. 5.3.1 Inorganic Constituents Detected inorganic constituents are presented in Table 3. 5.3.1.1 MSW Landfill The inorganic constituent Arsenic (MW-4) was the only constituent reported at a concentration above its 2L Standard in samples collected this event: 5.3.1.2 C&D Landfill Arsenic in CDW-2R was the only inorganic parameter detected above its 2L Standard this event. 2 New Guidelines for Electronic Submittal of Environmental Monitoring Data Memo, NCDENR – Solid Waste Section, October 27, 2006 DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 Martin County Landfill May 2017 Groundwater Monitoring Report July 2017 Page 3 5.3.2 Organic Constituents Detected organic parameters are presented in Table 4. 5.3.2.1 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 (MW2; MW-3; and MW-4) • Vinyl Chloride (MW-3 and MW-4). 5.3.2.2 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. 5.3.3 Surface Water Results No inorganic or organic parameters were reported at concentrations above their 2B Standards in facility surface water samples collected this event. Tetrahydrofuran was reported as a j-qualified detection in the sample collected from CDSW-2, no standard has been established for this parameter. 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 concentrations of arsenic were detected above its 2L Standard in collected samples. This inorganic constituent is naturally occurring in North Carolina soils, and likely sample turbidity influenced results to be “biased high” due to these naturally occurring constituents. 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 November 2017. A report with laboratory analysis will be submitted to NCDEQ in accordance with 15A NCAC 13B .0544. DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 This page intentionally left blank. DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 FIGURES May 2017 Groundwater Monitoring Report Martin County Landfill Solid Waste Permit No. 59-01 DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 This page intentionally left blank. DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 TOC=47.51 DTW=10.75 GWE=36.76 CDW-2R TOC=50.81 DTW=13.25 GWE=37.56 MW-4 TOC=37.58 DTW=9.06 GWE=28.52 CDW-5 TOC=44.41 DTW=4.50 GWE=39.91 TOC=47.51 DTW=10.75 GWE=36.76 CDW-2R TOC=50.81 DTW=13.25 GWE=37.56 MW-4 TOC=66.96 DTW=8.70 GWE=58.26 MW-1 TOC=31.88 DTW=1.40 GWE=30.48 MW-2 TOC=38.01 DTW=1.39 GWE=36.62 MW-3 TOC=37.58 DTW=9.06 GWE=28.52 CDW-5 TOC=44.41 DTW=4.50 GWE=39.91 CDW-6 G:\CAD\Martin County\Martin 11-2\sheets\MARTIN-B0034.dwg - 7/20/2017 3:58 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+© 2017 Smith Gardner, Inc.MARTIN COUNTYGROUNDWATER POTENTIOMETRIC MAPMAY 2016C.T.J.M.M.G.AS SHOWNFIG. 1Jul 2017MARTIN 11-2MARTIN-B0034MW-1 TOC = DTW = GWE = DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 This page intentionally left blank. DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 TABLES May 2017 Groundwater Monitoring Report Martin County Landfill Solid Waste Permit No. 59-01 DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 This page intentionally left blank. DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 Table 1 Groundwater Elevation Data Martin County Landfill May 31, 2017 By: WW Date: 7/11/2017 Z:\Projects\Groundwater Monitoring\Groundwater Monitoring Reports\Martin County\11. November 2016\November 16 Martin gw Tables Well Well Installation Date Latitude Longitude Well 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 Geology MW-1 3/13/1990 35.8634939 77.09609617 2 20.28 65.09 66.96 8.70 58.26 8.5-18.5 clayey sand MW-2 3/13/1990 35.8677478 77.09151019 2 19.76 29.96 31.88 1.40 30.48 6-16 clayey sand MW-3 3/13/1990 35.8683731 77.09290892 2 19.00 35.74 38.01 1.39 36.62 6-16 clayey sand MW-4 10/19/1994 35.8644798 77.09289636 2 20.58 37.00 2 50.81 13.25 37.56 3-18 clayey sand CDW-2R NA 35.8642582 77.09237042 2 22.87 37.51 2 47.51 10.75 36.76 NA NA CDW-5 8/16/2012 35.8647774 77.09113475 2 18.67 29.21 2 37.58 9.06 28.52 5-15 silty sand CDW-6 8/16/2012 35.8639916 77.09079233 2 18.49 40.23 2 44.41 4.50 39.91 5-15 silty sand Note: 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-up NA= Data Not Available Total Well Depth & Depth to Water from Environment 1 lab report dated 05/31/2017 Client ID #6023 2Ground Surface approximate for MW-4, CDW-2R, CDW-5, & CDW-6 DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 Table 2 Field Parameters Martin County Landfill May 31, 2017 By: WW Date: 7/11/2017 Z:\Projects\Groundwater Monitoring\Groundwater Monitoring Reports\Martin County\11. November 2016\November 16 Martin gw Tables Well Identification #Temperature (°Celsius) Specific Conductivity (uMhos/cm) pH (SU) MW-1 21 228 7.2 MW-2 22 681 5.2 MW-3 21 1468 6.4 MW-4 25 1096 6.1 CDW-2R 21 1045 6.4 CDW-5 22 744 4.8 CDW-6 21 1512 6.1 SW-1 22 263 6.4 SW-3 25 294 6.2 CDSW-2 25 310 6.6 Note: Data from Environment 1 laboratory report dated 05/31/2017, Client ID# 6023 Field perameters were not collected from SW-2 this event because the location was dry at the time of sample collection. DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 Table 3Detected Inorganic ConstituentsMartin County LandfillMay 31, 2017By: WWDate: 7/11/2017Constituent 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 0.12 J NS NS NS <0.06 <0.06 NSArsenic 0.07 10 10 10 10 0.39 J 0.39 J 0.59 J45 150.97 J 5.4 J 1.6 J 1.1 J 1.7 JBarium0.07 100 700 2000 200000 58.9 J 175 260 97.6 J 97.4 J 24.9 J 232 72.7 J 83.4 J 64.2 JBeryllium 0.07 1 4* 4 6.5 0.07 J 3 <0.07 <0.07 NS NS NS <0.07 <0.07 NSCadmium 0.08 1 2 5 2 0.32 J 0.32 J 0.2 J 0.28 J 0.52 J 0.45 J 0.21 J <0.08 <0.08 <0.08Cobalt0.24 10 1* NE 4 <0.24 0.32 J <0.24 0.53 J NS NS NS 1.4 J 1.6 J NSCopper0.09 10 1000 1300 7 1.3 J 0.82 J 0.62 J 1.1 J NS NS NS 0.62 J 0.37 J NSChromium 0.08 10 10 100 50 <0.08 <0.08 <0.08 0.54 0.19 J 0.79 J <0.08 <0.08 <0.08 0.19 JLead0.08 10 15 15 25 <0.08 <0.08 <0.08 <0.08 <0.08 <0.08 1.2 J 0.78 J 0.22 J <0.08Nickel0.08 50 100 NE 88 0.94 J 2.6 J 2.9 J 2.9 J NS <0.08 NS 1.6 J 1.6 J NSSelenium 0.51 10 20 50 5 <0.51 2.3 J 2.1 J 1.1 J 1.7 J 2.3 J 6.3 J 0.57 J <0.51 <0.51Silver0.08 10 20 100 0.06 <0.08 <0.08 <0.08 0.1 J NS NS NS <0.08 <0.08 NSVanadium 0.24 25 0.3* NE NE 0.67 J 4.1 J 0.35 J 1.9 J NS NS NS 1.3 J 0.51 J NSZinc0.66 10 1000 5000 50 4.5 J 3.9 J 3.8 J 6.9 J NS NS NS 6 J 2.9 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 analyzedData from Environment 1 laboratory report dated 05/31/2017, Client ID# 6023Z:\Projects\Groundwater Monitoring\Groundwater Monitoring Reports\Martin County\11. November 2016\November 16 Martin gw TablesDocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 Table 4 Detected Organic Constituents Martin County Landfill May 31, 2017 By: WW Date: 7/11/2017 Z:\Projects\Groundwater Monitoring\Groundwater Monitoring Reports\Martin County\11. November 2016\November 16 Martin gw Tables Constituents MDL SWSL 2L MCL 2B MW-2 MW-3 MW-4 CDW-2R CDW-5 CDW-6 CDSW-2 1,1-Dichloroethane 0.20 5 6 NE 100 0.6 J 0.3 J 0.7 J <0.2 <0.2 <0.2 <0.2 1,2-Dichlorobenzene 0.32 5 20 600 470 <0.32 <0.32 0.4 J <0.32 <0.32 <0.32 <0.32 1,4-Dichlorobenzene 0.39 1 6 75 100 <0.39 0.7 J 3.7 <0.39 <0.39 <0.39 <0.39 Benzene 0.24 1 1 5 51 1.5 1.6 3.5 <0.24 <0.24 0.3 J <0.24 Chlorobenzene 0.30 3 50 100 140 1.4 J 3.6 8.8 <0.3 <0.3 0.4 J <0.3 Chloroethane 0.48 10 3000 NE NE <0.48 <0.48 0.5 J <0.48 <0.48 <0.48 <0.48 Cis-1,2-Dichloroethene 0.25 5 70 70 720 0.7 J 3.6 J 0.4 J <0.25 <0.25 <0.25 <0.25 Tetrahydrofuran 0.39 NE NE NE NE NS NS NS 1.2 2.7 8.5 0.9 J Toluene 0.23 1 600 1000 11 <0.23 <0.23 0.6 J <0.23 <0.23 <0.23 <0.23 Vinyl Chloride 0.63 1 0.03 2 2.4 <0.63 1.8 4.3 <0.63 <0.63 <0.63 <0.63 Xylenes 0.68 5 500 10000 670 <0.68 <0.68 5.3 <0.68 <0.68 <0.68 <0.68 NOTE: MDL -Method Detection LimitSWSL-Solid Waste Section Quantitation Limit 2L -Groundwater Standards (15A NCAC 2L 0200) MCL -Federal Maximum Contaminant Limit 2B -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 SWSL NE -Standard not established NS -Parameter not Analyzed SWSLs, 2L Standards and Results are presented in ug/l. Data from Environment 1 laboratory report dated 05/31/2017, Client ID# 6023 DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 APPENDIX A Well Logs May 2017 Groundwater Monitoring Report Martin County Landfill Solid Waste Permit No. 59-01 DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 This page intentionally left blank. DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 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 withsome clay, moist, SILTY SAND: light orange brown, silty sand,moist 17.5 feet 1315 08/16/2012 stick up estimated DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 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: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 This page intentionally left blank. DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 APPENDIX B Laboratory Analytical Results May 2017 Groundwater Monitoring Report Martin County Landfill Solid Waste Permit No. 59-01 DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 This page intentionally left blank. DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02 DocuSign Envelope ID: 02CC1C08-250B-440B-B2CF-4765F3E6DE02