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HomeMy WebLinkAbout0603_AveryCoCDLF_GWMR_FID1068066DocuSign Envelope ID: E22994AC-F81C-4284-8571-69D298CDFE2E This page intentionally left blank. DocuSign Envelope ID: E22994AC-F81C-4284-8571-69D298CDFE2E October 2017 Semi-Annual Groundwater Monitoring Report Avery County C&D Landfill Spruce Pine, North Carolina NC Solid Waste Permit No. 06-03 Prepared for: Avery County Solid Waste 175 Linville Street Newland, North Carolina 28657 Prepared by: November 2017 © 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: E22994AC-F81C-4284-8571-69D298CDFE2E This page intentionally left blank. DocuSign Envelope ID: E22994AC-F81C-4284-8571-69D298CDFE2E October 2017Semi-Annual Groundwater Monitoring Report Avery County C&D Landfill NC Solid Waste Permit No. 06-03 Prepared For: Avery County Solid Waste Newland, North Carolina S+G Project No. Avery 17-6 Madeline German, P.G. Project Geologist Joan A. Smyth, P.G. Senior Hydrogeologist November 2017 DocuSign Envelope ID: E22994AC-F81C-4284-8571-69D298CDFE2E 11/20/2017 11/20/2017 This page intentionally left blank. DocuSign Envelope ID: E22994AC-F81C-4284-8571-69D298CDFE2E Avery County C&D Landfill Octoberl 2017 Semi-Annual Report November 2017 Table of Contents Page i Avery County C&D Landfill NC Solid Waste Permit No. 06-03 October 2017 Semi-Annual Groundwater Monitoring Report Table of Contents Page 1.0 INTRODUCTION ......................................................................................................... 1  2.0 SITE GEOLOGY AND HYDROGEOLOGY ....................................................................... 1  3.0 SAMPLING PROCEDURES ......................................................................................... 2  4.0 FIELD AND LABORATORY RESULTS .......................................................................... 3  4.1 Field Measurements ................................................................................................. 3  4.2 Laboratory Analysis ................................................................................................... 3  4.3 Laboratory Results .................................................................................................... 3  4.4 On-Site Potable Well ................................................................................................. 3  5.0 GROUNDWATER CHARACTERIZATION ...................................................................... 4  6.0 CONCLUSIONS .......................................................................................................... 4  FIGURES Figure 1 Site Map Figure 2 Potentiometric Surface Map TABLES Table 1 Groundwater Elevation Data Table 2 Field Parameters Table 3 Inorganic and Organic Detections Table 4 Indicator Parameters Table 5 Groundwater Velocity Calculation APPENDICES Appendix A Monitoring Well Information Appendix B Laboratory Analytical Report DocuSign Envelope ID: E22994AC-F81C-4284-8571-69D298CDFE2E This page intentionally left blank. DocuSign Envelope ID: E22994AC-F81C-4284-8571-69D298CDFE2E Avery County C&D Landfill Ocotber 2017 Semi-Annual Report November 2017 Page 1 1.0 INTRODUCTION Avery County C&D Landfill, currently operating under Solid Waste Permit # 06-03 (C&D) and 15A NCAC 13B.0544, is required to submit semi-annual groundwater monitoring reports. This report presents the semi-annual sampling results for the event conducted on October 10, 2017. The monitoring network for the C&D landfill includes four groundwater monitoring wells, a potable well, and two surface water points. This report includes a field parameter summary, laboratory analyses, a hydrogeologic evaluation, and groundwater velocity calculations. 2.0 SITE GEOLOGY AND HYDROGEOLOGY The Avery County C&D Landfill is located in the North Carolina Blue Ridge province, along the eastern limb of the Blue Ridge anticlinorium. Published geologic mapping1 places the site approximately twelve miles west of the Brevard Zone (measured perpendicular to strike), which is the boundary between the Blue Ridge Belt and the Piedmont. Local rock types comprise medium to high-grade metamorphic species of sedimentary origin, and plutonic rocks of mid Proterozoic age (>1000 MY) to Devonian age (390 MY). The rocks in the region tend to be highly jointed, due to the mechanical stresses imposed, with the older rocks typically exhibiting more complex jointing. The NC Geologic Map presents Alligator Back amphibolite underlying the higher, northern portion, surrounded by Alligator Back gneiss, including the lower, southern portion, with Grenville-age biotite gneiss existing close by to the east and Devonian quartz diorite further south. The surface topography reflects the underlying geology e.g., the southern, gentler slopes near Brushy Creek are probably indicative of the more deeply weathered micaceous gneiss and schist, whereas the steeper northern terrain likely results from the more resistant amphibolite. Test borings confirmed the gneiss and amphibolite contact. Hydrogeologic data from site permitting activities (2008-2009) established hydraulic conductivity for piezometers installed during that investigation. The following table illustrates hydraulic conductivity values from site piezometers, grouped relative to principal hydrogeologic units defined on the basis of material density. The field hydraulic conductivity values relative to each hydrogeologic unit vary as follows: 1 North Carolina Geologic Survey at http://www.geology.enr.state.nc.us DocuSign Envelope ID: E22994AC-F81C-4284-8571-69D298CDFE2E Avery County C&D Landfill Ocotber 2017 Semi-Annual Report November 2017 Page 2 Hydro Unit Unit Description Conductivity (cm/sec) Maximum Minimum Average Conductivity (ft/day) Maximum Minimum Average 1A Saprolite <100 bpf 7.67 E-4 PZ-13i 3.42 E-4 PZ-12 4.92 E-4 2.17 PZ-13i 0.968 PZ-12 1.40 1B Saprolite <100 bpf 1.60 E-3 PZ-9 8.19 E-6 MW-3d 7.24 E-4 4.53 PZ-9 0.002 MW-3d 2.05 2 Bedrock 2.66 E-3 MW-1d 5.64 E-4 B-6 1.61 E-3 7.53 MW-1d 1.60 B-6 4.65 Conductivity data indicates a slight increasing trend with depth, potentially due to higher clay content in the upper soils, more sand-like conditions and fracturing at depth, as indicated by low Rock Quality Data (RQD) values gathered during bedrock drilling at the site. 3.0 SAMPLING PROCEDURES Smith Gardner, Inc. (S+G) personnel performed the sampling event on October 10, 2017 in accordance with the approved Sampling and Analysis Plan2. Samples were collected from four groundwater wells (CDMW-1a, CDMW-2s, CDMW-3s and CDMW-4s), and two surface water monitoring locations (SW-1 and SW-2). Sampling methods followed the protocol outlined in the North Carolina Water Quality Monitoring Guidance Document for Solid Waste Facilities3. The depth to water in each well was gauged prior to purging and sampling. Field measurements for pH, specific conductivity, turbidity and temperature were recorded at each sampling location. Samples from monitoring wells were collected using new factory sealed teflon bailers. The samples were placed in laboratory prepared containers for the specified analytical procedures. Groundwater samples were properly preserved, placed on ice and transported to a NC certified laboratory facility within the specified hold times for each analysis. Sampling locations are shown on Figure 1. Water table elevation data is presented in Table 1. Monitoring well information is provided in Appendix A. 2 Richardson Smith Gardner & Associates, Inc. Water Quality Monitoring Plan Avery County C&D Landfill Ingalls, North Carolina, February 2009. 3 Solid Waste Section Guidelines for Groundwater, Soil, and Surface Water Sampling, NCDENR, DWM, SWS, Rev. 4- 08. DocuSign Envelope ID: E22994AC-F81C-4284-8571-69D298CDFE2E Avery County C&D Landfill Ocotber 2017 Semi-Annual Report November 2017 Page 3 4.0 FIELD AND LABORATORY RESULTS 4.1 Field Measurements Following purging, field parameters for temperature, pH, turbidity and specific conductance were measured. These results are summarized in Table 2. In general these measurements were consistent with data from previous events. 4.2 Laboratory Analysis Ground and surface water samples were transported to the Prism Laboratories, Inc4. facility in Charlotte, NC for metals analysis via EPA Test Method 6020B and organics via EPA Test Method 8260B; alkalinity, total suspended solids, sulfate and chloride were analyzed via Solid Waste Section (SWS) approved methods. Samples were transported under proper chain of custody and analyzed at the specified Division of Waste Management (DWM) Solid Waste Quantitation Limits (SWSLs)5 for Appendix I and C&D landfill mandated constituents. The laboratory report is attached as Appendix B. 4.3 Laboratory Results Chromium (CDMW-1S and CDMW-2S) was detected at concentrations above its 2L Standard in samples collected this event. Coblat (CDMW-1a, CDMW-2s, CDMW-3s, and CDMW-4s ) and vanadium (CDMW-1a, CDMW-2s, CDMW-3s, and CDMW-4s ) were detected at concentrations above their respective GWP Standards in samples collected this event. No organic constituents were reported at concentrations above their 2L Standards in the samples collected this event. No inorganic or organic constituents were detected in surface water samples above their 2B Standard for Class C Waters in samples collected this event. Vanadium was detected in both surface water samples (SW-1 and SW-2) at concentrations above the MDL however, no 2B Standard has been established for this parameter. Detected constituents are presented in Table 3. Groundwater chemistry parameters are summarized in Table 4. 4.4 On-Site Potable Well The on-site potable well was not sampled in October 2017. It will be include in the April 2018 sampling event. 4 Prism Laboratories, Inc, 449 Springbrook Road – P.O. Box 240543, Charlotte, NC 28224 5 New Guidelines for Electronic Submittal of Environmental Monitoring Data Memo, NCDENR – Solid Waste Section, October 27, 2006 DocuSign Envelope ID: E22994AC-F81C-4284-8571-69D298CDFE2E Avery County C&D Landfill Ocotber 2017 Semi-Annual Report November 2017 Page 4 5.0 GROUNDWATER CHARACTERIZATION A potentiometric surface map was prepared from groundwater data from this sampling event. The data indicates that groundwater is flowing generally in a southerly direction across the site. Hydraulic conductivity data is not available for these wells however; an average hydraulic conductivity and effective porosity from shallow wells across the site were used to evaluate groundwater velocities. Groundwater velocity ranges from 0.003 ft/day (CDMW-1A) to 0.013 ft/day (CDMW-4S); average groundwater velocity for the site is 0.007 ft/day. The potentiometric surface map is included as Figure 2. 6.0 CONCLUSIONS Laboratory results indicate the water quality at the Avery County C&D Landfill is generally consistent with historically reported results. The next groundwater monitoring event is scheduled for April 2018. A report summarizing that event will be submitted to NCDEQ with laboratory analyses. DocuSign Envelope ID: E22994AC-F81C-4284-8571-69D298CDFE2E FIGURE October 2017 Semi-Annual Groundwater Report Avery County C&D Landfill NC Solid Waste Permit No. 06-03 DocuSign Envelope ID: E22994AC-F81C-4284-8571-69D298CDFE2E This page intentionally left blank. DocuSign Envelope ID: E22994AC-F81C-4284-8571-69D298CDFE2E G:\CAD\Avery County\Avery 16-2\sheets\AVERY-B0276.dwg - 11/14/2017 5:35 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+© 2017 Smith Gardner, Inc.AVERY COUNTY C&D LANDFILLSITE MAPOCTOBER 2017C.J.W.M.M.G.AS SHOWN1Nov 2017AVERY 17-6AVERY-B0276DocuSign Envelope ID: E22994AC-F81C-4284-8571-69D298CDFE2E CDMW-2STOC=2869.1600 DTW=6.7400 GWE=2862.42 CDMW-3STOC=2914.7600 DTW=8.3000 GWE=2906.46 CDMW-1A TOC=2874.1300 DTW=7.7300 GWE=2866.40 CDMW-4S TOC=3035.8500 DTW=17.8100 GWE=3018.04 G:\CAD\Avery County\Avery 16-2\sheets\AVERY-B0278.dwg - 11/15/2017 11:29 AMDRAWN: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.AVERY COUNTY C&D LANDFILLPOTENTIOMETRIC SURFACE MAPOCTOBER 2017C.J.W.M.M.G.AS SHOWN2Nov 2017AVERY 17-6AVERY-B0278MW-1 TOC= DTW= GWE= DocuSign Envelope ID: E22994AC-F81C-4284-8571-69D298CDFE2E TABLES October 2017 Semi-Annual Groundwater Report Avery County C&D Landfill NC Solid Waste Permit No. 06-03 DocuSign Envelope ID: E22994AC-F81C-4284-8571-69D298CDFE2E This page intentionally left blank. DocuSign Envelope ID: E22994AC-F81C-4284-8571-69D298CDFE2E Table 1Groundwater ElevationsAvery County C&D LandfillOctober 10 , 2017By: CBDate: 10/27/2017WellWell Installation DateLatitude LongitudeWell Diameter (inches)Total Well Depth (ft. bgs)Ground Surface Elevation (ft. amsl)TOC Elevation (ft. amsl)Depth to Water (ft. btop)Groundwater Elevation (ft. amsl)Screen Interval (ft. bgs)Screen GeologyCDMW-1a 10/29/2009 35.95919 81.96956 2 13.00 2870.32 2874.13 6.99 2867.14 4'-12 clayey sandy siltCDMW-2s NA 35.95917 81.97053 2 22.53 2866.54 2869.16 6.45 2862.71 10' - 20 NACDMW-3s NA 35.96060 81.97153 2 23.00 2912.77 2914.76 8.36 2906.4 10' - 20 NACDMW-4s 11/19/2007 35.96256 81.97050 232.003033.03 3035.85 17.55 3018.30 22' - 32' saproliteNote:2. Depth to Water measured from Top of Casing3. Data for CDMW-1a and CDMW-4s is from boring logs (Appendix A)4. No boring logs available for CDMW-2s and CDMW-3s5. Screened interval for CDMW-2s and CDMW-3s assumed based on depth to bottom measurements.1. Survey data from 9/2007 and 1/14/2008 by Surveying Solutions, P.C. and 1/11/2010 by Appalachian Professional Land Surveyors, and Consultants, PA.H:\Projects\Groundwater Monitoring\2. Groundwater Monitoring Reports\Avery county\Avery C& D Report\21. October 2017\Oct17 Avery C&D tables.xlsDocuSign Envelope ID: E22994AC-F81C-4284-8571-69D298CDFE2E Table 2Field ParametersAvery County C&D LandfillOctober 10, 2017By: CBDate:10/27/2017Well Temperature (°Celsius)Turbidity (NTU)Specific Conductivity (MS/cm)pHCDMW-1a18.1 27.9 80 6.87CDMW-2s18.4 7.23 40 5.21CDMW-3s17.2 7.19 160 6.84CDMW-4s17.9 11.40 90 6.72SW-119.2 6.53 60 5.96SW-219.8 18.6 110 6.11Note:Data collected by Smith Gardner, Inc. personnel October 10, 2017H:\Projects\Groundwater Monitoring\2. Groundwater Monitoring Reports\Avery county\Avery C& D Report\21. October 2017\Oct17 Avery C&D tables.xlsDocuSign Envelope ID: E22994AC-F81C-4284-8571-69D298CDFE2E Table 3Inorganic and Organic DetectionsAvery County C&D LandfillOctober 10, 2017By: CBDate: 10/27/2017Constituents MDL RL SWSL2L or GWP* StandardsMCL 2B StandardCDMW-1a CDMW-2s CDMW-3s CDMW-4sSW-1 SW-2Arsenic 0.031 1.0 10 10 10 10 0.45 J 0.96 J 0.21 J 0.14J 0.097 J 0.18 JBarium 0.97 5.0 100 700 2000 2000000 60 300 17 19 8.9 51Beryllium 0.057 1.0 1 4* 4 6.5 0.17 J 1.3 0.098 J 0.22 J 0.073 J <0.057Cadmium 0.078 1.0 1 2 5 2 0.12 J 0.29 J <0.078 0.087 J <0.078 <0.078Chromium 0.19 1.0 10 10 NE 5010 182.1 3.4 1.0 0.75 JCobalt 0.0071 1.0 10 1* 1300 43.0 7.6 1.1 1.50.56 J 1.3Copper 0.22 5.0 10 1000 1300 7 8.6 22 6.0 6.2 1.8 J 1.0 JLead 0.093 1.0 10 15 15 25 2.6 5.6 1.4 1.8 0.43 J 0.34 JNickel 0.85 2.0 50 100 NE 88 4.6 16 2.0 2.0 <0.85 0.93 JSelenium 0.63 5.0 10 20 0.06 <0.63 0.98 J <0.63 <0.63 <0.63 <0.63Silver 0.063 5.0 10 20 NE 0.06 <0.063 0.13 J <0.063 <0.063 <0.063 <0.063Thallium 0.099 1.0 5.5 0.28* 2 0.47 <0.099 0.14 J <0.099 <0.099 <0.099 <0.099Vanadium 0.1 5.0 25 0.3* NE NE7.2 21 3.2 3.61.7 1.0Zinc 2.80 10 10 1000 5000** 50 38 67 24 32 18 181,1-Dichloroethane 0.083 0.5 5 6 NE 100 <0.083 0.53 <0.083 <0.083 <0.083 <0.083Note:MDL - Method Detection LimitSWSL - Solid Waste Section Quantitation Limit2L -Groundwater Standard (15A NCAC 2L 0200)GWP - Groundwater Protection Standard (noted by *)MCL -Federal Maximum Contaminant Limit2B-NCAC 2B Standard for Class C waters< MDL - Not detected at or above the MDLBold- Levels above 2L or 2B Standard J - Defined by the laboratory as as an estimated result < PQL and ≥ MDL** - National Secondary Drinking Water StandardsResults are presented in ug/l.Data from 10/24/2017 Prism Laboratories, Inc. Work Order: 7100282OrganicInorganicH:\Projects\Groundwater Monitoring\2. Groundwater Monitoring Reports\Avery county\Avery C& D Report\21. October 2017\Oct17 Avery C&D tables.xlsDocuSign Envelope ID: E22994AC-F81C-4284-8571-69D298CDFE2E Table 4Groundwater Chemistry ParametersAvery County C & D LandfillOctober 10, 2017By: CBDate: 10/27/2017Parameter MDL RL SWSL 2L CDMW-1 CDMW-2 CDMW-3 CDMW-4Total Alkalinity770 5000NE NE 27000 27000 64000 13000Total Suspended Solids 0.4 5NE NE 92 43 28 20Chloride 40 1000NE 250000 1400 4900 2500 1300Sulfate 200 1000250000 250000 750 J 13000 14000 <200Note:1. Table data are presented in ug/l.2. MDL = Method Detection Limit3. RL = Laboratory established Reporting Limit3. SWSL = Solid Waste Section Limit4. 2L = Groundwater Standard (15A NCAC 2L 0200)Data from 10/24/2017 Prism Laboratories, Inc. Work Order: 7100282H:\Projects\Groundwater Monitoring\2. Groundwater Monitoring Reports\Avery county\Avery C& D Report\21. October 2017\Oct17 Avery C&D tables.xlsDocuSign Envelope ID: E22994AC-F81C-4284-8571-69D298CDFE2E Table 5Groundwater Velocity CalculationAvery County C&D LandfillOctober 10, 2017By:MGDate: 11/21/2016WellGroundwater Elevation (feet)Hydraulic Conductivity (ft/day)Porosity (%)Gradient (ft/ft)Velocity (ft/day)CDMW-1a 2867.14 2.26 19 0.029 0.003CDMW-2s 2862.71 2.26 19 0.047 0.006CDMW-3s 2906.4 2.26 19 0.044 0.005CDMW-4s 3018.3 2.26 19 0.107 0.013Avg V (ft/day)0.007Note:2) Hydraulic conductivity values are an average of values measured in piezometers during Phase 3 Permit to Construct investigation1) Survey data from 9/2007 and 1/14/2008 by Surveying Solutions, P.C. and 1/11/2010 by Appalachian Professional Land Surveyors, and Consultants, PA.H:\Projects\Groundwater Monitoring\2. Groundwater Monitoring Reports\Avery county\Avery C& D Report\21. October 2017\Oct17 Avery C&D tables.xlsDocuSign Envelope ID: E22994AC-F81C-4284-8571-69D298CDFE2E This page intentionally left blank. DocuSign Envelope ID: E22994AC-F81C-4284-8571-69D298CDFE2E Appendix A Monitoring Well Information October 2017 Semi-Annual Groundwater Report Avery County C&D Landfill NC Solid Waste Permit No. 06-03 DocuSign Envelope ID: E22994AC-F81C-4284-8571-69D298CDFE2E This page intentionally left blank. DocuSign Envelope ID: E22994AC-F81C-4284-8571-69D298CDFE2E 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 (BLS)DEPTHBLOW COUNTSAMPLING METHODRECOVERYDRILL METHODDESCRIPTION LITHOLOGYWELLINSTALLATION0.0 5.0 10.0 0.0 5.0 10.0DEPTHRichardson Smith Gardner & Assoc 14 North Boylan Avenue, Raleigh NC 27603 (919) 828-0577 Page 1 of 1 GROUND ELEV.: NORTHING:EASTING:0 0 Per 6"FeetInchesFeetMW-1a Geoprobe/HSA Avery County C&D Landfill Ingalls, NC Mad Dawg Drilling Inc Tom Whitehead Joan Smyth 10/26/09 10/26/09 13 Grab Grab Grab GP/HSA SANDY SILT: Dry micaceous brown sandy silt CLAYEY SANDY SILT: Dry brown micaceous clayey sandy silt. CLAYEY SANDY SILT: Clayey sandy silt to sandy clayey silt with relict structure. Wet at bottom of borehole. Auger refusal at 13'. (This was the deepest auger refusal of three attempted borings in this area). -- -- -- -- -- -- DocuSign Envelope ID: E22994AC-F81C-4284-8571-69D298CDFE2E DocuSign Envelope ID: E22994AC-F81C-4284-8571-69D298CDFE2E Appendix B Laboratory Analytical Report October 2017 Semi-Annual Groundwater Report Avery County C&D Landfill NC Solid Waste Permit No. 06-03 DocuSign Envelope ID: E22994AC-F81C-4284-8571-69D298CDFE2E This page intentionally left blank. 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