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Golder Associates NC, Inc.
5B Oak Branch Drive Greensboro, NC. 27407 USA Tel: (336) 852-4903 Fax: (336) 852-4904 www.golder.com Engineering Lic. No. C-2862/Geology Lic. No. C-399
Golder Associates: Operations in Africa, Asia, Australasia, Europe, North America and South America
October 25, 2016 0739615016.300
Ms. Jackie Drummond
North Carolina Department of Environmental Quality Division of Waste Management - Solid Waste Section
2090 US Highway 70 Swannanoa, NC 28778
828-296-4706 jaclynne.drummond@ncdenr.gov
RE: SAMPLING AND ANALYSIS PLAN IN RESPONSE TO LEACHATE RELEASE MOORE COUNTY C&D LANDFILL, PERMIT NO. 63-01 ABERDEEN, NORTH CAROLINA
Dear Jackie:
On behalf of Moore County, Golder Associates NC, Inc. (Golder) is submitting this sampling and analysis plan to the North Carolina Department of Environmental Quality (NC DEQ) in response to a leachate release
at the Moore County Landfill that occurred on October 19, 2016. Heavy rains resulted in a leachate breakout from the construction and demolition (C&D) landfill owned and operated by Moore County. The
NC DEQ was notified of the release on October 20, 2016, within the required 24-hour timeframe.
In response to the breakout, the landfill employees blocked off the ditch downgradient of where the leachate
breakout occurred within the limits of waste. The ditch was then excavated below the leachate release area to form a temporary containment trench within the limits of waste to capture the liquid. On Friday
October 21, 2016, approximately 1800 gallons were removed from the trench via vacuum truck and an additional approximately 1200 gallons are currently being stored within the trench. The liquid removed from
the trench was disposed of at the local publicly-owned treatment works (POTW).
Based on site observations, some of the liquid from the release flowed along a ditch along the access road
and discharged to Sediment Pond 2. Site personnel verified that Sediment Pond 2 did not discharge and the liquid was contained within the pond during this event.
Based on information provided by Moore County and under the guidance of the NC DEQ, Golder will collect three soil samples and one surface water sample. Two soil samples will be collected from the bottom of
the drainage ditch along the access road, immediately upgradient of Sediment Pond 2. An additional soil sample will be collected outside the potential area of impact to provide background data for naturally
occurring metals. The proposed soil sampling locations are shown on Drawing 1. The soil samples will be obtained using a hand auger and will be collected between one and two feet below ground surface. The
soil samples will be analyzed for NC Appendix I volatile organic constituents (VOCs) and metals and pH.
A grab surface water sample will be collected from the Sediment Pond 2. The sample will be analyzed for
NC Appendix I VOCs and metals; field parameters including pH, specific conductance, temperature, dissolved oxygen, and oxidation reduction potential will also be collected.
Analysis of the soil and surface water samples will be performed by Environmental Conservation Laboratories, Inc. (ENCO) of Cary, NC. Soil analytical results will be compared to the NC DEQ Inactive
Hazardous Sites Branch, Preliminary Soil Remediation Goals Table’s Preliminary Residential Health-Based Remediation Goals, Preliminary Industrial Health-Based Remediation Goals, and Protection of
Groundwater Soil Remediation Goals. Surface water results will be compared to the NC 2B Standards.
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2016-07-07
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MOORE COUNTY LANDFILL
PERMIT NO. 63-01
ABERDEEN, NORTH CAROLINA
MOORE COUNTY
SOIL AND SURFACE WATER SAMPLING LOCATION MAP
PERENNIAL STREAM
INTERMITTENT STREAM
EPHEMERAL STREAM
POND AND WETLAND LIMITS
PROPERTY LINE
APPROXIMATE LIMITS OF WASTE
EXISTING ROAD
MONITORING WELL AND IDENTIFICATION
METHANE PROBE AND IDENTIFICATION
SURFACE WATER MONITORING POINT AND IDENTIFICATION
PRIVATE WELL LOCATION AND IDENTIFICATION
WETLAND AREA
PROPOSED SAMPLING LOCATIONS
LEACHATE RELEASE AREA
LEGEND
NOTES
1. PROPERTY BOUNDARY SURVEY BY JAMES L. WRIGHT DATED NOVEMBER 1984. ITS LOCATION
IS RELATIVE TO TOPOGRAPHY APPROXIMATE BY HDR ENGINEERING, INC.
2. MONITORING WELLS MW-1 THROUGH MW-5 SURVEYED JUNE 1987 BY S&ME, INC. MONITORING
WELLS MW-6 THROUGH MW-16 SURVEYED APRIL 1995, SEPTEMBER 1996, AND APRIL 2003 BY
HDR ENGINEERING INC./ ED BUCKNER RLS APRIL 17, 2015.
SITE LOCATION MAP
NOT TO SCALE
SITE LOCATION
0
FEET
200 400
SCALE