5901_MartinMSWLF_20170804_GWMReport

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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.
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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

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8/4/2017
8/4/2017

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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

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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.
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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
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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.
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FIGURES

May 2017 Groundwater Monitoring Report
Martin County Landfill
Solid Waste Permit No. 59-01
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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 =
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TABLES

May 2017 Groundwater Monitoring Report
Martin County Landfill
Solid Waste Permit No. 59-01
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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
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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.
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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
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APPENDIX A
Well Logs

May 2017 Groundwater Monitoring Report
Martin County Landfill
Solid Waste Permit No. 59-01
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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
[phone] 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
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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
[phone] 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
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APPENDIX B
Laboratory Analytical Results

May 2017 Groundwater Monitoring Report
Martin County Landfill
Solid Waste Permit No. 59-01
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