5504_LakeNormanCDLF_Fall2016GW_DIN27442_20161122

 
10 Quiet Brook Court 314-496-4654
St. Charles, MO 63303 www.jettenviro.com

January 24, 2017 Submitted via Electronic Mail

Ms. Jackie Drummond
North Carolina Department of Environmental Quality
Division of Waste Management - Solid Waste Section
Asheville Regional Office
2090 US Highway 70
Swannanoa, NC 28778

Dear Ms. Drummond:

Re: Submittal of Groundwater and Surface Water Monitoring Results
Second Semi-Annual 2016 Event
Lake Norman Construction & Demolition Landfill
North Carolina, Permit # 55-04

On behalf of BFI Lake Norman Landfill, Inc., Jett Environmental Consulting is providing a water quality summary
for the Second Semi-Annual 2016 sampling event for the Lake Norman Construction & Demolition Landfill.
Groundwater and surface water sampling was performed by Pace Analytical Services, Inc. (Pace) and analytical
testing was performed by Pace. The groundwater and surface water samples were analyzed for the Detection
Monitoring parameters listed in 15A North Carolina Administrative Code (NCAC) 13B .0544(b)(1)(D), which
included the constituents listed in Appendix I of 40 CFR Part 258 (15 heavy metals and 47 organics), mercury,
chloride, manganese, sulfate, iron, specific conductance, pH, temperature, alkalinity, and total dissolved solids.
In accordance with a North Carolina Department of Environmental Quality (NCDEQ) memorandum for C&D
landfills dated June 25, 2010, tetrahydrofuran was also monitored for each of the samples collected. Included
in Attachment A is a copy of the laboratory analytical report and field information forms.

Assessment Monitoring Program

A Groundwater Assessment Monitoring Work Plan was compiled in accordance with 15A NCAC 13B .0545, due to
confirmed methylene chloride detections at MW-4 above the North Carolina 15A NCAC 2L Water Quality Standard of
5 ug/L during the Second Semi-Annual 2014 event. The Groundwater Monitoring Assessment Work Plan was
submitted on March 9, 2015 by Jett Environmental Consulting and approved by NCDEQ in correspondence dated
March 16, 2015. Well MW-5 was installed downgradient of MW-4 on March 25, 2015. The sampling activities
associated with the Work Plan were completed during the May 2015 event. A summary of the May 2015 event data
was provided to NCDEQ in correspondence dated July 27, 2015.

No volatile organic compounds (VOCs) have been confirmed detected above NC Solid Waste Section Limits
(SWSLs) or NC 2L Standards at MW-5. Per a March 8, 2016 NCDEQ letter, MW-4 was approved for abandonment
and replaced with MW-5 in the groundwater monitoring program. The NCDEQ letter requested the site continue
in Assessment Monitoring for the time being. Well MW-4 was abandoned on July 25, 2016, as documented in
a Well Abandonment Report submitted to NCDEQ on August 12, 2016 by SCS Engineers.

Groundwater Flow Rate & Direction

The attached Figure 1 provides a potentiometric surface map utilizing water level data from the Second Semi-
Annual 2016 event. Groundwater flow direction for the Second Semi-Annual 2016 event was generally to the
northwest, consistent with past reports.

2 

To calculate the average linear groundwater velocity, the hydraulic gradients were measured from the
potentiometric surface map. The groundwater velocities are then calculated from the following equation:
v = [ Ki/n ] * 365

where:
v = groundwater flow velocity (ft/year)
K = hydraulic conductivity (ft/day)
i = hydraulic gradient (ft/ft)
n = effective porosity (dimensionless)

Based on information provided in the “Construction Plan Application” by S&ME, Inc. dated February 20, 1998,
hydraulic conductivity measurements average 1.13 ft/day and the effective porosity measurements average
33%.

During the Second Semi-Annual 2016 event, the hydraulic gradient from the southeast to northwest portion of
the site was estimated at 0.0238 ft/ft.

Using the hydraulic conductivity of 1.13 ft/day, the effective porosity of 0.33, and a hydraulic gradient of 0.0238
ft/ft, the calculated groundwater velocity was 0.081 ft/day (30 ft/yr) for the Second Semi-Annual 2016 event.

Effectiveness of the Monitoring Systems

The groundwater monitoring well network is designed to detect potential effects on groundwater from the facility.
The designated upgradient monitoring well, MW-1, is positioned to monitor background groundwater quality for
the facility. The remaining three wells (MW-2, MW-3, and MW-5) are positioned in the downgradient position
around the base of the landfill footprint. Each of the wells was sampled during the Second Semi-Annual 2016
event.

The surface water monitoring network is designed to detect potential effects on surface water from the facility.
The designated upgradient point, SW-1, is positioned to monitor background surface water quality for the facility.
The designated downgradient point, SW-2, is positioned to monitor surface water quality downgradient from
the landfill. Both surface water monitoring points were sampled during the Second Semi-Annual 2016 event.

Based on a review of well and surface water locations, groundwater flow directions, flow gradients, flow rates,
and sampling availability, the present monitoring program is considered sufficient to monitor groundwater and
surface water quality surrounding the facility.

Monitoring Summary

A summary of the inorganic results and organic detections for the Second Semi-Annual 2016 event is available
on Table 1. The following is a brief summary of the monitoring data from the Second Semi-Annual 2016 event:

Groundwater

 The NC SWSL is the lowest amount of analyte in a sample that can be quantitatively determined with
suitable precision and accuracy. The SWSL is the concentration below which reported analytical results
must be qualified as estimated. No VOCs were detected at or above an SWSL during the Second
Semi-Annual 2016 event.

 Two inorganic constituents were reported above the NC 2L Standards: total iron at MW-2, MW-3, and
MW-5; and total manganese at MW-2, MW-3, and MW-5.

3 

Total Iron and Manganese at MW-2, MW-3, and MW-5

The Second Semi-Annual 2016 total iron concentrations at MW-2 (452 ug/L), MW-3 (1,620 ug/L), and MW-5 (1,050
ug/L) are consistent with the historical total iron concentrations at MW-2 (72.8 to 968 ug/L), MW-3 (84.2 to 10,500
ug/L), and MW-5 (214 to 4,140 ug/L), respectively.

The Second Semi-Annual 2016 total manganese concentrations at MW-2 (74.2 ug/L), MW-3 (435 ug/L), and MW-5
(921 ug/L) are consistent with the historical total manganese concentrations at MW-2 (5.2 to 113 ug/L), MW-3 (17.3
to 989 ug/L), and MW-5 (763 to 1,080 ug/L), respectively.

The total iron and total manganese concentrations in groundwater wells MW-2, MW-3, and MW-5 are not a change
from historic results and appear to be attributable to naturally occurring conditions at the site and not related to the
landfill.

Surface Water

 No VOCs were detected at or above an SWSL in surface water samples.

 One inorganic constituent was reported above the NC 2B Standards: total iron at SW-1.

Total Iron at SW-1

SW-1 is located upgradient to the facility. The Second Semi-Annual 2016 concentration of total iron at SW-1 (1,570
ug/L) is consistent with historical total iron concentrations at upgradient surface water point SW-1 (474 to 2,920 ug/L).

The total iron concentrations in upgradient surface water point SW-1 appear to be attributable to naturally occurring
conditions at the site and not related to the landfill.

Assessment Activities Summary

In order to delineate the extent of methylene chloride in the vicinity of MW-4, one additional well (MW-5) was
installed downgradient of MW-4 in March 2015 (see Figure 1). Delineation well MW-5 allowed collection of
groundwater samples in the direction of any potential migration.

The only organic compounds that had been confirmed detected above SWSLs at MW-4 were methylene
chloride, tetrahydrofuran, and trichlorofluoromethane. Methylene chloride and trichlorofluoromethane are
commonly found in landfill gas (LFG). Since new downgradient well MW-5 indicated no confirmed VOCs at or
above applicable NC SWSLs or NC 2L Standards (May and November 2015 events), then the extent of VOC
impact had been considered defined on the landfill property by MW-5. Per a March 8, 2016 NCDEQ letter, MW-
4 was approved for abandonment and replaced with MW-5 in the groundwater monitoring program.

Downgradient well MW-5 continued to indicate no confirmed VOCs at or above applicable NC SWSLs or NC
2L Standards during the two events in 2016.

Recommendations

Since no VOCs have been detected above an SWSL or 2L Standard at the groundwater monitoring wells or
surface water samples for at least the last two years (both semi-annual events in 2015 and 2016) and no
inorganic constituent concentrations appear landfill related, the site requests returning to a Detection Monitoring
program.

The next semi-annual sampling event is tentatively scheduled for May 2017.
4 

Should you have any questions or concerns, please contact Mr. Mike Gurley at [phone] or Steve Jett at
[phone].

Sincerely,

Steve Jett, LG #1825
Owner
Jett Environmental Consulting, PLLC (C-517)

Attachment: Figure 1 – Potentiometric Surface Map
Table 1 – Data Compared to NC Standards, Second Semi-Annual 2016 Event
Attachment A - Laboratory Analytical Report & Field Information Forms

cc: Mike Gurley, Republic Services, Inc. (PDF via Email)
Lake Norman Landfill (1 Hardcopy)
Figure

Well Gradient Status
Top of PVC
Casing
Elevation
(fmsl)1
Depth to
Water (ft)2
Groundwater
Elevation (fmsl)
MW-1 Upgradient 745.77 39.50 706.27
MW-2 Downgradient 680.37 13.30 667.07
MW-3 Downgradient 679.60 13.05 666.55
MW-5 Downgradient 680.24 14.21 666.03
Note 1: Top of PVC Casing Elevations from correspondence dated 5/10/02 by S&ME, Inc.
with the exception of MW-5, which was provided by Lawrence Associates on 6/22/15.
Note 2: Depth to water measured by Pace Analytical Services, Inc. on 11/22/16.
Groundwater Elevation Summary Table
Lake Norman Landfill
Table

Constituent Units MDL SWSL NC 2L Std MW-1 MW-2 MW-3 MW-5
Alkalinity as CaCO3 ug/L 1000 1000 NE 80000 25000 25000 60000
Antimony, Total ug/L 0.85 6 NE J 1.19 <6 <6 <6
Arsenic, Total ug/L 1.64 10 10 <10 <10 <10 <10
Barium, Total ug/L 0.44 100 700 J 77.8 128 J 53.2 J 21.3
Beryllium, Total ug/L 0.08 1 NE <1 <1 <1 <1
Cadmium, Total ug/L 0.07 1 2 <1 <1 <1 <1
Chloride ug/L 1000 1000 250,000 3500 8600 21000 5200
Chromium, Total ug/L 0.94 10 10 <10 <10 J 1.36 <10
Cobalt, Total ug/L 0.52 10 NE <10 J 3.15 J 7.28 J 0.85
Copper, Total ug/L 0.54 10 1,000 J 2.31 J 1.34 J 4.46 J 0.6
Iron, Total ug/L 9.54 40 300 J 11.4 452 1620 1050
Lead, Total ug/L 0.12 10 15 <10 J 0.16 J 0.44 J 0.2
Manganese, Total ug/L 1.02 10 50 J 4.03 74.2 435 921
Mercury, Total ug/L 0.041 0.2 1 <0.2 <0.2 <0.2 J 0.109
Nickel, Total ug/L 0.55 50 100 <50 J 4.25 J 2.48 <50
pH (Field)su NE NE NE 5.62 5.27 5.11 6.02
Selenium, Total ug/L 1 10 20 <10 <10 <10 <10
Silver, Total ug/L 0.48 10 20 <10 <10 <10 <10
Specific Conductance (Field)umhos/cm 1 1 NE 222 233 169 191
Sulfate as SO4 ug/L 5000 5000 250,000 5900 56000 11000 <5000
Temperature (Field)Deg-C NE NE NE 15.3 16.7 16.1 15.1
Thallium, Total ug/L 0.21 5.5 NE <5.5 <5.5 <5.5 <5.5
Total Dissolved Solids (TDS)ug/L 10000 10000 500,000 149000 148000 131000 137000
Turbidity (Field)NTU NE NE NE 0.64 2.99 2.11 6.17
Vanadium, Total ug/L 7.14 25 NE <25 <25 <25 <25
Zinc, Total ug/L 2.1 10 1,000 J B 3.07 J B 2.45 J B 3.45 J B 4.3
Acetone ug/L 4.9 100 6,000 J B 5 J B 5 J B 7.2 J B 5.4
Chloromethane ug/L 0.4 1 3 <1 <1 J 0.5 <1
Toluene ug/L 0.3 1 600 J 0.3 <1 <1 <1
Trichlorofluoromethane ug/L 0.5 1 2,000 <1 <1 J 0.5 <1
Constituent (ug/L) Units MDL SWSL NC 2B Std SW-1 SW-2
Alkalinity as CaCO3 ug/L 1000 1000 NE 51500 80000
Antimony, Total ug/L 0.85 6 NE <6 <6
Arsenic, Total ug/L 1.64 10 10 <10 <10
Barium, Total ug/L 0.44 100 1,000 J 39.9 101
Beryllium, Total ug/L 0.08 1 6.5 <1 <1
Cadmium, Total ug/L 0.07 1 2 <1 <1
Chloride ug/L 1000 1000 230,000 6000 12000
Chromium, Total ug/L 0.94 10 20 <10 <10
Cobalt, Total ug/L 0.52 10 NE <10 <10
Copper, Total ug/L 0.54 10 3 J 0.55 J 1.32
Dissolved Oxygen (Field)ug/L NE NE NE 3950 3760
Iron, Total ug/L 9.54 40 1,000 1570 541
Lead, Total ug/L 0.12 10 25 J 0.15 J 0.34
Manganese, Total ug/L 1.02 10 200 180 139
Mercury, Total ug/L 0.041 0.2 0.012 <0.2 <0.2
Nickel, Total ug/L 0.55 50 8.3 <50 <50
pH (Field)su NE NE NE 5.42 5.72
Selenium, Total ug/L 1 10 5 J B 1.27 <10
Silver, Total ug/L 0.48 10 0.06 <10 <10
Specific Conductance (Field)umhos/cm 1 1 NE 135 256
Sulfate as SO4 ug/L 5000 5000 NE <5000 11000
Temperature (Field)Deg-C NE NE NE 5.46 6.12
Thallium, Total ug/L 0.21 5.5 NE <5.5 <5.5
Total Dissolved Solids (TDS)ug/L 10000 10000 NE 108000 173000
Turbidity (Field)NTU NE NE NE 3.08 7.73
Vanadium, Total ug/L 7.14 25 NE <25 <25
Zinc, Total ug/L 2.1 10 50 J B 9.45 B 14.8Acetoneug/L 4.9 100 2,000 J B 6.6 J B 5
NE: Denotes a NC 2L or 2B Standard is not established.
Only the VOCs detected during this event are displayed on the table.
J: Denotes Sample result above the MDL but below the SWSL; estimated value; value may not be accurate.
B: Denotes parameter also detected in a field blank, equipment blank, trip blank, and or laboratory method blank at similar level.
Denotes result above an SWSL is also above the NC 2L or 2B Standard:
For NC 2B Standard, lowest value utilized from the classifications from the 2B Table published May 15, 2013.
TABLE 1
SECOND SEMI-ANNUAL 2016 EVENT DATA COMPARED TO NC STANDARDS
LAKE NORMAN C&D LANDFILL
GROUNDWATER SAMPLES
SURFACE WATER SAMPLES
Attachment A
Laboratory Analytical Report
&
Field Information Forms
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En
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Page 5 of 54
En
v
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t
a
l

M
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M
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G
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December 12, 2016
Re
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An
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SW
S
L
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RL
Pr
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Page 6 of 54
En
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Page 7 of 54
En
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M
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Page 8 of 54
En
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December 12, 2016
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En
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Page 10 of 54
En
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M
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December 12, 2016
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Page 12 of 54
En
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M
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Page 13 of 54
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Page 15 of 54
En
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Page 18 of 54
En
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M
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December 12, 2016
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Page 20 of 54
En
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a
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M
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M
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G
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December 12, 2016
Re
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An
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SW
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Page 21 of 54
En
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Page 22 of 54
En
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M
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Page 23 of 54
En
v
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m
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a
l

M
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M
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M
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G
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December 12, 2016
Re
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An
a
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SW
S
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RL
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Page 24 of 54
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Page 25 of 54
En
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M
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Page 26 of 54
En
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Page 27 of 54
En
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a
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M
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M
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G
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December 12, 2016
Re
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An
a
l
y
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e
SW
S
L
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RL
Pr
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Page 28 of 54
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Page 29 of 54
En
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Page 30 of 54
En
v
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m
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t
a
l

M
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December 12, 2016
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Page 32 of 54
En
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M
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December 12, 2016
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Page 33 of 54
En
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Page 34 of 54
En
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M
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G
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December 12, 2016
Re
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SW
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RL
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Page 37 of 54
En
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M
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Page 39 of 54
En
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M
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G
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December 12, 2016
Re
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Page 40 of 54
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Page 44 of 54
En
v
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a
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M
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(7
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December 12, 2016
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Page 45 of 54
En
v
i
r
o
n
m
e
n
t
a
l

M
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n
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r
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n
g

&

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M
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M
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G
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December 12, 2016
Re
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Re
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Un
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Page 46 of 54
En
v
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r
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n
m
e
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t
a
l

M
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n
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t
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r
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n
g

&

La
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t
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M
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M
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k
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G
u
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l
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y
December 12, 2016
Re
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Li
m
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Re
p
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t
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g
Un
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Le
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Sp
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RPD Limit Qual
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Page 47 of 54
En
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M
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December 12, 2016
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Page 48 of 54
En
v
i
r
o
n
m
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n
t
a
l

M
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n
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o
r
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g

&

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P
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k
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M
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M
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G
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December 12, 2016
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Re
p
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Un
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Le
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Page 49 of 54
En
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M
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Page 50 of 54
En
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December 12, 2016
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Page 51 of 54
En
v
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M
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December 12, 2016
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Page 52 of 54
En
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Page 53 of 54
Page 54 of 54