1403_CatawbaCountyFoothills_GWMR_DIN28275_07282016

PREPARED FOR:
REPUBLIC SERVICES OF NORTH CAROLINA, LLC
D.B.A. FOOTHILLS ENVIRONMENTAL
2800 CHERAW ROAD
LENOIR, NORTH CAROLINA 28645

FOOTHILLS REGIONAL LANDFILL
PERMIT NO. 14-03

SECOND SEMIANNUAL WATER QUALITY
MONITORING REPORT OF 2016

NOVEMBER 2016

PREPARED BY:

2211 WEST MEADOWVIEW ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27407
NC LICENSE NUMBER C-0782
PHONE: [phone]
FAX: [phone]
JOYCE ENGINEERING PROJECT NO. 00890.1601.12

______________________________________________________________________________
Second Semiannual Water Quality Monitoring Report of 2016 Joyce Engineering
Foothills Regional Landfill, Permit No. 14-03 November 2016

i

Executive Summary

This report presents the results of the second semiannual water quality monitoring event of 2016
for the Foothills Regional Landfill, conducted on July 28, 2016. Samples were collected by
representatives of Joyce Engineering from groundwater monitoring wells, underdrains, surface
water monitoring points, and the leachate collection system. The analytical results from the July
28, 2016, monitoring event have been reported by Analytical Services, Inc. of Norcross, Georgia,
NC, laboratory certification number 381.

Four inorganic constituents (barium, cobalt, silver, and zinc) were detected in samples from one
or more downgradient monitoring points at concentrations above their respective Solid Waste
Section Reporting Limits (SWSLs). Barium was detected above the SWSL in MW-2R and
MW-6. Silver was detected above the SWSL in MW-7. Zinc was detected above the SWSL in
SW-4 but did not exceed its respective NC2B standard (50 µg/l). Cobalt was detected in MW-4
above the SWSL and above the Solid Waste Section (SWS) Groundwater Protection Standard
(GWPS) during the July 2016 monitoring event. The cobalt detection was not above the
statistical background determined in accordance with 15A NCAC 13B.1632.(g-h); therefore, we
request that the background (44.1µg/l) be considered groundwater protection standard (GPS) for
cobalt per 15A NCAC 13B.1634.(g).5. In response to a letter from NCDEQ dated August 18,
2016, Republic will submit an Alternate Source Demonstration (ASD) for cobalt to establish the
background as the GPS.

Two organic constituents (benzene and trichlorofluoromethane) were reported at quantified
concentrations above their respective SWSLs. Trichlorofluoromethane was detected in
MW-3R2 but was below the North Carolina 15A NCAC 2L (NC2L) Groundwater Standard.
The detection of trichlorofluoromethane in MW-3R is consistent with historical data and is likely
related to the source presented in the approved ASD for VOCs detected in MW-3 and MW-3R.
Trichlorofluoromethane has not been historically detected in the facility leachate samples.
The reported concentration of benzene in MW-2R was 1.0 µg/l, which was equal to but not
exceeding the SWSL of 1.0 µg/L and the NC2L of 1.0 µg/l. The benzene is consistent with
historical detections in MW-2R.

No other inorganic or organic constituents were detected at quantified concentrations above their
respective NC2L, GWPS, or NC2B standards during the July 28, 2016, event. Based on the
results summarized herein, Republic Services of NC, LLC, will continue monitoring the
uppermost aquifer beneath the Foothills Regional Landfill in accordance with the requirements
for Detection Monitoring Program as outlined in Title 15A NCAC 13B .1633.

______________________________________________________________________________
Second Semiannual Water Quality Monitoring Report of 2016 Joyce Engineering
Foothills Regional Landfill, Permit No. 14-03 November 2016

ii

Second Semiannual Water Quality Monitoring Report of 2016
Foothills Regional Landfill, Permit No. 14-03
Caldwell County, North Carolina

TABLE OF CONTENTS

1.0 INTRODUCTION..............................................................................................................1 
1.1  Site Description and Background ................................................................................ 1 
1.2 Compliance Monitoring History .................................................................................. 1 
1.3 Hydrogeologic Setting ................................................................................................... 2 
2.0 FIELD PROGRAM, MONITORING RESULTS, AND DISCUSSION ......................3 
2.1 Visual Inspection Program........................................................................................... 3 
2.2 Well Network and Groundwater Elevation Measurements...................................... 3 
2.3 July 2016 Monitoring Event ......................................................................................... 4 
2.4 Laboratory Analysis Program ..................................................................................... 5 
2.5 July 2016 Sampling Results.......................................................................................... 6 
3.0 LABORATORY AND FIELD QA/QC ............................................................................6 
4.0 DATA EVALUTION .........................................................................................................7 
4.1 Comparisons to Groundwater and Surface Water Standards ................................. 7 
4.2 Statistical Evaluations .................................................................................................. 7 
5.0 CONCLUSIONS ................................................................................................................8 
6.0 REFERENCES ...................................................................................................................8 

______________________________________________________________________________
Second Semiannual Water Quality Monitoring Report of 2016 Joyce Engineering
Foothills Regional Landfill, Permit No. 14-03 November 2016

iii

TABLE OF CONTENTS (Continued)

Tables

Table 1 Historical Groundwater Elevations
Table 2 Hydraulic Gradients & Linear Groundwater Velocities
Table 3 Well Construction Information
Table 4 Field Parameters
Table 5 Quantified Detections in Groundwater & Surface Water
Table 6 Exceedances of Groundwater & Surface Water Standards
Table 7 Statistical Background Analyses

Drawing

Drawing 1 Groundwater Potentiometric Surface Map (July 28, 2016)

Appendices

Appendix A Groundwater and Surface Water Field Sampling Logs
Appendix B Laboratory Analytical Reports and Chains-of-Custody
Appendix C Statistical Analyses Worksheets
Appendix D Historical Constituents/Analytes in Groundwater
Appendix E Historical Constituents/Analytes in Surface Water
Appendix F Historical Constituents/Analytes in Leachate

______________________________________________________________________________
Second Semiannual Water Quality Monitoring Report of 2016 Joyce Engineering
Foothills Regional Landfill, Permit No. 14-03 November 2016

1

1.0 INTRODUCTION
This report summarizes the monitoring results from the July 28, 2016, water quality monitoring
event at the Foothills Regional Landfill in Caldwell County, North Carolina, in accordance with
Title 15A of the North Carolina Administrative Code (NCAC) Subchapter 13B, Section .1632.
The approximately 230-acre facility, which is an active municipal solid waste landfill, is
maintained and operated by Republic Services of North Carolina, LLC (Republic) under Permit
Number 14-03, issued by the North Carolina Department of Environmental and Quality Control
(NCDEQ).

1.1 Site Description and Background
The location of the facility is shown on the inlay on Drawing 1. The Foothills Regional Landfill
is located approximately two miles northwest of Lenoir, North Carolina in Caldwell County at
2800 Cheraw Road. The landfill is bounded to the north and east by mainly wooded and
agricultural properties, to the south by Cheraw Road, and to the west by rural residential/wooded
properties and Abingdon Road. Access to the facility is from Cheraw Road. The facility, which
began operating in 1998, is a lined Subtitle D facility.

Topographic elevations at the facility range from approximately 1,120 to nearly 1,400 feet above
mean sea level. Surface drainage from the landfill is toward an unnamed perennial tributary of
Abingdon Creek, which flows southeasterly to Lower Creek, a tributary of the easterly flowing
Catawba River.

1.2 Compliance Monitoring History
Groundwater monitoring at the facility was initiated in 1998 under the Detection Monitoring
Program for municipal solid waste landfills. The facility’s current monitoring network is
comprised of nine monitoring wells: MW-1R (background), MW-2R, MW-3R2, MW-4, MW-5,
MW-6, MW-7, MW-8, and MW-10, which monitor the uppermost aquifer beneath the facility.
The monitoring wells are routinely sampled on a semiannual basis, with the groundwater
samples submitted to a qualified laboratory for required analyses in accordance with the
facility’s environmental monitoring program and permit requirements. Well MW-3R2 was
added to the monitoring well network on August 17, 2006 as a replacement well for MW-3 and
MW-3R as approved by DENR (JOYCE, 2006). Monitoring wells MW-3 and MW-3R remain
for water level data collection purposes. Monitoring well MW-7 was installed in April 2010 to
monitor groundwater beneath Cell 4, which began receiving waste in September 2010. MW-8
was installed in April 2013 to monitor Cell 8A, which was constructed in January 2013. MW-10
was installed in October 2015 to monitor Cell 5A, which is currently under construction. The
former background well, MW-1, was abandoned in preparation for construction of Cell 5A and
the new background well, MW-1R, was installed in October 2015.

______________________________________________________________________________
Second Semiannual Water Quality Monitoring Report of 2016 Joyce Engineering
Foothills Regional Landfill, Permit No. 14-03 November 2016

2

In addition to the groundwater monitoring wells, four surface water sampling points are sampled
semiannually: upstream surface point SW-1 and downstream surface points SW-2, SW-3, and
SW-4. A sample from the facility’s leachate system is sampled semiannually as part of the
facility’s environmental monitoring program. A sample from the underdrain for Cell 1 (UD-1),
shown on Drawing 1, was added to the monitoring network prior to the January 2008 sampling
event. A sample from the underdrain for Cells 4 and 8A (UD-2), shown on Drawing 1, was
added to the monitoring network prior to the January 2014 sampling event.

The facility was in an Assessment Monitoring Program in 2006. An Alternate Source
Demonstration (ASD), for volatile organic compounds (VOCs) detected in wells MW-3 and
MW-3R, was approved by DENR on December 14, 2006, and the facility reverted to a Detection
Monitoring Program.

1.3 Hydrogeologic Setting
Geologically, the facility is located in the northwestern portion of the Inner Piedmont Belt of the
Piedmont Physiographic Province, approximately 20 miles east of the thrust belt (Brevard Shear
Zone) delineating the boundary between the westerly Blue Ridge Belt and the easterly Inner
Piedmont Belt. The metamorphic rocks of the Inner Piedmont Belt generally group within the
sillimanite facies of the amphibolite metamorphic sequence. Locally, the bedrock underlying the
facility has been mapped as migmatitic granitic gneiss of the Ordovician and older Cambrian
Periods. These rocks are described as ranging in composition from granitic to quartz dioritic with
smaller biotite gneiss and amphibolite facies present locally. The unit as a whole exhibits a
variable massive to foliated fabric (NCGS, 1985).

The uppermost aquifer beneath the facility is present within weathered bedrock saprolite and
fractured bedrock. The saprolite ranges in texture from clayey silt in the upper, most weathered
sections to micaceous sandy silt in the lower sections. Immediately above the competent
bedrock surface, a variable thickness transitional zone composed of highly weathered and
degraded friable bedrock is present.

The uppermost aquifer is laterally continuous across the site, with depth to water ranging from
less than 31 feet in low-lying areas to greater than 77 feet beneath topographic highs.
Groundwater in the uppermost aquifer generally flows from recharge areas associated with broad
gently sloping topographic areas towards topographically lower areas that are generally
delineated by the presence of stream channels, some of which are perennial receiving streams
(groundwater discharge areas) and others of which are intermittent discharging streams. In the
vicinity of the facility, the general groundwater flow direction is towards the south and west.

Groundwater elevations obtained during the July 28, 2016, monitoring event are summarized in
Table 1 and were used to prepare a potentiometric surface map presented as Drawing 1. The
groundwater flow in the uppermost aquifer beneath the site is toward south and west in the

______________________________________________________________________________
Second Semiannual Water Quality Monitoring Report of 2016 Joyce Engineering
Foothills Regional Landfill, Permit No. 14-03 November 2016

3

direction of Abingdon Creek. The potentiometric surface map and interpreted flow directions are
consistent with previously submitted potentiometric surface maps for this facility.

Based on the July 28, 2016, potentiometric surface map, the hydraulic gradient in the shallow
aquifer underlying the site as measured along the conceptual flow paths shown on Drawing 1
was calculated to be approximately 0.080 to 0.158 ft/ft. The effective porosity of the fractured
bedrock aquifer is estimated at 0.10, and the hydraulic conductivity is estimated at 0.374 ft/day
(GAI, 2006).

Using the above values, the estimated rate of groundwater flow for the uppermost aquifer
beneath the facility was calculated using the following modified Darcy equation:

Vgw = Ki/ne

where Vgw = average linear velocity (feet per day), K = hydraulic conductivity (feet per day), i =
horizontal hydraulic gradient, and ne = effective porosity.

The calculated linear groundwater flow velocities under the waste management unit range from
0.30 to .59 ft/day (Table 2). The linear velocity equation and resultant rates are based on the
simplified assumptions of a homogeneous and isotropic aquifer. The saprolite may have areas
that exhibit relict foliation and these structures can result in locally anisotropic groundwater
flow; and the fractured bedrock is likely to be highly inhomogeneous and anisotropic.

2.0 FIELD PROGRAM, MONITORING RESULTS, AND DISCUSSION
2.1 Visual Inspection Program
In order to detect potential releases of leachate and/or landfill gas migration in a timely manner,
a visual inspection program has been implemented at the Foothills Regional Landfill. This
inspection program involves field personnel making the following observations:

 Observation of stress induced on the biological community (i.e., dead or dying vegetation),
 Indications of leachate impact (i.e., seeps, impacted surface water),
 Observations of erosion; and
 Negative changes around the waste facility.

During the July 2016, monitoring event, no physical indications of impacts were observed in the
vicinity of the waste management areas.

2.2 Well Network and Groundwater Elevation Measurements
The network of groundwater monitoring wells at the Foothills Regional Landfill consists of
MW-1R, MW-2R, MW-3R2, MW-4, MW-5, MW-6, MW-7, MW-8, MW-9, and MW-10.

______________________________________________________________________________
Second Semiannual Water Quality Monitoring Report of 2016 Joyce Engineering
Foothills Regional Landfill, Permit No. 14-03 November 2016

4

Monitoring well construction information is summarized in Table 3 and the well locations are
shown on Drawing 1. A sample from the underdrain for Cell 1 (UD-1) was added to the
monitoring network to monitor groundwater from beneath the landfill prior to the July 2008
sampling event. A sample from the underdrain for Cells 4 and 8A (UD-2) was added to the
monitoring network to monitor groundwater from beneath the landfill prior to the January 2014
sampling event. The network of monitoring wells was constructed to target the flow path for
groundwater underlying waste disposal areas. MW-3R2 was added to the monitoring well
network as part of the ASD submitted by Golder (GAI, 2006). Also, as part of the ASD, wells
MW-3 and MW-3R were removed from the compliance network but remain for water level
measurements.

Monitoring well MW-1R is the facility’s background well and is located hydraulically
upgradient of the waste disposal area. Monitoring wells MW-2R, MW-3R2, MW-4, MW-5,
MW-6, MW-7, MW-8, MW-9, MW-10, and underdrains UD-1 and UD-2 are located
downgradient or sidegradient of the waste disposal area and represent the facility’s downgradient
compliance network.

Depth-to-water measurements were recorded to the nearest 0.01 foot prior to initiating
groundwater purging and sampling activities. The water level elevations for this event along
with historical data are presented in Table 1. The data indicate that the hydraulic head level in
the uppermost aquifer beneath the facility is fairly consistent, with temporal variation from the
long-term average limited to approximately 2 to 10 feet. As expected, the range in fluctuation
appears to be greater in the upgradient groundwater recharge area. The range of fluctuation in
the downgradient compliance wells, which are located near groundwater discharge areas, is
much less, presumably due to the stabilizing effect of the hydraulic discharge boundary.

2.3 July 2016 Monitoring Event
Personnel from Joyce Engineering (JOYCE) visited the facility on July 28, 2016, to purge and
sample monitoring wells MW-1R, MW-2R, MW-3R2, MW-4, MW-5, MW-6, MW-7, MW-8,
and MW-10, to sample the underdrains for Cell 1(UD-1) and Cells 4 and 8A (UD-2), to sample
surface water monitoring points SW-1, SW-2, SW-3, and SW-4, and to sample the leachate.
Depth-to-water measurements were obtained from the network monitoring wells prior to
purging.

Monitoring wells MW-1R, MW-2R, MW-3R2, MW-4, MW-5, MW-6, MW-7, MW-8, MW-9,
and MW-10 were purged and sampled using dedicated bladder pumps and micropurge
procedures. Measurements of temperature, pH, specific conductivity, dissolved oxygen,
oxidation-reduction potential, and turbidity were recorded on approximately 1 to 5-minute
intervals during the purge, depending on the purge rate. In general, the purge rate for each well
was matched to the yield of the monitoring well, as determined by continuously monitoring the
depth-to-water, up to a maximum purge rate of 500 milliliters per minute. Purging was continued
until stabilization was indicated by the field parameters. In general, stabilization was deemed to

______________________________________________________________________________
Second Semiannual Water Quality Monitoring Report of 2016 Joyce Engineering
Foothills Regional Landfill, Permit No. 14-03 November 2016

5

be complete once the range in measured values for the required field parameters was less than
10% per parameter over three monitoring intervals.

Prior to sampling, the laboratory-supplied sample containers were prepared. Each sample
container was labeled with the sample identification number, sampling personnel, date and time
of sample collection, project name and number, and requested laboratory analyses.

The groundwater samples were collected directly from the dedicated bladder pump discharge
lines in the labeled, laboratory-supplied, pre-preserved sample containers after purging was
completed based on stabilization of field parameters. After collection, the samples were placed in
a cooler on ice, under chain-of-custody control. Copies of the sampling logs are presented in
Appendix A. Included in each log is a description of the sampling equipment, sampling location,
sampling method, field observations, and field parameter measurements.

The underdrain samples are collected directly from the discharge of the underdrain pipes. UD-1
was sampled on July 28, 2016. UD -2 was dry and could not be sampled. The surface water
samples are collected directly from the stream flow, by lowering the sample containers into the
stream, taking care to prevent the over flow of the sample containers and to minimize sample
induced turbidity. SW-1, SW-2, SW-3, and SW-4 samples were collected on July 28, 2016. The
leachate sample was a composite sample collected on July 28, 2016, directly from the leachate
piping manifold that serves the leachate holding tanks. Measurements of temperature, pH,
specific conductivity, turbidity, dissolved oxygen, and oxidation-reduction potential were
recorded during the collection of the surface water samples, and for the composite leachate
sample.

After collection, the samples were placed in a cooler on ice, for delivery to the laboratory under
chain-of-custody control. Copies of the sampling logs are presented in Appendix A, and the
field parameter data are summarized in Table 4. Included in each log is a description of the
sampling location, sampling equipment, sampling method, field observations, and field
parameter measurements.

2.4 Laboratory Analysis Program
The July 28, 2016, groundwater, surface water, and leachate samples were submitted to
Analytical Services, Inc. of Norcross, Georgia, NC laboratory certification number 381, under
chain-of-custody control for analysis. The groundwater, underdrain, surface water, and field
blank samples, were analyzed for North Carolina Appendix I list of constituents. The composite
leachate sample was analyzed for NC Appendix I constituents, Biochemical Oxygen Demand,
Chemical Oxygen Demand, Nitrate as N, Nitrate/Nitrite as N, Nitrite as N, Phosphorous, and
Sulfate. The Trip Blank was analyzed for North Carolina Appendix I organic constituents only.
JOYCE requested a Level II data report for the final laboratory report. The samples were
received by the laboratory on July 29, 2016, in good condition, properly preserved, and within

______________________________________________________________________________
Second Semiannual Water Quality Monitoring Report of 2016 Joyce Engineering
Foothills Regional Landfill, Permit No. 14-03 November 2016

6

analysis hold times. The laboratory certificates-of-analysis and chains-of-custody for the
monitoring event are included in Appendix B.

2.5 July 2016 Sampling Results
Constituents with quantified detections in the July 28, 2016, groundwater and surface water
samples are summarized in Table 5, and exceedances of groundwater or surface water standards
are summarized in Table 6. Historical data tables for groundwater, surface water, and leachate
are included in Appendices D, E, and F, respectively.

Four inorganic constituents (barium, cobalt, silver, and zinc) were detected in samples from one
or more downgradient monitoring points at concentrations above their respective Solid Waste
Section Reporting Limits (SWSLs). Barium was detected above the SWSL in MW-2R and
MW-6. Silver was detected above the SWSL in MW-7. Zinc was detected above the SWSL in
SW-4 but did not exceed its respective NC2B standard(50 ug/L). Cobalt was detected in MW-4
above the SWSL and above the Solid Waste Section (SWS) Groundwater Protection Standard
(GWPS) during the July 2016 monitoring event.

Two organic constituents (benzene and trichlorofluoromethane) were reported at a quantified
concentration above their respective SWSLs. Trichlorofluoromethane was detected in MW-3R2
but was below the North Carolina 15A NCAC 2L (NC2L) Groundwater Standard. The
detection of trichlorofluoromethane in MW-3R is consistent with historical data and is likely
related to the source presented in the approved ASD for VOCs detected in MW-3 and MW-3R.
Trichlorofluoromethane has not been historically detected in the facility leachate samples.
The reported concentration of benzene in MW-2R was 1.0 µg/L, which was equal to but not
exceeding the SWSLs of 1.0 µg/L and the NC2Ls of 1.0 µg/L. The benzene detections are
sonsitent with historical data for MW-2R.

No other organic constituents were detected above their respective SWSLs in monitoring wells
or surface water sampling points during the July 2016 event. Constituents detected in samples
collected from the leachate collection system during the July 28, 2016, monitoring event were
generally consistent with historical data.

3.0 LABORATORY AND FIELD QA/QC
A Field Blank was collected by JOYCE personnel as part of the July 28, 2016, monitoring event.
In addition to the Field Blank, a laboratory-prepared Trip Blank accompanied the volatile sample
containers for the sampling event to and from the laboratory. The Field Blank was analyzed for
NC Appendix I constituents and the Trip Blank for NC Appendix I VOCs only. In addition to the
Field and Trip Blanks, at least one Method Blank was analyzed by the laboratory for each
method used.

______________________________________________________________________________
Second Semiannual Water Quality Monitoring Report of 2016 Joyce Engineering
Foothills Regional Landfill, Permit No. 14-03 November 2016

7

Upon receipt of the laboratory data package, the data was reviewed by JOYCE personnel for the
following:

 General typographical errors;
 Correct analyses performed and within method specified hold times;
 Biased data results based on Surrogate Recoveries, Matrix Spike, Matrix Spike Duplicate;
and Laboratory Control Samples;
 Blank qualified data (B-flags);
 Detections above the groundwater and surface water standards; and
 Detections that are above historical levels.

4.0 DATA EVALUTION
4.1 Comparisons to Groundwater and Surface Water Standards
Cobalt was detected in MW-4 and UD-1 at a quantified concentration above its GWPS during
the July 28, 2016, monitoring event. The reported concentration of benzene in MW-2R was 1.0
µg/L, which was equal to but not exceeding the SWSLs of 1.0 µg/L and the NC2Ls of 1.0 µg/L.
No other inorganic or organic constituents were detected at quantified concentrations above their
respective NC2L or GWPS in surface water samples during the July 28, 2016, monitoring event.

No inorganic or organic constituents were detected in surface water samples at quantified
concentrations above their respective NC2B surface water standards during the July 28, 2016,
monitoring event.

4.2 Statistical Evaluations
The data were evaluated through the use of the Shapiro-Wilk Test, Parametric Prediction Limits,
Parametric Tolerance Intervals, Aitchison’s Adjustment, Non-parametric Prediction Limits, and
Poisson Prediction Limits, as appropriate. Background data, tests for normality, outliers,
Aitchison’s adjustment, tolerance interval, or prediction limits are used, as appropriate based on
the background data. The statistical test by which downgradient data are compared to facility
background data is based upon the nature of the data and the number of data values that are less
than the laboratory limit of detection. All statistical tests are evaluated at the 0.05 level of
significance, 95% confidence level, and are conducted as one-tailed tests.

Cobalt was detected in MW-4 at quantified concentrations above the GWPS during the July 28,
2016, monitoring event. The cobalt detections were statistically evaluated in accordance with
the procedures outlined in 15A NCAC 13B.1632.(g) and (h) to determine if the quantified
concentration exceeded the facility background concentration. Statistical analysis indicated a
background level of 44.1 mg/L for cobalt. The statistical worksheets and summary table are
presented in Appendix C. Based on the statistical evaluation, the cobalt detections were not
identified as statistically significant and are considered representative of historical background

______________________________________________________________________________
Second Semiannual Water Quality Monitoring Report of 2016 Joyce Engineering
Foothills Regional Landfill, Permit No. 14-03 November 2016

8

concentrations; therefore, the facility requests that the background be considered the applicable
groundwater protection standard for cobalt in accordance with 15A NCAC 13B.1634.(g).(5).

5.0 CONCLUSIONS
In response to a letter from NCDEQ dated August 18, 2016, Republic will submit an Alternate
Source Demonstration (ASD) for cobalt to establish the background as the GPS. Based on the
results summarized herein, Republic Services of NC, LLC, will continue monitoring the
uppermost aquifer beneath the Foothills Regional Landfill in accordance with the requirements
for Detection Monitoring Program as outlined in Title 15A NCAC 13B .1633. The next
compliance monitoring event for this facility is tentatively scheduled for January 2017.

6.0 REFERENCES
Bunnell-Lamons Engineering, Inc., Groundwater Monitoring Well & Methane Gas Monitoring
Probe Installation Report: Cell No. 8A. June 10, 2013.

Bunnell-Lamons Engineering, Inc., Groundwater Monitoring Well & Methane Gas Monitoring
Probe Installation Report: Cell No. 5A. December 14, 2015.

Golder Associates NC, Inc. (GAI), Alternate Source Demonstration- Volatile Organic
Compounds, May 2006 and Addendum to Alternate Source Demonstration- Volatile Organic
Compounds, November 2006.

Golder Associates NC, Inc. (GAI), February, 2011. First Semi-Annual 2011 Sampling Event.
Prepared for Republic Services of North Carolina, LLC.

JOYCE (Joyce Engineering, Inc.), November 2006. MW-3R2 Installation & Sampling Results.

North Carolina Dept. Environment, Health, and Natural Resources (NCDEHNR), 1995, N.C.
Water Quality Monitoring Guidance Document for Solid Waste Facilities.

North Carolina Geologic Survey, 1985, Geologic Map of North Carolina; North Carolina
Department of Natural Resources and Community Development, Geological Survey Section;
scale 1:500,000.

Tables

TABLE 1: Historical Groundwater Elevations
Well:
GW Elev.GW Elev.GW Elev.GW Elev.GW Elev.GW Elev.GW Elev.GW Elev.GW Elev.GW Elev.GW Elev.GW Elev.GW Elev.
TOC Elevation: 1390.68 1594.11 1253.36 1241.95 1242.69 1240.83 1171.18 1175.07 1173.75 1183.13 1195.18 1290.79 1356.08
19-Jul-99 1312.86 NI NI 1188.69 NI NI 1130.22 NI NI NI NI NI NI
21-Jul-00 1310.16 NI NI 1189.08 NI NI 1127.59 NI NI NI NI NI NI
9-Jan-01 1310.09 NI NI 1186.62 NI NI 1127.60 NI NI NI NI NI NI
16-Jul-01 1309.69 NI NI 1186.89 NI NI 1127.40 NI NI NI NI NI NI
21-Jan-02 1310.55 NI NI 1185.73 NI NI 1127.28 1125.83 NI NI NI NI NI
15-Jul-02 1308.70 NI NI 1186.19 NI NI 1127.37 1125.53 NI NI NI NI NI
29-Jan-03 1308.17 NI 1209.34 1189.07 1187.02 NI 1127.64 1125.96 NI NI NI NI NI
30-Jul-03 1310.23 NI 1212.76 1193.60 1188.11 NI 1130.08 1128.57 NI NI NI NI NI
14-Jan-04 1316.58 NI 1213.73 1191.72 1188.23 NI 1128.92 1128.23 NI NI NI NI NI
15-Jul-04 1316.40 NI 1213.10 1184.49 1188.34 NI 1128.65 1127.77 NI NI NI NI NI
27-Jan-05 1314.88 NI 1211.86 1193.35 1189.32 NI 1130.18 1128.32 NI NI NI NI NI
21-Jul-05 1314.83 NI 1212.37 1193.01 1190.98 NI 1129.84 1128.51 NI NI NI NI NI
18-Jan-06 1315.70 NI 1211.83 1192.82 1191.06 NI 1126.67 1127.62 1131.69 NI NI NI NI
14-Mar-06 1315.33 NI 1211.71 1186.63 1191.09 NI 1129.32 1127.28 1130.45 NI NI NI NI
23-Jan-07 1311.24 NI 1210.18 ----1209.85 1129.21 1126.65 1128.95 NI NI NI NI
25-Jul-07 1312.49 NI 1210.36 1188.75 1185.93 1206.34 1128.10 1125.69 1128.05 NI NI NI NI
7-Jan-08 1312.07 NI 1209.19 1186.42 1184.61 1203.32 1126.78 1124.80 1127.24 NI NI NI NI
6-Feb-08 --NI ------1203.63 ------NI NI NI NI
23-Jul-08 1311.07 NI 1208.44 1186.66 1184.49 1205.86 1126.54 1124.72 1129.07 NI NI NI NI
6-Jan-09 1310.18 NI 1207.92 1187.80 1186.44 1206.17 1127.08 1125.40 1129.44 NI NI NI NI
8-Jul-09 1309.47 NI 1208.63 1194.03 1190.42 1210.26 1128.29 1126.49 1131.59 NI NI NI NI
20-Jan-10 1310.56 NI 1210.60 1192.90 1188.88 1210.26 1129.08 1127.00 1131.56 NI NI NI NI
27-Jul-10 1315.19 NI 1211.87 1191.45 1187.50 1207.78 1127.30 1126.10 1130.45 1154.68 NI NI NI
24-Jan-11 1313.70 NI 1210.94 1188.51 1185.69 1205.75 1127.27 1125.80 1129.50 1150.96 NI NI NI
25-Jul-11 1311.86 NI 1211.32 1190.25 1187.24 1208.03 1127.59 1126.45 1129.47 1150.35 NI NI NI
5-Jan-12 1310.63 NI 1210.17 ----1207.90 1127.76 1126.07 1128.85 1149.68 NI NI NI
3-Jul-12 1310.05 NI 1172.73 ----1207.90 1128.23 1126.62 1129.24 1149.68 NI NI NI
30-Jan-13 1310.07 NI 1210.81 1197.17 1187.03 1208.35 1129.13 1126.86 1125.94 1150.58 NI NI NI
15-Jul-13 1313.02 NI 1203.96 1191.04 1190.80 1212.94 1131.03 1128.02 1131.40 1158.73 1164.90 NI NI
30-Jan-14 1310.23 NI 1210.95 1193.03 1187.00 1208.35 1129.17 1126.90 1125.96 1150.58 1162.13 NI NI
22-Jul-14 1313.73 NI 1213.47 1191.97 1189.19 1209.78 1128.03 1126.97 1129.89 1152.80 1162.38 NI NI
26-Jan-15 1313.33 NI 1212.42 1190.30 1188.08 1209.28 1128.63 1127.37 1129.86 1151.45 1163.81 NI NI
28-Jul-15 1312.23 NI 1211.68 1189.53 1186.99 1207.53 1128.03 1126.57 1129.15 1150.78 1162.78 NI NI
28-Jan-16 AB 1527.45 1211.38 1189.80 1188.94 1212.87 1129.53 1127.42 1130.77 1153.68 1164.78 NI 1280.97
28-Jul-16 AB 1528.46 1211.41 1190.75 1187.41 1199.82 1129.28 1127.60 1130.55 1151.40 1163.43 1226.79 1282.68
MEAN 1312.04 1527.96 1209.47 1189.94 1188.03 1207.71 1128.38 1126.77 1129.50 1151.95 1163.46 1226.79 1281.83
MAXIMUM 1316.58 1528.46 1213.73 1197.17 1191.09 1212.94 1131.03 1128.57 1131.69 1158.73 1164.90 1226.79 1282.68
MINIMUM 1308.17 1527.45 1172.73 1184.49 1184.49 1199.82 1126.54 1124.72 1125.94 1149.68 1162.13 1226.79 1280.97
Notes:-- = No data available.
DTW = Depth to water from TOC (in feet).NI = Well not yet installed.
GW Elev. = Elevation of Groundwater (in Ft-AMSL).AB = Abandoned.
TOC = Top of casing.All data prior to 2012 taken from previous reports by Golder Associates NC, Inc.
Downgradient
MW-9MW-3R2 MW-4 MW-5 MW-6 MW-7 MW-8 MW-10MW-1R
Background
MW-1 MW-2R MW-3 MW-3R
Foothills Regional Landfill
Permit No. 14-03
Joyce Engineering
TABLE 2: Hydraulic Gradients and Groundwater Velocities
Ground-Horizontal Hydraulic Effective Linear
water Gradient Conductivity Porosity Velocity
Elevation i K n e V
(feet)(ft/ft) (ft/day)(ft/day)
1,280
1,200
1,300
1,140
1,520
1,140
AVERAGE:0.114 AVERAGE:0.43
Notes:
Horizontal velocities based on the modified Darcy equation: V = Ki/ne .
Values for K and n e were taken from Golder's May 2006 ASD report referenced in the text.
See Drawing 1 for flow segments.
0.59i32,400 WSW 0.158 0.374 0.10
July 28, 2016
0.374 0.10
Gradient
Calculation
Segment
Flow Line Length
(feet)Flow Direction
0.300.080
0.10 0.39
i 1 996
i 2 1,542 WSW 0.104 0.374
S
Foothills Regional Landfill
Permit No. 14-03
Joyce Engineering
TABLE 3: Well Construction Information
MW-1 07/31/98 1387.68 1390.68 92 2 1295.68-1315.68 Bedrock
MW-1R 10/19/15 1591.17 1594.11 75.14 2 1516.23-1531.23 Bedrock
MW-2R 08/01/02 1250.18 1253.36 60.5 2 1189.73-1204.73 Bedrock
MW-3 03/25/99 1239.53 1241.95 76 2 1163.33-1173.33 Bedrock
MW-3R 08/01/02 1239.80 1242.69 75 2 1164.90-1179.90 Bedrock
MW-3R2 08/17/06 1238.42 1240.83 71.5 2 1169.42-1179.42 Bedrock
MW-4 03/25/99 1168.95 1171.18 50 2 1118.95-1128.95 Bedrock
MW-5 07/23/01 1172.26 1175.07 51.7 2 1120.59-1130.59 Partially Weathered Rock
MW-6 10/12/05 1173.75 1176.82 53.5 2 1123.40-1138.40 Partially Weathered Rock
MW-7 04/19/10 1180.36 1183.13 37.62 2 1157.99-1142.99 Bedrock
MW-8 04/09/13 1192.35 1195.18 46.73 2 1163.65-1148.65 Partially Weathered Rock
MW-9 07/05/16 1288.1 1290.79 51.3 2 1228.49 - 1213.49 Partially Weathered Rock
MW-10 10/19/15 1355.08 1358.53 84.56 2 1273.97-1288.97 Bedrock
Notes:
TOC = Top of Casing (measuring point).
Ft-AMSL = feet above mean sea level.
MW-3 and MW-3R are used for collection of water level data only.
All data prior to 2012 taken from previous reports by Golder Associates NC, Inc.
MW-1 was abandoned in October 2015 and replaced by MW-1R and MW-10.
Screened Geologic
Formation
Well
Identification Construction Date
Ground Surface
Elevation
(Ft-AMSL)
TOC Elevation
(Ft-AMSL)
Well Depth
(feet)
Well Diameter
(inches)
Screened Interval
(Ft-AMSL)
Foothills Regional Landfill
Permit No. 14-03
Joyce Engineering
TABLE 4: Field Parameters
WELL ID PARAMETER RESULT UNITS COLLECT DATE
1403-MW1R Temperature 20.20 °C 7/28/2016
1403-MW1R Dissolved Oxygen 4.80 mg/L 7/28/2016
1403-MW1R Conductivity 131.90 µS/cm 7/28/2016
1403-MW1R pH 5.79 S.U 7/28/2016
1403-MW1R Oxidation Reduction Potential 51.50 mV 7/28/2016
1403-MW1R Turbidity 3.04 ntu 7/28/2016
1403-MW1R Static Water Level 65.65 ft 7/28/2016
1403-MW1R Well Depth 78.08 ft 7/28/2016
1403-MW2R Temperature 21.60 °C 7/28/2016
1403-MW2R Dissolved Oxygen 0.97 mg/L 7/28/2016
1403-MW2R Conductivity 131.90 µS/cm 7/28/2016
1403-MW2R pH 5.19 S.U 7/28/2016
1403-MW2R Oxidation Reduction Potential 47.60 mV 7/28/2016
1403-MW2R Turbidity 2.08 ntu 7/28/2016
1403-MW2R Static Water Level 41.95 ft 7/28/2016
1403-MW2R Well Depth 63.70 ft 7/28/2016
1403-MW3 Static Water Level 51.20 ft 7/28/2016
1403-MW3 Well Depth 78.42 ft 7/28/2016
1403-MW3R Static Water Level 55.28 ft 7/28/2016
1403-MW3R Well Depth 77.89 ft 7/28/2016
1403-MW3R2 Temperature 20.80 °C 7/28/2016
1403-MW3R2 Dissolved Oxygen 3.83 mg/L 7/28/2016
1403-MW3R2 Conductivity 128.50 µS/cm 7/28/2016
1403-MW3R2 pH 5.31 S.U 7/28/2016
1403-MW3R2 Oxidation Reduction Potential 26.50 mV 7/28/2016
1403-MW3R2 Turbidity 1.52 ntu 7/28/2016
1403-MW3R2 Static Water Level 32.90 ft 7/28/2016
1403-MW3R2 Well Depth 73.91 ft 7/28/2016
1403-MW4 Temperature 20.50 °C 7/28/2016
1403-MW4 Dissolved Oxygen 0.20 mg/L 7/28/2016
1403-MW4 Conductivity 29.60 µS/cm 7/28/2016
1403-MW4 pH 4.78 S.U 7/28/2016
1403-MW4 Oxidation Reduction Potential 44.10 mV 7/28/2016
1403-MW4 Turbidity 6.73 ntu 7/28/2016
1403-MW4 Static Water Level 41.90 ft 7/28/2016
1403-MW4 Well Depth 52.20 ft 7/28/2016
Republic- Foothills Landfill
Permit No. 14-03 Page 1 of 4
Joyce Engineering
TABLE 4: Field Parameters
WELL ID PARAMETER RESULT UNITS COLLECT DATE
1403-MW5 Temperature 20.70 °C 7/28/2016
1403-MW5 Dissolved Oxygen 1.13 mg/L 7/28/2016
1403-MW5 Conductivity 142.00 µS/cm 7/28/2016
1403-MW5 pH 4.67 S.U 7/28/2016
1403-MW5 Oxidation Reduction Potential 39.40 mV 7/28/2016
1403-MW5 Turbidity 3.31 ntu 7/28/2016
1403-MW5 Static Water Level 47.47 ft 7/28/2016
1403-MW5 Well Depth 54.50 ft 7/28/2016
1403-MW6 Temperature 20.00 °C 7/28/2016
1403-MW6 Dissolved Oxygen 1.41 mg/L 7/28/2016
1403-MW6 Conductivity 137.80 µS/cm 7/28/2016
1403-MW6 pH 4.69 S.U 7/28/2016
1403-MW6 Oxidation Reduction Potential 50.20 mV 7/28/2016
1403-MW6 Turbidity 4.50 ntu 7/28/2016
1403-MW6 Static Water Level 43.20 ft 7/28/2016
1403-MW6 Well Depth 56.57 ft 7/28/2016
1403-MW7 Temperature 17.80 °C 7/28/2016
1403-MW7 Dissolved Oxygen 7.09 mg/L 7/28/2016
1403-MW7 Conductivity 101.00 µS/cm 7/28/2016
1403-MW7 pH 5.21 S.U 7/28/2016
1403-MW7 Oxidation Reduction Potential 64.20 mV 7/28/2016
1403-MW7 Turbidity 13.50 ntu 7/28/2016
1403-MW7 Static Water Level 31.73 ft 7/28/2016
1403-MW7 Well Depth 40.39 ft 7/28/2016
1403-MW8 Temperature 16.30 °C 7/28/2016
1403-MW8 Dissolved Oxygen 0.76 mg/L 7/28/2016
1403-MW8 Conductivity 48.60 µS/cm 7/28/2016
1403-MW8 pH 5.59 S.U 7/28/2016
1403-MW8 Oxidation Reduction Potential 50.70 mV 7/28/2016
1403-MW8 Turbidity 3.89 ntu 7/28/2016
1403-MW8 Static Water Level 31.75 ft 7/28/2016
1403-MW8 Well Depth 49.56 ft 7/28/2016
1403-MW9 Temperature 20.80 °C 7/28/2016
1403-MW9 Dissolved Oxygen 1.74 mg/L 7/28/2016
1403-MW9 Conductivity 147.40 µS/cm 7/28/2016
1403-MW9 pH 4.85 S.U 7/28/2016
1403-MW9 Oxidation Reduction Potential 40.50 mV 7/28/2016
1403-MW9 Turbidity 4.70 ntu 7/28/2016
1403-MW9 Static Water Level 64.00 ft 7/28/2016
1403-MW9 Well Depth 73.40 ft 7/28/2016
Republic- Foothills Landfill
Permit No. 14-03 Page 2 of 4
Joyce Engineering
TABLE 4: Field Parameters
WELL ID PARAMETER RESULT UNITS COLLECT DATE
1403-MW10 Temperature 17.90 °C 7/28/2016
1403-MW10 Dissolved Oxygen 7.89 mg/L 7/28/2016
1403-MW10 Conductivity 61.1 µS/cm 7/28/2016
1403-MW10 pH 6.28 S.U 7/28/2016
1403-MW10 Oxidation Reduction Potential 27.0 mV 7/28/2016
1403-MW10 Turbidity 10.27 ntu 7/28/2016
1403-MW10 Static Water Level 73.40 ft 7/28/2016
1403-MW10 Well Depth 88.21 ft 7/28/2016
1403-UD1 Temperature 28.50 °C 7/28/2016
1403-UD1 Dissolved Oxygen 3.94 mg/L 7/28/2016
1403-UD1 Conductivity 253.10 µS/cm 7/28/2016
1403-UD1 pH 5.03 S.U 7/28/2016
1403-UD1 Oxidation Reduction Potential 23.50 mV 7/28/2016
1403-UD1 Turbidity 12.39 ntu 7/28/2016
1403-SW1 Temperature 23.90 °C 7/28/2016
1403-SW1 Dissolved Oxygen 6.49 mg/L 7/28/2016
1403-SW1 Conductivity 71.30 µS/cm 7/28/2016
1403-SW1 pH 5.19 S.U 7/28/2016
1403-SW1 Oxidation Reduction Potential 50.80 mV 7/28/2016
1403-SW1 Turbidity 12.39 ntu 7/28/2016
1403-SW2 Temperature 24.90 °C 7/28/2016
1403-SW2 Dissolved Oxygen 6.50 mg/L 7/28/2016
1403-SW2 Conductivity 113.70 µS/cm 7/28/2016
1403-SW2 pH 4.96 S.U 7/28/2016
1403-SW2 Oxidation Reduction Potential 26.80 mV 7/28/2016
1403-SW2 Turbidity 10.75 ntu 7/28/2016
Republic- Foothills Landfill
Permit No. 14-03 Page 3 of 4
Joyce Engineering
TABLE 4: Field Parameters
WELL ID PARAMETER RESULT UNITS COLLECT DATE
1403-SW3 Temperature 24.80 °C 7/28/2016
1403-SW3 Dissolved Oxygen 6.13 mg/L 7/28/2016
1403-SW3 Conductivity 105.20 µS/cm 7/28/2016
1403-SW3 pH 5.86 S.U 7/28/2016
1403-SW3 Oxidation Reduction Potential 13.20 mV 7/28/2016
1403-SW3 Turbidity 9.82 ntu 7/28/2016
1403-SW4 Temperature 25.40 °C 7/28/2016
1403-SW4 Dissolved Oxygen 7.78 mg/L 7/28/2016
1403-SW4 Conductivity 92.00 µS/cm 7/28/2016
1403-SW4 pH 7.62 S.U 7/28/2016
1403-SW4 Oxidation Reduction Potential 49.70 mV 7/28/2016
1403-SW4 Turbidity 27.00 ntu 7/28/2016
1403-Leachate Temperature 44.50 °C 7/28/2016
1403-Leachate Dissolved Oxygen 3.49 mg/L 7/28/2016
1403-Leachate Conductivity >3999 µS/cm 7/28/2016
1403-Leachate pH 7.53 S.U 7/28/2016
1403-Leachate Oxidation Reduction Potential -81.30 mV 7/28/2016
1403-Leachate Turbidity >1000 ntu 7/28/2016
Notes: ºC= degrees Centigrade
mg/L - milligrams per liter
µS/cm = microSiemens per centimeter
S.U.= Standard Units
mV = millivolt
ntu = Nephelometric Turbidity Units
ft = feet
Republic- Foothills Landfill
Permit No. 14-03 Page 4 of 4
Joyce Engineering
TA
B
L
E

5
QU
A
N
T
I
F
I
E
D

D
E
T
E
C
T
I
O
N
S
LO
C
A
T
I
O
N

I
D

P
A
R
A
M
E
T
E
R

R
E
S
U
L
T

U
N
I
T
S

S
W
S
L
CO
L
L
E
C
T
I
O
N

DA
T
E
14
0
3
-
M
W
2
R

T
o
t
a
l

B
a
r
i
u
m

2
2
7

µ
g
/
L

1
0
0

0
7
/
2
8
/
2
0
1
6
14
0
3
-
M
W
2
R

B
e
n
z
e
n
e

1
.
0

µ
g
/
L

1
.
0

0
7
/
2
8
/
2
0
1
6
14
0
3
-
M
W
3
R
2

T
r
i
c
h
l
o
r
o
f
l
u
o
r
o
m
e
t
h
a
n
e

1
.
0

µ
g
/
L

1
.
0

0
7
/
2
8
/
2
0
1
6
14
0
3
-
M
W
4

T
o
t
a
l

C
o
b
a
l
t

1
8
.
7

µ
g
/
L

1
0
.
0

0
7
/
2
8
/
2
0
1
6
14
0
3
-
M
W
6

T
o
t
a
l

B
a
r
i
u
m

1
8
9

µ
g
/
L

1
0
0

0
7
/
2
8
/
2
0
1
6
14
0
3
-
M
W
7

T
o
t
a
l

S
i
l
v
e
r

1
0
.
9

µ
g
/
L

1
0
.
0

0
7
/
2
8
/
2
0
1
6
14
0
3
-
S
W
4

T
o
t
a
l

Z
i
n
c

2
1
.
5

µ
g
/
L

1
0
.
0

0
7
/
2
8
/
2
0
1
6
No
t
e
s
:

µg
/
L

=

M
i
c
o
r
g
r
a
m
s

p
e
r

l
i
t
e
r
.
SW
S
L

=

N
C

S
o
i
l
d

W
a
s
t
e

S
e
c
t
i
o
n

R
e
p
o
r
t
i
n
g

L
i
m
i
t
.
La
b
o
r
a
t
o
r
y

R
e
p
o
r
t
i
n
g

l
i
m
i
t

u
s
e
d

w
h
e
n

S
W
S
L

h
a
s

n
o
t

b
e
e
n

e
s
t
a
b
l
i
s
h
e
d
.
*
=

R
e
s
a
m
p
l
e

(
v
e
r
i
f
i
c
a
t
i
o
n
)

E
v
e
n
t
.
J
=

E
s
t
i
m
a
t
e
d

c
o
n
c
e
n
t
r
a
t
i
o
n

b
e
l
o
w

t
h
e

S
W
S
L
.
Re
p
u
b
l
i
c

S
e
r
v
i
c
e
s

o
f

N
C
Fo
o
t
h
i
l
l
s

E
n
v
i
r
o
n
m
e
n
t
a
l

L
F
Pa
g
e

1

J
o
y
c
e

E
n
g
i
n
e
e
r
i
n
g
TA
B
L
E

6

E
x
c
e
e
d
a
n
c
e
s

o
f

G
r
o
u
n
d
w
a
t
e
r

a
n
d

S
u
r
f
a
c
e

W
a
t
e
r

S
t
a
n
d
a
r
d
s

WE
L
L

I
D

P
A
R
A
M
E
T
E
R

R
E
S
U
L
T

U
N
I
T
S

S
W
S
L

N
C
2
L
/
*
G
W
P
S

B
K
G

D
A
T
E
14
0
3
-
M
W
4

C
o
b
a
l
t

1
8
.
7

µ
g
/
L
10
.
0

1
.
0
*

4
4
.
1
7/28/2016
NO
T
E
S
:

Al
l

R
e
s
u
l
t
s

i
n

m
i
c
o
r
g
r
a
m
s

p
e
r

l
i
t
e
r

(
µ
g
/
L
)
.
SW
S
L

=

N
C

S
o
i
l
d

W
a
s
t
e

S
e
c
t
i
o
n

R
e
p
o
r
t
i
n
g

L
i
m
i
t
.
NC
2
L

=

N
C

G
r
o
u
n
d
w
a
t
e
r

S
t
a
n
d
a
r
d

f
r
o
m

1
5
A

N
C
A
C

2
L
.
0
2
0
2
.
GW
P
S

=

N
C

S
o
l
i
d

W
a
s
t
e

S
e
c
t
i
o
n

G
r
o
u
n
d
w
a
t
e
r

P
r
o
t
e
c
t
i
o
n

S
t
a
n
d
a
r
d

(
f
o
r

c
o
n
s
t
i
t
u
e
n
t
s

w
i
t
h

n
o

N
C
2
L
)
.
J
=

E
s
t
i
m
a
t
e
d

c
o
n
c
e
n
t
r
a
t
i
o
n

b
e
l
o
w

t
h
e

S
W
S
L
.
AS
D

f
o
r

I
r
o
n

a
n
d

M
a
n
g
a
n
e
s
e

a
p
p
r
o
v
e
d

b
y

D
E
N
R
-
S
W
S

o
n

J
u
n
e

9
,

2
0
1
1
.

Re
p
u
b
l
i
c
-

F
o
o
t
h
i
l
l
s

L
a
n
d
f
i
l
l

Pe
r
m
i
t

N
o
.

1
4
-
0
3
Joyce Engineering
Co
n
s
t
i
t
u
e
n
t

N
C
2
L

G
W
P
S
Da
t
a

Di
s
t
r
i
b
u
t
i
o
n
St
a
t
i
s
t
i
c
a
l

M
e
t
h
o
d

u
s
e
d

t
o

Es
t
a
b
l
i
s
h

B
a
c
k
g
r
o
u
n
d
Ca
l
c
u
l
a
t
e
d

Ba
c
k
g
r
o
u
n
d

Co
n
c
e
n
t
r
a
t
i
o
n
Sa
m
p
l
e

L
o
c
a
t
i
o
n

S
a
m
p
l
e

R
e
s
u
l
t

S
S
I
Co
b
a
l
t

N
/
E

1

9
7
%

T
r
u
n
c
a
t
e
d

U
p
p
e
r

P
o
i
s
s
o
n

P
r
e
d
i
c
t
i
o
n

L
i
m
i
t

-

I
n
t
e
r
w
e
l
l

4
4
.
1

M
W
-
4

1
8
.
7

N
O
No
t
e
s
:
Co
n
c
e
n
t
r
a
t
i
o
n
s

a
r
e

i
n

m
i
c
r
o
g
r
a
m
s

p
e
r

l
i
t
e
r

(
µ
g
/
L
)
.
NC
2
L

=

N
o
r
t
h

C
a
r
o
l
i
n
a

G
r
o
u
n
d
w
a
t
e
r

S
t
a
n
d
a
r
d

e
s
t
a
b
l
i
s
h
e
d

i
n

1
5
A

N
C
A
C

2
L
.
0
2
0
2
.
GW
P
S

=

G
r
o
u
n
d
w
a
t
e
r

P
r
o
t
e
c
t
i
o
n

S
t
a
n
d
a
r
d

e
s
t
a
b
l
i
s
h
e
d

b
y

t
h
e

D
E
N
R

-
S
W
S
.
SS
I

=

S
t
a
t
i
s
t
i
c
a
l
l
y

s
i
g
n
i
f
i
c
a
n
t

i
n
c
r
e
a
s
e

o
v
e
r

b
a
c
k
g
r
o
u
n
d
.
N/
E

=

N
o
t

e
s
t
a
b
l
i
s
h
e
d
.
TA
B
L
E

7
:

S
t
a
t
i
s
t
i
c
a
l

B
a
c
k
g
r
o
u
n
d

A
n
a
l
y
s
e
s

Fo
o
t
h
i
l
l
s

R
e
g
i
o
n
a
l

L
a
n
d
f
i
l
l
Pe
r
m
i
t

N
o
.

1
4
-
0
3
Joyce Engineering

Drawing

Appendix A

Groundwater and Surface Water
Field Sampling Logs

Appendix B

Laboratory Analytical Reports
and Chains-of-Custody

PACE ANALYTICAL SERVICES, INC.
Environmental Monitoring & Laboratory Analysis
110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
Republic Services of North Carolina, LLC
Project: Foothills Environmental Landfill
Conover, NC 28613
1220 Commerce Street, SW
Mr. Derek Bouchard
We appreciate the opportunity to provide the analytical support for your project. The analytical results in this report are based upon information supplied by you, the client, and are for your exclusive use. If you have any questions regarding this data package, please do not hesitate to call. Pace Analytical Services, Inc. certifies
that the following analytical results meet all requirements of the National Environmental Laboratory Accreditation Conference(NELAC).All test results relate only to the samples analyzed.
Laboratory Report
Project #:[none]
Prepared For:
Attention:
August 15, 2016
Report Number:AZG0874
Approved:
This report may not be reproduced, except in full, without written approval from Pace Analytical Services, Inc.
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
Sample ID Laboratory ID Matrix Date Sampled
ANALYTICAL REPORT FOR SAMPLES
Date Received
1403-MW1R AZG0874-01 07/28/16 11:47 07/29/16 08:55Ground Water
1403-MW2R AZG0874-02 07/28/16 14:35 07/29/16 08:55Ground Water
1403-MW3R2 AZG0874-03 07/28/16 14:10 07/29/16 08:55Ground Water
1403-MW4 AZG0874-04 07/28/16 13:41 07/29/16 08:55Ground Water
1403-MW5 AZG0874-05 07/28/16 13:27 07/29/16 08:55Ground Water
1403-MW6 AZG0874-06 07/28/16 13:03 07/29/16 08:55Ground Water
1403-MW7 AZG0874-07 07/28/16 12:45 07/29/16 08:55Ground Water
1403-MW8 AZG0874-08 07/28/16 12:17 07/29/16 08:55Ground Water
1403-MW10 AZG0874-09 07/28/16 11:25 07/29/16 08:55Ground Water
1403-UD1 AZG0874-10 07/28/16 13:48 07/29/16 08:55Water
1403-MW09 AZG0874-11 07/28/16 14:59 07/29/16 08:55Ground Water
1403-SW1 AZG0874-12 07/28/16 12:11 07/29/16 08:55Surface Water
1403-SW2 AZG0874-13 07/28/16 13:46 07/29/16 08:55Surface Water
1403-SW3 AZG0874-14 07/28/16 15:28 07/29/16 08:55Surface Water
1403-SW4 AZG0874-15 07/28/16 15:36 07/29/16 08:55Surface Water
1403-Field Blank AZG0874-16 07/28/16 15:40 07/29/16 08:55Water
1403-Trip Blank AZG0874-17 07/26/16 08:00 07/29/16 08:55Water
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/
RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis
Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW1R
Ground Water
AZG0874-01 AZG087407/28/16 11:47
Project:Foothills Environmental Landfill
07/29/16 08:55
Metals, Total
EPA 6020B 2.09 ug/L1Antimony6.00 B-01, J 6080257EPA 3005A 0.25 7440-36-0 08/10/16 17:2908/10/16 08:35
NDEPA 6020B ug/L1Arsenic10.0 6080257EPA 3005A 0.75 7440-38-2 08/10/16 17:2908/10/16 08:35
EPA 6020B 75.2 ug/L1Barium100 J 6080257EPA 3005A 0.30 7440-39-3 08/10/16 17:2908/10/16 08:35
NDEPA 6020B ug/L1Beryllium1.00 6080257EPA 3005A 0.09 7440-41-7 08/10/16 17:2908/10/16 08:35
NDEPA 6020B ug/L1Cadmium1.00 6080257EPA 3005A 0.10 7440-43-9 08/10/16 17:2908/10/16 08:35
EPA 6020B 0.46 ug/L1Chromium10.0 J 6080257EPA 3005A 0.43 7440-47-3 08/10/16 17:2908/10/16 08:35
NDEPA 6020B ug/L1Cobalt10.0 6080257EPA 3005A 0.29 7440-48-4 08/10/16 17:2908/10/16 08:35
EPA 6020B 1.16 ug/L1Copper10.0 J 6080257EPA 3005A 0.41 7440-50-8 08/10/16 17:2908/10/16 08:35
NDEPA 6020B ug/L1Lead10.0 6080257EPA 3005A 0.08 7439-92-1 08/10/16 17:2908/10/16 08:35
EPA 6020B 0.76 ug/L1Nickel50.0 J 6080257EPA 3005A 0.48 7440-02-0 08/10/16 17:2908/10/16 08:35
NDEPA 6020B ug/L1Selenium10.0 6080257EPA 3005A 0.85 7782-49-2 08/10/16 17:2908/10/16 08:35
NDEPA 6020B ug/L1Silver10.0 6080257EPA 3005A 0.22 7440-22-4 08/10/16 17:2908/10/16 08:35
EPA 6020B 0.13 ug/L1Thallium5.50 J 6080257EPA 3005A 0.06 7440-28-0 08/10/16 17:2908/10/16 08:35
NDEPA 6020B ug/L1Vanadium25.0 6080257EPA 3005A 1.57 7440-62-2 08/10/16 17:2908/10/16 08:35
EPA 6020B 1.76 ug/L1Zinc10.0 J 6080257EPA 3005A 1.30 7440-66-6 08/10/16 17:2908/10/16 08:35
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1Acetone100 6080039EPA 5030B 4.9 67-64-1 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L1Acrylonitrile200 6080039EPA 5030B 1.8 107-13-1 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L1Benzene1.0 6080039EPA 5030B 0.2 71-43-2 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L1Bromochloromethane3.0 6080039EPA 5030B 0.7 74-97-5 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L1Bromodichloromethane1.0 6080039EPA 5030B 0.6 75-27-4 08/01/16 12:4408/01/16 07:00
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW1R
Ground Water
AZG0874-01 AZG087407/28/16 11:47
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1Bromoform3.0 6080039EPA 5030B 0.7 75-25-2 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L1Bromomethane10 6080039EPA 5030B 0.8 74-83-9 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L1Carbon Disulfide 100 6080039EPA 5030B 0.6 75-15-0 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L1Carbon Tetrachloride 1.0 6080039EPA 5030B 0.6 56-23-5 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L1Chlorobenzene3.0 6080039EPA 5030B 0.4 108-90-7 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L1Chloroethane10 6080039EPA 5030B 0.4 75-00-3 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L1Chloroform5.0 6080039EPA 5030B 0.3 67-66-3 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L1Chloromethane1.0 6080039EPA 5030B 0.4 74-87-3 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L1Dibromochloromethane3.0 6080039EPA 5030B 0.7 124-48-1 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L11,2-Dibromo-3-chloropropane 13 6080039EPA 5030B 2.0 96-12-8 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L11,2-Dibromoethane 1.0 6080039EPA 5030B 0.7 106-93-4 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L1Dibromomethane10 6080039EPA 5030B 0.7 74-95-3 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L11,2-Dichlorobenzene 5.0 6080039EPA 5030B 0.5 95-50-1 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L11,4-Dichlorobenzene 1.0 6080039EPA 5030B 0.3 106-46-7 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L1trans-1,4-Dichloro-2-butene 100 6080039EPA 5030B 1.5 110-57-6 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L11,1-Dichloroethane 5.0 6080039EPA 5030B 0.4 75-34-3 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L11,2-Dichloroethane 1.0 6080039EPA 5030B 0.3 107-06-2 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L11,1-Dichloroethene 5.0 6080039EPA 5030B 0.5 75-35-4 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L1cis-1,2-Dichloroethene 5.0 6080039EPA 5030B 0.5 156-59-2 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L1trans-1,2-Dichloroethene 5.0 6080039EPA 5030B 0.4 156-60-5 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L11,2-Dichloropropane 1.0 6080039EPA 5030B 0.5 78-87-5 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L1cis-1,3-Dichloropropene 1.0 6080039EPA 5030B 0.4 10061-01-5 08/01/16 12:4408/01/16 07:00
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW1R
Ground Water
AZG0874-01 AZG087407/28/16 11:47
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1trans-1,3-Dichloropropene 1.0 6080039EPA 5030B 0.4 10061-02-6 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L1Ethylbenzene1.0 6080039EPA 5030B 0.2 100-41-4 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L1Iodomethane10 6080039EPA 5030B 0.6 74-88-4 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L1Methyl Butyl Ketone (2-Hexanone)50 6080039EPA 5030B 0.9 591-78-6 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L1Methylene Chloride 1.0 6080039EPA 5030B 0.5 75-09-2 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L1Methyl Ethyl Ketone
(2-Butanone)100 6080039EPA 5030B 1.1 78-93-3 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L14-Methyl-2-pentanone (MIBK)100 6080039EPA 5030B 1.7 108-10-1 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L1Styrene1.0 6080039EPA 5030B 0.4 100-42-5 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L11,1,1,2-Tetrachloroethane 5.0 6080039EPA 5030B 0.6 630-20-6 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L11,1,2,2-Tetrachloroethane 3.0 6080039EPA 5030B 0.5 79-34-5 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L1Tetrachloroethene1.0 6080039EPA 5030B 0.4 127-18-4 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L1Toluene1.0 6080039EPA 5030B 0.3 108-88-3 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L11,1,1-Trichloroethane 1.0 6080039EPA 5030B 0.4 71-55-6 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L11,1,2-Trichloroethane 1.0 6080039EPA 5030B 0.8 79-00-5 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L1Trichloroethene1.0 6080039EPA 5030B 0.4 79-01-6 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L1Trichlorofluoromethane1.0 6080039EPA 5030B 0.5 75-69-4 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L11,2,3-Trichloropropane 1.0 6080039EPA 5030B 0.7 96-18-4 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L1Vinyl Acetate 50 6080039EPA 5030B 0.8 108-05-4 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L1Vinyl Chloride 1.0 6080039EPA 5030B 0.7 75-01-4 08/01/16 12:4408/01/16 07:00
NDEPA 8260B ug/L1Xylenes, total 5.0 6080039EPA 5030B 0.4 1330-20-7 08/01/16 12:4408/01/16 07:00
EPA 8260B 104 %Surr: Dibromofluoromethane 6080039EPA 5030B 1868-53-7 08/01/16 12:4408/01/16 07:0080-120
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW1R
Ground Water
AZG0874-01 AZG087407/28/16 11:47
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
EPA 8260B 107 %Surr: 1,2-Dichloroethane-d4 6080039EPA 5030B 17060-07-0 08/01/16 12:4408/01/16 07:0078-120
EPA 8260B 104 %Surr: Toluene-d8 6080039EPA 5030B 2037-26-5 08/01/16 12:4408/01/16 07:0080-120
EPA 8260B 100 %Surr: 4-Bromofluorobenzene 6080039EPA 5030B 460-00-4 08/01/16 12:4408/01/16 07:0080-120
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW2R
Ground Water
AZG0874-02 AZG087407/28/16 14:35
Project:Foothills Environmental Landfill
07/29/16 08:55
Metals, Total
EPA 6020B 0.70 ug/L1Antimony6.00 B-01, J 6080257EPA 3005A 0.25 7440-36-0 08/10/16 17:3508/10/16 08:35
NDEPA 6020B ug/L1Arsenic10.0 6080257EPA 3005A 0.75 7440-38-2 08/10/16 17:3508/10/16 08:35
EPA 6020B 227 ug/L1Barium100 6080257EPA 3005A 0.30 7440-39-3 08/10/16 17:3508/10/16 08:35
EPA 6020B 0.12 ug/L1Beryllium1.00 J 6080257EPA 3005A 0.09 7440-41-7 08/10/16 17:3508/10/16 08:35
NDEPA 6020B ug/L1Cadmium1.00 6080257EPA 3005A 0.10 7440-43-9 08/10/16 17:3508/10/16 08:35
NDEPA 6020B ug/L1Chromium10.0 6080257EPA 3005A 0.43 7440-47-3 08/10/16 17:3508/10/16 08:35
NDEPA 6020B ug/L1Cobalt10.0 6080257EPA 3005A 0.29 7440-48-4 08/10/16 17:3508/10/16 08:35
NDEPA 6020B ug/L1Copper10.0 6080257EPA 3005A 0.41 7440-50-8 08/10/16 17:3508/10/16 08:35
NDEPA 6020B ug/L1Lead10.0 6080257EPA 3005A 0.08 7439-92-1 08/10/16 17:3508/10/16 08:35
NDEPA 6020B ug/L1Nickel50.0 6080257EPA 3005A 0.48 7440-02-0 08/10/16 17:3508/10/16 08:35
NDEPA 6020B ug/L1Selenium10.0 6080257EPA 3005A 0.85 7782-49-2 08/10/16 17:3508/10/16 08:35
NDEPA 6020B ug/L1Silver10.0 6080257EPA 3005A 0.22 7440-22-4 08/10/16 17:3508/10/16 08:35
NDEPA 6020B ug/L1Thallium5.50 6080257EPA 3005A 0.06 7440-28-0 08/10/16 17:3508/10/16 08:35
NDEPA 6020B ug/L1Vanadium25.0 6080257EPA 3005A 1.57 7440-62-2 08/10/16 17:3508/10/16 08:35
EPA 6020B 2.27 ug/L1Zinc10.0 J 6080257EPA 3005A 1.30 7440-66-6 08/10/16 17:3508/10/16 08:35
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1Acetone100 6080039EPA 5030B 4.9 67-64-1 08/01/16 13:1008/01/16 07:00
NDEPA 8260B ug/L1Acrylonitrile200 6080039EPA 5030B 1.8 107-13-1 08/01/16 13:1008/01/16 07:00
EPA 8260B 1.0 ug/L1Benzene1.0 6080039EPA 5030B 0.2 71-43-2 08/01/16 13:1008/01/16 07:00
NDEPA 8260B ug/L1Bromochloromethane3.0 6080039EPA 5030B 0.7 74-97-5 08/01/16 13:1008/01/16 07:00
NDEPA 8260B ug/L1Bromodichloromethane1.0 6080039EPA 5030B 0.6 75-27-4 08/01/16 13:1008/01/16 07:00
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW2R
Ground Water
AZG0874-02 AZG087407/28/16 14:35
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1Bromoform3.0 6080039EPA 5030B 0.7 75-25-2 08/01/16 13:1008/01/16 07:00
NDEPA 8260B ug/L1Bromomethane10 6080039EPA 5030B 0.8 74-83-9 08/01/16 13:1008/01/16 07:00
NDEPA 8260B ug/L1Carbon Disulfide 100 6080039EPA 5030B 0.6 75-15-0 08/01/16 13:1008/01/16 07:00
NDEPA 8260B ug/L1Carbon Tetrachloride 1.0 6080039EPA 5030B 0.6 56-23-5 08/01/16 13:1008/01/16 07:00
NDEPA 8260B ug/L1Chlorobenzene3.0 6080039EPA 5030B 0.4 108-90-7 08/01/16 13:1008/01/16 07:00
NDEPA 8260B ug/L1Chloroethane10 6080039EPA 5030B 0.4 75-00-3 08/01/16 13:1008/01/16 07:00
NDEPA 8260B ug/L1Chloroform5.0 6080039EPA 5030B 0.3 67-66-3 08/01/16 13:1008/01/16 07:00
NDEPA 8260B ug/L1Chloromethane1.0 6080039EPA 5030B 0.4 74-87-3 08/01/16 13:1008/01/16 07:00
NDEPA 8260B ug/L1Dibromochloromethane3.0 6080039EPA 5030B 0.7 124-48-1 08/01/16 13:1008/01/16 07:00
NDEPA 8260B ug/L11,2-Dibromo-3-chloropropane 13 6080039EPA 5030B 2.0 96-12-8 08/01/16 13:1008/01/16 07:00
NDEPA 8260B ug/L11,2-Dibromoethane 1.0 6080039EPA 5030B 0.7 106-93-4 08/01/16 13:1008/01/16 07:00
NDEPA 8260B ug/L1Dibromomethane10 6080039EPA 5030B 0.7 74-95-3 08/01/16 13:1008/01/16 07:00
NDEPA 8260B ug/L11,2-Dichlorobenzene 5.0 6080039EPA 5030B 0.5 95-50-1 08/01/16 13:1008/01/16 07:00
NDEPA 8260B ug/L11,4-Dichlorobenzene 1.0 6080039EPA 5030B 0.3 106-46-7 08/01/16 13:1008/01/16 07:00
NDEPA 8260B ug/L1trans-1,4-Dichloro-2-butene 100 6080039EPA 5030B 1.5 110-57-6 08/01/16 13:1008/01/16 07:00
EPA 8260B 0.7 ug/L11,1-Dichloroethane 5.0 J 6080039EPA 5030B 0.4 75-34-3 08/01/16 13:1008/01/16 07:00
NDEPA 8260B ug/L11,2-Dichloroethane 1.0 6080039EPA 5030B 0.3 107-06-2 08/01/16 13:1008/01/16 07:00
NDEPA 8260B ug/L11,1-Dichloroethene 5.0 6080039EPA 5030B 0.5 75-35-4 08/01/16 13:1008/01/16 07:00
EPA 8260B 1.9 ug/L1cis-1,2-Dichloroethene 5.0 J 6080039EPA 5030B 0.5 156-59-2 08/01/16 13:1008/01/16 07:00
NDEPA 8260B ug/L1trans-1,2-Dichloroethene 5.0 6080039EPA 5030B 0.4 156-60-5 08/01/16 13:1008/01/16 07:00
NDEPA 8260B ug/L11,2-Dichloropropane 1.0 6080039EPA 5030B 0.5 78-87-5 08/01/16 13:1008/01/16 07:00
NDEPA 8260B ug/L1cis-1,3-Dichloropropene 1.0 6080039EPA 5030B 0.4 10061-01-5 08/01/16 13:1008/01/16 07:00
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW2R
Ground Water
AZG0874-02 AZG087407/28/16 14:35
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1trans-1,3-Dichloropropene 1.0 6080039EPA 5030B 0.4 10061-02-6 08/01/16 13:1008/01/16 07:00
NDEPA 8260B ug/L1Ethylbenzene1.0 6080039EPA 5030B 0.2 100-41-4 08/01/16 13:1008/01/16 07:00
NDEPA 8260B ug/L1Iodomethane10 6080039EPA 5030B 0.6 74-88-4 08/01/16 13:1008/01/16 07:00
NDEPA 8260B ug/L1Methyl Butyl Ketone (2-Hexanone)50 6080039EPA 5030B 0.9 591-78-6 08/01/16 13:1008/01/16 07:00
NDEPA 8260B ug/L1Methylene Chloride 1.0 6080039EPA 5030B 0.5 75-09-2 08/01/16 13:1008/01/16 07:00
NDEPA 8260B ug/L1Methyl Ethyl Ketone
(2-Butanone)100 6080039EPA 5030B 1.1 78-93-3 08/01/16 13:1008/01/16 07:00
NDEPA 8260B ug/L14-Methyl-2-pentanone (MIBK)100 6080039EPA 5030B 1.7 108-10-1 08/01/16 13:1008/01/16 07:00
NDEPA 8260B ug/L1Styrene1.0 6080039EPA 5030B 0.4 100-42-5 08/01/16 13:1008/01/16 07:00
NDEPA 8260B ug/L11,1,1,2-Tetrachloroethane 5.0 6080039EPA 5030B 0.6 630-20-6 08/01/16 13:1008/01/16 07:00
NDEPA 8260B ug/L11,1,2,2-Tetrachloroethane 3.0 6080039EPA 5030B 0.5 79-34-5 08/01/16 13:1008/01/16 07:00
EPA 8260B 0.6 ug/L1Tetrachloroethene1.0 J 6080039EPA 5030B 0.4 127-18-4 08/01/16 13:1008/01/16 07:00
NDEPA 8260B ug/L1Toluene1.0 6080039EPA 5030B 0.3 108-88-3 08/01/16 13:1008/01/16 07:00
NDEPA 8260B ug/L11,1,1-Trichloroethane 1.0 6080039EPA 5030B 0.4 71-55-6 08/01/16 13:1008/01/16 07:00
NDEPA 8260B ug/L11,1,2-Trichloroethane 1.0 6080039EPA 5030B 0.8 79-00-5 08/01/16 13:1008/01/16 07:00
EPA 8260B 0.5 ug/L1Trichloroethene1.0 J 6080039EPA 5030B 0.4 79-01-6 08/01/16 13:1008/01/16 07:00
NDEPA 8260B ug/L1Trichlorofluoromethane1.0 6080039EPA 5030B 0.5 75-69-4 08/01/16 13:1008/01/16 07:00
NDEPA 8260B ug/L11,2,3-Trichloropropane 1.0 6080039EPA 5030B 0.7 96-18-4 08/01/16 13:1008/01/16 07:00
NDEPA 8260B ug/L1Vinyl Acetate 50 6080039EPA 5030B 0.8 108-05-4 08/01/16 13:1008/01/16 07:00
EPA 8260B 0.7 ug/L1Vinyl Chloride 1.0 J 6080039EPA 5030B 0.7 75-01-4 08/01/16 13:1008/01/16 07:00
NDEPA 8260B ug/L1Xylenes, total 5.0 6080039EPA 5030B 0.4 1330-20-7 08/01/16 13:1008/01/16 07:00
EPA 8260B 103 %Surr: Dibromofluoromethane 6080039EPA 5030B 1868-53-7 08/01/16 13:1008/01/16 07:0080-120
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW2R
Ground Water
AZG0874-02 AZG087407/28/16 14:35
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
EPA 8260B 107 %Surr: 1,2-Dichloroethane-d4 6080039EPA 5030B 17060-07-0 08/01/16 13:1008/01/16 07:0078-120
EPA 8260B 105 %Surr: Toluene-d8 6080039EPA 5030B 2037-26-5 08/01/16 13:1008/01/16 07:0080-120
EPA 8260B 99 %Surr: 4-Bromofluorobenzene 6080039EPA 5030B 460-00-4 08/01/16 13:1008/01/16 07:0080-120
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW3R2
Ground Water
AZG0874-03 AZG087407/28/16 14:10
Project:Foothills Environmental Landfill
07/29/16 08:55
Metals, Total
EPA 6020B 0.35 ug/L1Antimony6.00 B-01, J 6080257EPA 3005A 0.25 7440-36-0 08/10/16 17:4108/10/16 08:35
NDEPA 6020B ug/L1Arsenic10.0 6080257EPA 3005A 0.75 7440-38-2 08/10/16 17:4108/10/16 08:35
EPA 6020B 10.5 ug/L1Barium100 J 6080257EPA 3005A 0.30 7440-39-3 08/10/16 17:4108/10/16 08:35
NDEPA 6020B ug/L1Beryllium1.00 6080257EPA 3005A 0.09 7440-41-7 08/10/16 17:4108/10/16 08:35
NDEPA 6020B ug/L1Cadmium1.00 6080257EPA 3005A 0.10 7440-43-9 08/10/16 17:4108/10/16 08:35
NDEPA 6020B ug/L1Chromium10.0 6080257EPA 3005A 0.43 7440-47-3 08/10/16 17:4108/10/16 08:35
NDEPA 6020B ug/L1Cobalt10.0 6080257EPA 3005A 0.29 7440-48-4 08/10/16 17:4108/10/16 08:35
NDEPA 6020B ug/L1Copper10.0 6080257EPA 3005A 0.41 7440-50-8 08/10/16 17:4108/10/16 08:35
NDEPA 6020B ug/L1Lead10.0 6080257EPA 3005A 0.08 7439-92-1 08/10/16 17:4108/10/16 08:35
NDEPA 6020B ug/L1Nickel50.0 6080257EPA 3005A 0.48 7440-02-0 08/10/16 17:4108/10/16 08:35
NDEPA 6020B ug/L1Selenium10.0 6080257EPA 3005A 0.85 7782-49-2 08/10/16 17:4108/10/16 08:35
NDEPA 6020B ug/L1Silver10.0 6080257EPA 3005A 0.22 7440-22-4 08/10/16 17:4108/10/16 08:35
NDEPA 6020B ug/L1Thallium5.50 6080257EPA 3005A 0.06 7440-28-0 08/10/16 17:4108/10/16 08:35
NDEPA 6020B ug/L1Vanadium25.0 6080257EPA 3005A 1.57 7440-62-2 08/10/16 17:4108/10/16 08:35
EPA 6020B 1.62 ug/L1Zinc10.0 J 6080257EPA 3005A 1.30 7440-66-6 08/10/16 17:4108/10/16 08:35
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1Acetone100 6080039EPA 5030B 4.9 67-64-1 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L1Acrylonitrile200 6080039EPA 5030B 1.8 107-13-1 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L1Benzene1.0 6080039EPA 5030B 0.2 71-43-2 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L1Bromochloromethane3.0 6080039EPA 5030B 0.7 74-97-5 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L1Bromodichloromethane1.0 6080039EPA 5030B 0.6 75-27-4 08/01/16 13:3508/01/16 07:00
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW3R2
Ground Water
AZG0874-03 AZG087407/28/16 14:10
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1Bromoform3.0 6080039EPA 5030B 0.7 75-25-2 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L1Bromomethane10 6080039EPA 5030B 0.8 74-83-9 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L1Carbon Disulfide 100 6080039EPA 5030B 0.6 75-15-0 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L1Carbon Tetrachloride 1.0 6080039EPA 5030B 0.6 56-23-5 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L1Chlorobenzene3.0 6080039EPA 5030B 0.4 108-90-7 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L1Chloroethane10 6080039EPA 5030B 0.4 75-00-3 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L1Chloroform5.0 6080039EPA 5030B 0.3 67-66-3 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L1Chloromethane1.0 6080039EPA 5030B 0.4 74-87-3 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L1Dibromochloromethane3.0 6080039EPA 5030B 0.7 124-48-1 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L11,2-Dibromo-3-chloropropane 13 6080039EPA 5030B 2.0 96-12-8 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L11,2-Dibromoethane 1.0 6080039EPA 5030B 0.7 106-93-4 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L1Dibromomethane10 6080039EPA 5030B 0.7 74-95-3 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L11,2-Dichlorobenzene 5.0 6080039EPA 5030B 0.5 95-50-1 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L11,4-Dichlorobenzene 1.0 6080039EPA 5030B 0.3 106-46-7 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L1trans-1,4-Dichloro-2-butene 100 6080039EPA 5030B 1.5 110-57-6 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L11,1-Dichloroethane 5.0 6080039EPA 5030B 0.4 75-34-3 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L11,2-Dichloroethane 1.0 6080039EPA 5030B 0.3 107-06-2 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L11,1-Dichloroethene 5.0 6080039EPA 5030B 0.5 75-35-4 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L1cis-1,2-Dichloroethene 5.0 6080039EPA 5030B 0.5 156-59-2 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L1trans-1,2-Dichloroethene 5.0 6080039EPA 5030B 0.4 156-60-5 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L11,2-Dichloropropane 1.0 6080039EPA 5030B 0.5 78-87-5 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L1cis-1,3-Dichloropropene 1.0 6080039EPA 5030B 0.4 10061-01-5 08/01/16 13:3508/01/16 07:00
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW3R2
Ground Water
AZG0874-03 AZG087407/28/16 14:10
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1trans-1,3-Dichloropropene 1.0 6080039EPA 5030B 0.4 10061-02-6 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L1Ethylbenzene1.0 6080039EPA 5030B 0.2 100-41-4 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L1Iodomethane10 6080039EPA 5030B 0.6 74-88-4 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L1Methyl Butyl Ketone (2-Hexanone)50 6080039EPA 5030B 0.9 591-78-6 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L1Methylene Chloride 1.0 6080039EPA 5030B 0.5 75-09-2 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L1Methyl Ethyl Ketone
(2-Butanone)100 6080039EPA 5030B 1.1 78-93-3 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L14-Methyl-2-pentanone (MIBK)100 6080039EPA 5030B 1.7 108-10-1 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L1Styrene1.0 6080039EPA 5030B 0.4 100-42-5 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L11,1,1,2-Tetrachloroethane 5.0 6080039EPA 5030B 0.6 630-20-6 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L11,1,2,2-Tetrachloroethane 3.0 6080039EPA 5030B 0.5 79-34-5 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L1Tetrachloroethene1.0 6080039EPA 5030B 0.4 127-18-4 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L1Toluene1.0 6080039EPA 5030B 0.3 108-88-3 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L11,1,1-Trichloroethane 1.0 6080039EPA 5030B 0.4 71-55-6 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L11,1,2-Trichloroethane 1.0 6080039EPA 5030B 0.8 79-00-5 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L1Trichloroethene1.0 6080039EPA 5030B 0.4 79-01-6 08/01/16 13:3508/01/16 07:00
EPA 8260B 1.0 ug/L1Trichlorofluoromethane1.0 6080039EPA 5030B 0.5 75-69-4 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L11,2,3-Trichloropropane 1.0 6080039EPA 5030B 0.7 96-18-4 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L1Vinyl Acetate 50 6080039EPA 5030B 0.8 108-05-4 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L1Vinyl Chloride 1.0 6080039EPA 5030B 0.7 75-01-4 08/01/16 13:3508/01/16 07:00
NDEPA 8260B ug/L1Xylenes, total 5.0 6080039EPA 5030B 0.4 1330-20-7 08/01/16 13:3508/01/16 07:00
EPA 8260B 102 %Surr: Dibromofluoromethane 6080039EPA 5030B 1868-53-7 08/01/16 13:3508/01/16 07:0080-120
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW3R2
Ground Water
AZG0874-03 AZG087407/28/16 14:10
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
EPA 8260B 107 %Surr: 1,2-Dichloroethane-d4 6080039EPA 5030B 17060-07-0 08/01/16 13:3508/01/16 07:0078-120
EPA 8260B 103 %Surr: Toluene-d8 6080039EPA 5030B 2037-26-5 08/01/16 13:3508/01/16 07:0080-120
EPA 8260B 102 %Surr: 4-Bromofluorobenzene 6080039EPA 5030B 460-00-4 08/01/16 13:3508/01/16 07:0080-120
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW4
Ground Water
AZG0874-04 AZG087407/28/16 13:41
Project:Foothills Environmental Landfill
07/29/16 08:55
Metals, Total
NDEPA 6020B ug/L1Antimony6.00 6080257EPA 3005A 0.25 7440-36-0 08/10/16 17:4708/10/16 08:35
NDEPA 6020B ug/L1Arsenic10.0 6080257EPA 3005A 0.75 7440-38-2 08/10/16 17:4708/10/16 08:35
EPA 6020B 30.2 ug/L1Barium100 J 6080257EPA 3005A 0.30 7440-39-3 08/10/16 17:4708/10/16 08:35
NDEPA 6020B ug/L1Beryllium1.00 6080257EPA 3005A 0.09 7440-41-7 08/10/16 17:4708/10/16 08:35
NDEPA 6020B ug/L1Cadmium1.00 6080257EPA 3005A 0.10 7440-43-9 08/10/16 17:4708/10/16 08:35
NDEPA 6020B ug/L1Chromium10.0 6080257EPA 3005A 0.43 7440-47-3 08/10/16 17:4708/10/16 08:35
EPA 6020B 18.7 ug/L1Cobalt10.0 6080257EPA 3005A 0.29 7440-48-4 08/10/16 17:4708/10/16 08:35
NDEPA 6020B ug/L1Copper10.0 6080257EPA 3005A 0.41 7440-50-8 08/10/16 17:4708/10/16 08:35
NDEPA 6020B ug/L1Lead10.0 6080257EPA 3005A 0.08 7439-92-1 08/10/16 17:4708/10/16 08:35
EPA 6020B 0.55 ug/L1Nickel50.0 J 6080257EPA 3005A 0.48 7440-02-0 08/10/16 17:4708/10/16 08:35
NDEPA 6020B ug/L1Selenium10.0 6080257EPA 3005A 0.85 7782-49-2 08/10/16 17:4708/10/16 08:35
NDEPA 6020B ug/L1Silver10.0 6080257EPA 3005A 0.22 7440-22-4 08/10/16 17:4708/10/16 08:35
EPA 6020B 0.11 ug/L1Thallium5.50 J 6080257EPA 3005A 0.06 7440-28-0 08/10/16 17:4708/10/16 08:35
NDEPA 6020B ug/L1Vanadium25.0 6080257EPA 3005A 1.57 7440-62-2 08/10/16 17:4708/10/16 08:35
EPA 6020B 3.20 ug/L1Zinc10.0 J 6080257EPA 3005A 1.30 7440-66-6 08/10/16 17:4708/10/16 08:35
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1Acetone100 6080039EPA 5030B 4.9 67-64-1 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L1Acrylonitrile200 6080039EPA 5030B 1.8 107-13-1 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L1Benzene1.0 6080039EPA 5030B 0.2 71-43-2 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L1Bromochloromethane3.0 6080039EPA 5030B 0.7 74-97-5 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L1Bromodichloromethane1.0 6080039EPA 5030B 0.6 75-27-4 08/01/16 14:0108/01/16 07:00
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW4
Ground Water
AZG0874-04 AZG087407/28/16 13:41
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1Bromoform3.0 6080039EPA 5030B 0.7 75-25-2 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L1Bromomethane10 6080039EPA 5030B 0.8 74-83-9 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L1Carbon Disulfide 100 6080039EPA 5030B 0.6 75-15-0 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L1Carbon Tetrachloride 1.0 6080039EPA 5030B 0.6 56-23-5 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L1Chlorobenzene3.0 6080039EPA 5030B 0.4 108-90-7 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L1Chloroethane10 6080039EPA 5030B 0.4 75-00-3 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L1Chloroform5.0 6080039EPA 5030B 0.3 67-66-3 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L1Chloromethane1.0 6080039EPA 5030B 0.4 74-87-3 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L1Dibromochloromethane3.0 6080039EPA 5030B 0.7 124-48-1 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L11,2-Dibromo-3-chloropropane 13 6080039EPA 5030B 2.0 96-12-8 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L11,2-Dibromoethane 1.0 6080039EPA 5030B 0.7 106-93-4 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L1Dibromomethane10 6080039EPA 5030B 0.7 74-95-3 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L11,2-Dichlorobenzene 5.0 6080039EPA 5030B 0.5 95-50-1 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L11,4-Dichlorobenzene 1.0 6080039EPA 5030B 0.3 106-46-7 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L1trans-1,4-Dichloro-2-butene 100 6080039EPA 5030B 1.5 110-57-6 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L11,1-Dichloroethane 5.0 6080039EPA 5030B 0.4 75-34-3 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L11,2-Dichloroethane 1.0 6080039EPA 5030B 0.3 107-06-2 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L11,1-Dichloroethene 5.0 6080039EPA 5030B 0.5 75-35-4 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L1cis-1,2-Dichloroethene 5.0 6080039EPA 5030B 0.5 156-59-2 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L1trans-1,2-Dichloroethene 5.0 6080039EPA 5030B 0.4 156-60-5 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L11,2-Dichloropropane 1.0 6080039EPA 5030B 0.5 78-87-5 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L1cis-1,3-Dichloropropene 1.0 6080039EPA 5030B 0.4 10061-01-5 08/01/16 14:0108/01/16 07:00
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW4
Ground Water
AZG0874-04 AZG087407/28/16 13:41
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1trans-1,3-Dichloropropene 1.0 6080039EPA 5030B 0.4 10061-02-6 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L1Ethylbenzene1.0 6080039EPA 5030B 0.2 100-41-4 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L1Iodomethane10 6080039EPA 5030B 0.6 74-88-4 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L1Methyl Butyl Ketone (2-Hexanone)50 6080039EPA 5030B 0.9 591-78-6 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L1Methylene Chloride 1.0 6080039EPA 5030B 0.5 75-09-2 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L1Methyl Ethyl Ketone
(2-Butanone)100 6080039EPA 5030B 1.1 78-93-3 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L14-Methyl-2-pentanone (MIBK)100 6080039EPA 5030B 1.7 108-10-1 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L1Styrene1.0 6080039EPA 5030B 0.4 100-42-5 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L11,1,1,2-Tetrachloroethane 5.0 6080039EPA 5030B 0.6 630-20-6 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L11,1,2,2-Tetrachloroethane 3.0 6080039EPA 5030B 0.5 79-34-5 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L1Tetrachloroethene1.0 6080039EPA 5030B 0.4 127-18-4 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L1Toluene1.0 6080039EPA 5030B 0.3 108-88-3 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L11,1,1-Trichloroethane 1.0 6080039EPA 5030B 0.4 71-55-6 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L11,1,2-Trichloroethane 1.0 6080039EPA 5030B 0.8 79-00-5 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L1Trichloroethene1.0 6080039EPA 5030B 0.4 79-01-6 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L1Trichlorofluoromethane1.0 6080039EPA 5030B 0.5 75-69-4 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L11,2,3-Trichloropropane 1.0 6080039EPA 5030B 0.7 96-18-4 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L1Vinyl Acetate 50 6080039EPA 5030B 0.8 108-05-4 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L1Vinyl Chloride 1.0 6080039EPA 5030B 0.7 75-01-4 08/01/16 14:0108/01/16 07:00
NDEPA 8260B ug/L1Xylenes, total 5.0 6080039EPA 5030B 0.4 1330-20-7 08/01/16 14:0108/01/16 07:00
EPA 8260B 101 %Surr: Dibromofluoromethane 6080039EPA 5030B 1868-53-7 08/01/16 14:0108/01/16 07:0080-120
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW4
Ground Water
AZG0874-04 AZG087407/28/16 13:41
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
EPA 8260B 107 %Surr: 1,2-Dichloroethane-d4 6080039EPA 5030B 17060-07-0 08/01/16 14:0108/01/16 07:0078-120
EPA 8260B 105 %Surr: Toluene-d8 6080039EPA 5030B 2037-26-5 08/01/16 14:0108/01/16 07:0080-120
EPA 8260B 101 %Surr: 4-Bromofluorobenzene 6080039EPA 5030B 460-00-4 08/01/16 14:0108/01/16 07:0080-120
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW5
Ground Water
AZG0874-05 AZG087407/28/16 13:27
Project:Foothills Environmental Landfill
07/29/16 08:55
Metals, Total
NDEPA 6020B ug/L1Antimony6.00 6080257EPA 3005A 0.25 7440-36-0 08/10/16 17:5208/10/16 08:35
NDEPA 6020B ug/L1Arsenic10.0 6080257EPA 3005A 0.75 7440-38-2 08/10/16 17:5208/10/16 08:35
EPA 6020B 88.4 ug/L1Barium100 J 6080257EPA 3005A 0.30 7440-39-3 08/10/16 17:5208/10/16 08:35
NDEPA 6020B ug/L1Beryllium1.00 6080257EPA 3005A 0.09 7440-41-7 08/10/16 17:5208/10/16 08:35
NDEPA 6020B ug/L1Cadmium1.00 6080257EPA 3005A 0.10 7440-43-9 08/10/16 17:5208/10/16 08:35
EPA 6020B 0.86 ug/L1Chromium10.0 J 6080257EPA 3005A 0.43 7440-47-3 08/10/16 17:5208/10/16 08:35
NDEPA 6020B ug/L1Cobalt10.0 6080257EPA 3005A 0.29 7440-48-4 08/10/16 17:5208/10/16 08:35
NDEPA 6020B ug/L1Copper10.0 6080257EPA 3005A 0.41 7440-50-8 08/10/16 17:5208/10/16 08:35
NDEPA 6020B ug/L1Lead10.0 6080257EPA 3005A 0.08 7439-92-1 08/10/16 17:5208/10/16 08:35
EPA 6020B 0.75 ug/L1Nickel50.0 J 6080257EPA 3005A 0.48 7440-02-0 08/10/16 17:5208/10/16 08:35
NDEPA 6020B ug/L1Selenium10.0 6080257EPA 3005A 0.85 7782-49-2 08/10/16 17:5208/10/16 08:35
NDEPA 6020B ug/L1Silver10.0 6080257EPA 3005A 0.22 7440-22-4 08/10/16 17:5208/10/16 08:35
NDEPA 6020B ug/L1Thallium5.50 6080257EPA 3005A 0.06 7440-28-0 08/10/16 17:5208/10/16 08:35
EPA 6020B 3.24 ug/L1Vanadium25.0 J 6080257EPA 3005A 1.57 7440-62-2 08/10/16 17:5208/10/16 08:35
EPA 6020B 1.49 ug/L1Zinc10.0 J 6080257EPA 3005A 1.30 7440-66-6 08/10/16 17:5208/10/16 08:35
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1Acetone100 6080039EPA 5030B 4.9 67-64-1 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L1Acrylonitrile200 6080039EPA 5030B 1.8 107-13-1 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L1Benzene1.0 6080039EPA 5030B 0.2 71-43-2 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L1Bromochloromethane3.0 6080039EPA 5030B 0.7 74-97-5 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L1Bromodichloromethane1.0 6080039EPA 5030B 0.6 75-27-4 08/01/16 14:2608/01/16 07:00
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW5
Ground Water
AZG0874-05 AZG087407/28/16 13:27
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1Bromoform3.0 6080039EPA 5030B 0.7 75-25-2 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L1Bromomethane10 6080039EPA 5030B 0.8 74-83-9 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L1Carbon Disulfide 100 6080039EPA 5030B 0.6 75-15-0 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L1Carbon Tetrachloride 1.0 6080039EPA 5030B 0.6 56-23-5 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L1Chlorobenzene3.0 6080039EPA 5030B 0.4 108-90-7 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L1Chloroethane10 6080039EPA 5030B 0.4 75-00-3 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L1Chloroform5.0 6080039EPA 5030B 0.3 67-66-3 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L1Chloromethane1.0 6080039EPA 5030B 0.4 74-87-3 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L1Dibromochloromethane3.0 6080039EPA 5030B 0.7 124-48-1 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L11,2-Dibromo-3-chloropropane 13 6080039EPA 5030B 2.0 96-12-8 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L11,2-Dibromoethane 1.0 6080039EPA 5030B 0.7 106-93-4 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L1Dibromomethane10 6080039EPA 5030B 0.7 74-95-3 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L11,2-Dichlorobenzene 5.0 6080039EPA 5030B 0.5 95-50-1 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L11,4-Dichlorobenzene 1.0 6080039EPA 5030B 0.3 106-46-7 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L1trans-1,4-Dichloro-2-butene 100 6080039EPA 5030B 1.5 110-57-6 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L11,1-Dichloroethane 5.0 6080039EPA 5030B 0.4 75-34-3 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L11,2-Dichloroethane 1.0 6080039EPA 5030B 0.3 107-06-2 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L11,1-Dichloroethene 5.0 6080039EPA 5030B 0.5 75-35-4 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L1cis-1,2-Dichloroethene 5.0 6080039EPA 5030B 0.5 156-59-2 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L1trans-1,2-Dichloroethene 5.0 6080039EPA 5030B 0.4 156-60-5 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L11,2-Dichloropropane 1.0 6080039EPA 5030B 0.5 78-87-5 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L1cis-1,3-Dichloropropene 1.0 6080039EPA 5030B 0.4 10061-01-5 08/01/16 14:2608/01/16 07:00
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW5
Ground Water
AZG0874-05 AZG087407/28/16 13:27
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1trans-1,3-Dichloropropene 1.0 6080039EPA 5030B 0.4 10061-02-6 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L1Ethylbenzene1.0 6080039EPA 5030B 0.2 100-41-4 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L1Iodomethane10 6080039EPA 5030B 0.6 74-88-4 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L1Methyl Butyl Ketone (2-Hexanone)50 6080039EPA 5030B 0.9 591-78-6 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L1Methylene Chloride 1.0 6080039EPA 5030B 0.5 75-09-2 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L1Methyl Ethyl Ketone
(2-Butanone)100 6080039EPA 5030B 1.1 78-93-3 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L14-Methyl-2-pentanone (MIBK)100 6080039EPA 5030B 1.7 108-10-1 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L1Styrene1.0 6080039EPA 5030B 0.4 100-42-5 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L11,1,1,2-Tetrachloroethane 5.0 6080039EPA 5030B 0.6 630-20-6 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L11,1,2,2-Tetrachloroethane 3.0 6080039EPA 5030B 0.5 79-34-5 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L1Tetrachloroethene1.0 6080039EPA 5030B 0.4 127-18-4 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L1Toluene1.0 6080039EPA 5030B 0.3 108-88-3 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L11,1,1-Trichloroethane 1.0 6080039EPA 5030B 0.4 71-55-6 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L11,1,2-Trichloroethane 1.0 6080039EPA 5030B 0.8 79-00-5 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L1Trichloroethene1.0 6080039EPA 5030B 0.4 79-01-6 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L1Trichlorofluoromethane1.0 6080039EPA 5030B 0.5 75-69-4 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L11,2,3-Trichloropropane 1.0 6080039EPA 5030B 0.7 96-18-4 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L1Vinyl Acetate 50 6080039EPA 5030B 0.8 108-05-4 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L1Vinyl Chloride 1.0 6080039EPA 5030B 0.7 75-01-4 08/01/16 14:2608/01/16 07:00
NDEPA 8260B ug/L1Xylenes, total 5.0 6080039EPA 5030B 0.4 1330-20-7 08/01/16 14:2608/01/16 07:00
EPA 8260B 103 %Surr: Dibromofluoromethane 6080039EPA 5030B 1868-53-7 08/01/16 14:2608/01/16 07:0080-120
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW5
Ground Water
AZG0874-05 AZG087407/28/16 13:27
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
EPA 8260B 108 %Surr: 1,2-Dichloroethane-d4 6080039EPA 5030B 17060-07-0 08/01/16 14:2608/01/16 07:0078-120
EPA 8260B 104 %Surr: Toluene-d8 6080039EPA 5030B 2037-26-5 08/01/16 14:2608/01/16 07:0080-120
EPA 8260B 100 %Surr: 4-Bromofluorobenzene 6080039EPA 5030B 460-00-4 08/01/16 14:2608/01/16 07:0080-120
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW6
Ground Water
AZG0874-06 AZG087407/28/16 13:03
Project:Foothills Environmental Landfill
07/29/16 08:55
Metals, Total
EPA 6020B 0.37 ug/L1Antimony6.00 B-01, J 6080257EPA 3005A 0.25 7440-36-0 08/10/16 18:1308/10/16 08:35
NDEPA 6020B ug/L1Arsenic10.0 6080257EPA 3005A 0.75 7440-38-2 08/10/16 18:1308/10/16 08:35
EPA 6020B 189 ug/L1Barium100 6080257EPA 3005A 0.30 7440-39-3 08/10/16 18:1308/10/16 08:35
EPA 6020B 0.61 ug/L1Beryllium1.00 J 6080257EPA 3005A 0.09 7440-41-7 08/10/16 18:1308/10/16 08:35
EPA 6020B 0.19 ug/L1Cadmium1.00 J 6080257EPA 3005A 0.10 7440-43-9 08/10/16 18:1308/10/16 08:35
NDEPA 6020B ug/L1Chromium10.0 6080257EPA 3005A 0.43 7440-47-3 08/10/16 18:1308/10/16 08:35
EPA 6020B 5.01 ug/L1Cobalt10.0 J 6080257EPA 3005A 0.29 7440-48-4 08/10/16 18:1308/10/16 08:35
NDEPA 6020B ug/L1Copper10.0 6080257EPA 3005A 0.41 7440-50-8 08/10/16 18:1308/10/16 08:35
NDEPA 6020B ug/L1Lead10.0 6080257EPA 3005A 0.08 7439-92-1 08/10/16 18:1308/10/16 08:35
NDEPA 6020B ug/L1Nickel50.0 6080257EPA 3005A 0.48 7440-02-0 08/10/16 18:1308/10/16 08:35
EPA 6020B 1.11 ug/L1Selenium10.0 J 6080257EPA 3005A 0.85 7782-49-2 08/10/16 18:1308/10/16 08:35
NDEPA 6020B ug/L1Silver10.0 6080257EPA 3005A 0.22 7440-22-4 08/10/16 18:1308/10/16 08:35
EPA 6020B 0.09 ug/L1Thallium5.50 J 6080257EPA 3005A 0.06 7440-28-0 08/10/16 18:1308/10/16 08:35
NDEPA 6020B ug/L1Vanadium25.0 6080257EPA 3005A 1.57 7440-62-2 08/10/16 18:1308/10/16 08:35
EPA 6020B 2.80 ug/L1Zinc10.0 J 6080257EPA 3005A 1.30 7440-66-6 08/10/16 18:1308/10/16 08:35
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1Acetone100 6080039EPA 5030B 4.9 67-64-1 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L1Acrylonitrile200 6080039EPA 5030B 1.8 107-13-1 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L1Benzene1.0 6080039EPA 5030B 0.2 71-43-2 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L1Bromochloromethane3.0 6080039EPA 5030B 0.7 74-97-5 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L1Bromodichloromethane1.0 6080039EPA 5030B 0.6 75-27-4 08/01/16 14:5208/01/16 07:00
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW6
Ground Water
AZG0874-06 AZG087407/28/16 13:03
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1Bromoform3.0 6080039EPA 5030B 0.7 75-25-2 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L1Bromomethane10 6080039EPA 5030B 0.8 74-83-9 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L1Carbon Disulfide 100 6080039EPA 5030B 0.6 75-15-0 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L1Carbon Tetrachloride 1.0 6080039EPA 5030B 0.6 56-23-5 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L1Chlorobenzene3.0 6080039EPA 5030B 0.4 108-90-7 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L1Chloroethane10 6080039EPA 5030B 0.4 75-00-3 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L1Chloroform5.0 6080039EPA 5030B 0.3 67-66-3 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L1Chloromethane1.0 6080039EPA 5030B 0.4 74-87-3 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L1Dibromochloromethane3.0 6080039EPA 5030B 0.7 124-48-1 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L11,2-Dibromo-3-chloropropane 13 6080039EPA 5030B 2.0 96-12-8 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L11,2-Dibromoethane 1.0 6080039EPA 5030B 0.7 106-93-4 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L1Dibromomethane10 6080039EPA 5030B 0.7 74-95-3 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L11,2-Dichlorobenzene 5.0 6080039EPA 5030B 0.5 95-50-1 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L11,4-Dichlorobenzene 1.0 6080039EPA 5030B 0.3 106-46-7 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L1trans-1,4-Dichloro-2-butene 100 6080039EPA 5030B 1.5 110-57-6 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L11,1-Dichloroethane 5.0 6080039EPA 5030B 0.4 75-34-3 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L11,2-Dichloroethane 1.0 6080039EPA 5030B 0.3 107-06-2 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L11,1-Dichloroethene 5.0 6080039EPA 5030B 0.5 75-35-4 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L1cis-1,2-Dichloroethene 5.0 6080039EPA 5030B 0.5 156-59-2 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L1trans-1,2-Dichloroethene 5.0 6080039EPA 5030B 0.4 156-60-5 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L11,2-Dichloropropane 1.0 6080039EPA 5030B 0.5 78-87-5 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L1cis-1,3-Dichloropropene 1.0 6080039EPA 5030B 0.4 10061-01-5 08/01/16 14:5208/01/16 07:00
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW6
Ground Water
AZG0874-06 AZG087407/28/16 13:03
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1trans-1,3-Dichloropropene 1.0 6080039EPA 5030B 0.4 10061-02-6 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L1Ethylbenzene1.0 6080039EPA 5030B 0.2 100-41-4 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L1Iodomethane10 6080039EPA 5030B 0.6 74-88-4 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L1Methyl Butyl Ketone (2-Hexanone)50 6080039EPA 5030B 0.9 591-78-6 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L1Methylene Chloride 1.0 6080039EPA 5030B 0.5 75-09-2 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L1Methyl Ethyl Ketone
(2-Butanone)100 6080039EPA 5030B 1.1 78-93-3 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L14-Methyl-2-pentanone (MIBK)100 6080039EPA 5030B 1.7 108-10-1 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L1Styrene1.0 6080039EPA 5030B 0.4 100-42-5 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L11,1,1,2-Tetrachloroethane 5.0 6080039EPA 5030B 0.6 630-20-6 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L11,1,2,2-Tetrachloroethane 3.0 6080039EPA 5030B 0.5 79-34-5 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L1Tetrachloroethene1.0 6080039EPA 5030B 0.4 127-18-4 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L1Toluene1.0 6080039EPA 5030B 0.3 108-88-3 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L11,1,1-Trichloroethane 1.0 6080039EPA 5030B 0.4 71-55-6 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L11,1,2-Trichloroethane 1.0 6080039EPA 5030B 0.8 79-00-5 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L1Trichloroethene1.0 6080039EPA 5030B 0.4 79-01-6 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L1Trichlorofluoromethane1.0 6080039EPA 5030B 0.5 75-69-4 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L11,2,3-Trichloropropane 1.0 6080039EPA 5030B 0.7 96-18-4 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L1Vinyl Acetate 50 6080039EPA 5030B 0.8 108-05-4 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L1Vinyl Chloride 1.0 6080039EPA 5030B 0.7 75-01-4 08/01/16 14:5208/01/16 07:00
NDEPA 8260B ug/L1Xylenes, total 5.0 6080039EPA 5030B 0.4 1330-20-7 08/01/16 14:5208/01/16 07:00
EPA 8260B 104 %Surr: Dibromofluoromethane 6080039EPA 5030B 1868-53-7 08/01/16 14:5208/01/16 07:0080-120
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW6
Ground Water
AZG0874-06 AZG087407/28/16 13:03
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
EPA 8260B 110 %Surr: 1,2-Dichloroethane-d4 6080039EPA 5030B 17060-07-0 08/01/16 14:5208/01/16 07:0078-120
EPA 8260B 104 %Surr: Toluene-d8 6080039EPA 5030B 2037-26-5 08/01/16 14:5208/01/16 07:0080-120
EPA 8260B 100 %Surr: 4-Bromofluorobenzene 6080039EPA 5030B 460-00-4 08/01/16 14:5208/01/16 07:0080-120
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW7
Ground Water
AZG0874-07 AZG087407/28/16 12:45
Project:Foothills Environmental Landfill
07/29/16 08:55
Metals, Total
NDEPA 6020B ug/L1Antimony6.00 6080257EPA 3005A 0.25 7440-36-0 08/10/16 18:1908/10/16 08:35
NDEPA 6020B ug/L1Arsenic10.0 6080257EPA 3005A 0.75 7440-38-2 08/10/16 18:1908/10/16 08:35
EPA 6020B 86.1 ug/L1Barium100 J 6080257EPA 3005A 0.30 7440-39-3 08/10/16 18:1908/10/16 08:35
EPA 6020B 0.41 ug/L1Beryllium1.00 J 6080257EPA 3005A 0.09 7440-41-7 08/10/16 18:1908/10/16 08:35
EPA 6020B 0.12 ug/L1Cadmium1.00 J 6080257EPA 3005A 0.10 7440-43-9 08/10/16 18:1908/10/16 08:35
EPA 6020B 5.60 ug/L1Chromium10.0 J 6080257EPA 3005A 0.43 7440-47-3 08/10/16 18:1908/10/16 08:35
EPA 6020B 1.11 ug/L1Cobalt10.0 J 6080257EPA 3005A 0.29 7440-48-4 08/10/16 18:1908/10/16 08:35
EPA 6020B 4.35 ug/L1Copper10.0 J 6080257EPA 3005A 0.41 7440-50-8 08/10/16 18:1908/10/16 08:35
EPA 6020B 1.05 ug/L1Lead10.0 J 6080257EPA 3005A 0.08 7439-92-1 08/10/16 18:1908/10/16 08:35
EPA 6020B 3.54 ug/L1Nickel50.0 J 6080257EPA 3005A 0.48 7440-02-0 08/10/16 18:1908/10/16 08:35
EPA 6020B 1.60 ug/L1Selenium10.0 J 6080257EPA 3005A 0.85 7782-49-2 08/10/16 18:1908/10/16 08:35
EPA 6020B 10.9 ug/L1Silver10.0 6080257EPA 3005A 0.22 7440-22-4 08/10/16 18:1908/10/16 08:35
NDEPA 6020B ug/L1Thallium5.50 6080257EPA 3005A 0.06 7440-28-0 08/10/16 18:1908/10/16 08:35
EPA 6020B 5.71 ug/L1Vanadium25.0 J 6080257EPA 3005A 1.57 7440-62-2 08/10/16 18:1908/10/16 08:35
EPA 6020B 9.12 ug/L1Zinc10.0 J 6080257EPA 3005A 1.30 7440-66-6 08/10/16 18:1908/10/16 08:35
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1Acetone100 6080039EPA 5030B 4.9 67-64-1 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L1Acrylonitrile200 6080039EPA 5030B 1.8 107-13-1 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L1Benzene1.0 6080039EPA 5030B 0.2 71-43-2 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L1Bromochloromethane3.0 6080039EPA 5030B 0.7 74-97-5 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L1Bromodichloromethane1.0 6080039EPA 5030B 0.6 75-27-4 08/01/16 15:1708/01/16 07:00
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW7
Ground Water
AZG0874-07 AZG087407/28/16 12:45
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1Bromoform3.0 6080039EPA 5030B 0.7 75-25-2 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L1Bromomethane10 6080039EPA 5030B 0.8 74-83-9 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L1Carbon Disulfide 100 6080039EPA 5030B 0.6 75-15-0 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L1Carbon Tetrachloride 1.0 6080039EPA 5030B 0.6 56-23-5 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L1Chlorobenzene3.0 6080039EPA 5030B 0.4 108-90-7 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L1Chloroethane10 6080039EPA 5030B 0.4 75-00-3 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L1Chloroform5.0 6080039EPA 5030B 0.3 67-66-3 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L1Chloromethane1.0 6080039EPA 5030B 0.4 74-87-3 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L1Dibromochloromethane3.0 6080039EPA 5030B 0.7 124-48-1 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L11,2-Dibromo-3-chloropropane 13 6080039EPA 5030B 2.0 96-12-8 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L11,2-Dibromoethane 1.0 6080039EPA 5030B 0.7 106-93-4 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L1Dibromomethane10 6080039EPA 5030B 0.7 74-95-3 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L11,2-Dichlorobenzene 5.0 6080039EPA 5030B 0.5 95-50-1 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L11,4-Dichlorobenzene 1.0 6080039EPA 5030B 0.3 106-46-7 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L1trans-1,4-Dichloro-2-butene 100 6080039EPA 5030B 1.5 110-57-6 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L11,1-Dichloroethane 5.0 6080039EPA 5030B 0.4 75-34-3 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L11,2-Dichloroethane 1.0 6080039EPA 5030B 0.3 107-06-2 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L11,1-Dichloroethene 5.0 6080039EPA 5030B 0.5 75-35-4 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L1cis-1,2-Dichloroethene 5.0 6080039EPA 5030B 0.5 156-59-2 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L1trans-1,2-Dichloroethene 5.0 6080039EPA 5030B 0.4 156-60-5 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L11,2-Dichloropropane 1.0 6080039EPA 5030B 0.5 78-87-5 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L1cis-1,3-Dichloropropene 1.0 6080039EPA 5030B 0.4 10061-01-5 08/01/16 15:1708/01/16 07:00
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW7
Ground Water
AZG0874-07 AZG087407/28/16 12:45
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1trans-1,3-Dichloropropene 1.0 6080039EPA 5030B 0.4 10061-02-6 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L1Ethylbenzene1.0 6080039EPA 5030B 0.2 100-41-4 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L1Iodomethane10 6080039EPA 5030B 0.6 74-88-4 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L1Methyl Butyl Ketone (2-Hexanone)50 6080039EPA 5030B 0.9 591-78-6 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L1Methylene Chloride 1.0 6080039EPA 5030B 0.5 75-09-2 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L1Methyl Ethyl Ketone
(2-Butanone)100 6080039EPA 5030B 1.1 78-93-3 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L14-Methyl-2-pentanone (MIBK)100 6080039EPA 5030B 1.7 108-10-1 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L1Styrene1.0 6080039EPA 5030B 0.4 100-42-5 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L11,1,1,2-Tetrachloroethane 5.0 6080039EPA 5030B 0.6 630-20-6 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L11,1,2,2-Tetrachloroethane 3.0 6080039EPA 5030B 0.5 79-34-5 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L1Tetrachloroethene1.0 6080039EPA 5030B 0.4 127-18-4 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L1Toluene1.0 6080039EPA 5030B 0.3 108-88-3 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L11,1,1-Trichloroethane 1.0 6080039EPA 5030B 0.4 71-55-6 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L11,1,2-Trichloroethane 1.0 6080039EPA 5030B 0.8 79-00-5 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L1Trichloroethene1.0 6080039EPA 5030B 0.4 79-01-6 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L1Trichlorofluoromethane1.0 6080039EPA 5030B 0.5 75-69-4 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L11,2,3-Trichloropropane 1.0 6080039EPA 5030B 0.7 96-18-4 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L1Vinyl Acetate 50 6080039EPA 5030B 0.8 108-05-4 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L1Vinyl Chloride 1.0 6080039EPA 5030B 0.7 75-01-4 08/01/16 15:1708/01/16 07:00
NDEPA 8260B ug/L1Xylenes, total 5.0 6080039EPA 5030B 0.4 1330-20-7 08/01/16 15:1708/01/16 07:00
EPA 8260B 104 %Surr: Dibromofluoromethane 6080039EPA 5030B 1868-53-7 08/01/16 15:1708/01/16 07:0080-120
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW7
Ground Water
AZG0874-07 AZG087407/28/16 12:45
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
EPA 8260B 107 %Surr: 1,2-Dichloroethane-d4 6080039EPA 5030B 17060-07-0 08/01/16 15:1708/01/16 07:0078-120
EPA 8260B 105 %Surr: Toluene-d8 6080039EPA 5030B 2037-26-5 08/01/16 15:1708/01/16 07:0080-120
EPA 8260B 100 %Surr: 4-Bromofluorobenzene 6080039EPA 5030B 460-00-4 08/01/16 15:1708/01/16 07:0080-120
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW8
Ground Water
AZG0874-08 AZG087407/28/16 12:17
Project:Foothills Environmental Landfill
07/29/16 08:55
Metals, Total
NDEPA 6020B ug/L1Antimony6.00 6080257EPA 3005A 0.25 7440-36-0 08/10/16 18:2508/10/16 08:35
NDEPA 6020B ug/L1Arsenic10.0 6080257EPA 3005A 0.75 7440-38-2 08/10/16 18:2508/10/16 08:35
EPA 6020B 52.2 ug/L1Barium100 J 6080257EPA 3005A 0.30 7440-39-3 08/10/16 18:2508/10/16 08:35
EPA 6020B 0.35 ug/L1Beryllium1.00 J 6080257EPA 3005A 0.09 7440-41-7 08/10/16 18:2508/10/16 08:35
EPA 6020B 0.13 ug/L1Cadmium1.00 J 6080257EPA 3005A 0.10 7440-43-9 08/10/16 18:2508/10/16 08:35
NDEPA 6020B ug/L1Chromium10.0 6080257EPA 3005A 0.43 7440-47-3 08/10/16 18:2508/10/16 08:35
EPA 6020B 1.66 ug/L1Cobalt10.0 J 6080257EPA 3005A 0.29 7440-48-4 08/10/16 18:2508/10/16 08:35
EPA 6020B 0.77 ug/L1Copper10.0 J 6080257EPA 3005A 0.41 7440-50-8 08/10/16 18:2508/10/16 08:35
NDEPA 6020B ug/L1Lead10.0 6080257EPA 3005A 0.08 7439-92-1 08/10/16 18:2508/10/16 08:35
EPA 6020B 0.84 ug/L1Nickel50.0 J 6080257EPA 3005A 0.48 7440-02-0 08/10/16 18:2508/10/16 08:35
NDEPA 6020B ug/L1Selenium10.0 6080257EPA 3005A 0.85 7782-49-2 08/10/16 18:2508/10/16 08:35
NDEPA 6020B ug/L1Silver10.0 6080257EPA 3005A 0.22 7440-22-4 08/10/16 18:2508/10/16 08:35
NDEPA 6020B ug/L1Thallium5.50 6080257EPA 3005A 0.06 7440-28-0 08/10/16 18:2508/10/16 08:35
NDEPA 6020B ug/L1Vanadium25.0 6080257EPA 3005A 1.57 7440-62-2 08/10/16 18:2508/10/16 08:35
EPA 6020B 3.10 ug/L1Zinc10.0 J 6080257EPA 3005A 1.30 7440-66-6 08/10/16 18:2508/10/16 08:35
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1Acetone100 6080039EPA 5030B 4.9 67-64-1 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L1Acrylonitrile200 6080039EPA 5030B 1.8 107-13-1 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L1Benzene1.0 6080039EPA 5030B 0.2 71-43-2 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L1Bromochloromethane3.0 6080039EPA 5030B 0.7 74-97-5 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L1Bromodichloromethane1.0 6080039EPA 5030B 0.6 75-27-4 08/01/16 15:4308/01/16 07:00
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW8
Ground Water
AZG0874-08 AZG087407/28/16 12:17
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1Bromoform3.0 6080039EPA 5030B 0.7 75-25-2 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L1Bromomethane10 6080039EPA 5030B 0.8 74-83-9 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L1Carbon Disulfide 100 6080039EPA 5030B 0.6 75-15-0 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L1Carbon Tetrachloride 1.0 6080039EPA 5030B 0.6 56-23-5 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L1Chlorobenzene3.0 6080039EPA 5030B 0.4 108-90-7 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L1Chloroethane10 6080039EPA 5030B 0.4 75-00-3 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L1Chloroform5.0 6080039EPA 5030B 0.3 67-66-3 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L1Chloromethane1.0 6080039EPA 5030B 0.4 74-87-3 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L1Dibromochloromethane3.0 6080039EPA 5030B 0.7 124-48-1 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L11,2-Dibromo-3-chloropropane 13 6080039EPA 5030B 2.0 96-12-8 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L11,2-Dibromoethane 1.0 6080039EPA 5030B 0.7 106-93-4 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L1Dibromomethane10 6080039EPA 5030B 0.7 74-95-3 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L11,2-Dichlorobenzene 5.0 6080039EPA 5030B 0.5 95-50-1 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L11,4-Dichlorobenzene 1.0 6080039EPA 5030B 0.3 106-46-7 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L1trans-1,4-Dichloro-2-butene 100 6080039EPA 5030B 1.5 110-57-6 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L11,1-Dichloroethane 5.0 6080039EPA 5030B 0.4 75-34-3 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L11,2-Dichloroethane 1.0 6080039EPA 5030B 0.3 107-06-2 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L11,1-Dichloroethene 5.0 6080039EPA 5030B 0.5 75-35-4 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L1cis-1,2-Dichloroethene 5.0 6080039EPA 5030B 0.5 156-59-2 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L1trans-1,2-Dichloroethene 5.0 6080039EPA 5030B 0.4 156-60-5 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L11,2-Dichloropropane 1.0 6080039EPA 5030B 0.5 78-87-5 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L1cis-1,3-Dichloropropene 1.0 6080039EPA 5030B 0.4 10061-01-5 08/01/16 15:4308/01/16 07:00
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW8
Ground Water
AZG0874-08 AZG087407/28/16 12:17
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1trans-1,3-Dichloropropene 1.0 6080039EPA 5030B 0.4 10061-02-6 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L1Ethylbenzene1.0 6080039EPA 5030B 0.2 100-41-4 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L1Iodomethane10 6080039EPA 5030B 0.6 74-88-4 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L1Methyl Butyl Ketone (2-Hexanone)50 6080039EPA 5030B 0.9 591-78-6 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L1Methylene Chloride 1.0 6080039EPA 5030B 0.5 75-09-2 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L1Methyl Ethyl Ketone
(2-Butanone)100 6080039EPA 5030B 1.1 78-93-3 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L14-Methyl-2-pentanone (MIBK)100 6080039EPA 5030B 1.7 108-10-1 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L1Styrene1.0 6080039EPA 5030B 0.4 100-42-5 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L11,1,1,2-Tetrachloroethane 5.0 6080039EPA 5030B 0.6 630-20-6 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L11,1,2,2-Tetrachloroethane 3.0 6080039EPA 5030B 0.5 79-34-5 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L1Tetrachloroethene1.0 6080039EPA 5030B 0.4 127-18-4 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L1Toluene1.0 6080039EPA 5030B 0.3 108-88-3 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L11,1,1-Trichloroethane 1.0 6080039EPA 5030B 0.4 71-55-6 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L11,1,2-Trichloroethane 1.0 6080039EPA 5030B 0.8 79-00-5 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L1Trichloroethene1.0 6080039EPA 5030B 0.4 79-01-6 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L1Trichlorofluoromethane1.0 6080039EPA 5030B 0.5 75-69-4 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L11,2,3-Trichloropropane 1.0 6080039EPA 5030B 0.7 96-18-4 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L1Vinyl Acetate 50 6080039EPA 5030B 0.8 108-05-4 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L1Vinyl Chloride 1.0 6080039EPA 5030B 0.7 75-01-4 08/01/16 15:4308/01/16 07:00
NDEPA 8260B ug/L1Xylenes, total 5.0 6080039EPA 5030B 0.4 1330-20-7 08/01/16 15:4308/01/16 07:00
EPA 8260B 105 %Surr: Dibromofluoromethane 6080039EPA 5030B 1868-53-7 08/01/16 15:4308/01/16 07:0080-120
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW8
Ground Water
AZG0874-08 AZG087407/28/16 12:17
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
EPA 8260B 109 %Surr: 1,2-Dichloroethane-d4 6080039EPA 5030B 17060-07-0 08/01/16 15:4308/01/16 07:0078-120
EPA 8260B 105 %Surr: Toluene-d8 6080039EPA 5030B 2037-26-5 08/01/16 15:4308/01/16 07:0080-120
EPA 8260B 100 %Surr: 4-Bromofluorobenzene 6080039EPA 5030B 460-00-4 08/01/16 15:4308/01/16 07:0080-120
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW10
Ground Water
AZG0874-09 AZG087407/28/16 11:25
Project:Foothills Environmental Landfill
07/29/16 08:55
Metals, Total
NDEPA 6020B ug/L1Antimony6.00 6080257EPA 3005A 0.25 7440-36-0 08/10/16 18:3008/10/16 08:35
NDEPA 6020B ug/L1Arsenic10.0 6080257EPA 3005A 0.75 7440-38-2 08/10/16 18:3008/10/16 08:35
EPA 6020B 19.5 ug/L1Barium100 J 6080257EPA 3005A 0.30 7440-39-3 08/10/16 18:3008/10/16 08:35
NDEPA 6020B ug/L1Beryllium1.00 6080257EPA 3005A 0.09 7440-41-7 08/10/16 18:3008/10/16 08:35
NDEPA 6020B ug/L1Cadmium1.00 6080257EPA 3005A 0.10 7440-43-9 08/10/16 18:3008/10/16 08:35
EPA 6020B 1.45 ug/L1Chromium10.0 J 6080257EPA 3005A 0.43 7440-47-3 08/10/16 18:3008/10/16 08:35
EPA 6020B 0.54 ug/L1Cobalt10.0 J 6080257EPA 3005A 0.29 7440-48-4 08/10/16 18:3008/10/16 08:35
EPA 6020B 1.17 ug/L1Copper10.0 J 6080257EPA 3005A 0.41 7440-50-8 08/10/16 18:3008/10/16 08:35
EPA 6020B 0.46 ug/L1Lead10.0 J 6080257EPA 3005A 0.08 7439-92-1 08/10/16 18:3008/10/16 08:35
EPA 6020B 1.07 ug/L1Nickel50.0 J 6080257EPA 3005A 0.48 7440-02-0 08/10/16 18:3008/10/16 08:35
NDEPA 6020B ug/L1Selenium10.0 6080257EPA 3005A 0.85 7782-49-2 08/10/16 18:3008/10/16 08:35
NDEPA 6020B ug/L1Silver10.0 6080257EPA 3005A 0.22 7440-22-4 08/10/16 18:3008/10/16 08:35
NDEPA 6020B ug/L1Thallium5.50 6080257EPA 3005A 0.06 7440-28-0 08/10/16 18:3008/10/16 08:35
EPA 6020B 3.09 ug/L1Vanadium25.0 J 6080257EPA 3005A 1.57 7440-62-2 08/10/16 18:3008/10/16 08:35
EPA 6020B 5.30 ug/L1Zinc10.0 J 6080257EPA 3005A 1.30 7440-66-6 08/10/16 18:3008/10/16 08:35
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1Acetone100 6080039EPA 5030B 4.9 67-64-1 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L1Acrylonitrile200 6080039EPA 5030B 1.8 107-13-1 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L1Benzene1.0 6080039EPA 5030B 0.2 71-43-2 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L1Bromochloromethane3.0 6080039EPA 5030B 0.7 74-97-5 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L1Bromodichloromethane1.0 6080039EPA 5030B 0.6 75-27-4 08/01/16 16:0808/01/16 07:00
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW10
Ground Water
AZG0874-09 AZG087407/28/16 11:25
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1Bromoform3.0 6080039EPA 5030B 0.7 75-25-2 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L1Bromomethane10 6080039EPA 5030B 0.8 74-83-9 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L1Carbon Disulfide 100 6080039EPA 5030B 0.6 75-15-0 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L1Carbon Tetrachloride 1.0 6080039EPA 5030B 0.6 56-23-5 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L1Chlorobenzene3.0 6080039EPA 5030B 0.4 108-90-7 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L1Chloroethane10 6080039EPA 5030B 0.4 75-00-3 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L1Chloroform5.0 6080039EPA 5030B 0.3 67-66-3 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L1Chloromethane1.0 6080039EPA 5030B 0.4 74-87-3 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L1Dibromochloromethane3.0 6080039EPA 5030B 0.7 124-48-1 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L11,2-Dibromo-3-chloropropane 13 6080039EPA 5030B 2.0 96-12-8 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L11,2-Dibromoethane 1.0 6080039EPA 5030B 0.7 106-93-4 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L1Dibromomethane10 6080039EPA 5030B 0.7 74-95-3 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L11,2-Dichlorobenzene 5.0 6080039EPA 5030B 0.5 95-50-1 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L11,4-Dichlorobenzene 1.0 6080039EPA 5030B 0.3 106-46-7 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L1trans-1,4-Dichloro-2-butene 100 6080039EPA 5030B 1.5 110-57-6 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L11,1-Dichloroethane 5.0 6080039EPA 5030B 0.4 75-34-3 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L11,2-Dichloroethane 1.0 6080039EPA 5030B 0.3 107-06-2 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L11,1-Dichloroethene 5.0 6080039EPA 5030B 0.5 75-35-4 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L1cis-1,2-Dichloroethene 5.0 6080039EPA 5030B 0.5 156-59-2 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L1trans-1,2-Dichloroethene 5.0 6080039EPA 5030B 0.4 156-60-5 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L11,2-Dichloropropane 1.0 6080039EPA 5030B 0.5 78-87-5 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L1cis-1,3-Dichloropropene 1.0 6080039EPA 5030B 0.4 10061-01-5 08/01/16 16:0808/01/16 07:00
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW10
Ground Water
AZG0874-09 AZG087407/28/16 11:25
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1trans-1,3-Dichloropropene 1.0 6080039EPA 5030B 0.4 10061-02-6 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L1Ethylbenzene1.0 6080039EPA 5030B 0.2 100-41-4 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L1Iodomethane10 6080039EPA 5030B 0.6 74-88-4 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L1Methyl Butyl Ketone (2-Hexanone)50 6080039EPA 5030B 0.9 591-78-6 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L1Methylene Chloride 1.0 6080039EPA 5030B 0.5 75-09-2 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L1Methyl Ethyl Ketone
(2-Butanone)100 6080039EPA 5030B 1.1 78-93-3 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L14-Methyl-2-pentanone (MIBK)100 6080039EPA 5030B 1.7 108-10-1 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L1Styrene1.0 6080039EPA 5030B 0.4 100-42-5 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L11,1,1,2-Tetrachloroethane 5.0 6080039EPA 5030B 0.6 630-20-6 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L11,1,2,2-Tetrachloroethane 3.0 6080039EPA 5030B 0.5 79-34-5 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L1Tetrachloroethene1.0 6080039EPA 5030B 0.4 127-18-4 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L1Toluene1.0 6080039EPA 5030B 0.3 108-88-3 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L11,1,1-Trichloroethane 1.0 6080039EPA 5030B 0.4 71-55-6 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L11,1,2-Trichloroethane 1.0 6080039EPA 5030B 0.8 79-00-5 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L1Trichloroethene1.0 6080039EPA 5030B 0.4 79-01-6 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L1Trichlorofluoromethane1.0 6080039EPA 5030B 0.5 75-69-4 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L11,2,3-Trichloropropane 1.0 6080039EPA 5030B 0.7 96-18-4 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L1Vinyl Acetate 50 6080039EPA 5030B 0.8 108-05-4 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L1Vinyl Chloride 1.0 6080039EPA 5030B 0.7 75-01-4 08/01/16 16:0808/01/16 07:00
NDEPA 8260B ug/L1Xylenes, total 5.0 6080039EPA 5030B 0.4 1330-20-7 08/01/16 16:0808/01/16 07:00
EPA 8260B 102 %Surr: Dibromofluoromethane 6080039EPA 5030B 1868-53-7 08/01/16 16:0808/01/16 07:0080-120
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW10
Ground Water
AZG0874-09 AZG087407/28/16 11:25
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
EPA 8260B 107 %Surr: 1,2-Dichloroethane-d4 6080039EPA 5030B 17060-07-0 08/01/16 16:0808/01/16 07:0078-120
EPA 8260B 104 %Surr: Toluene-d8 6080039EPA 5030B 2037-26-5 08/01/16 16:0808/01/16 07:0080-120
EPA 8260B 100 %Surr: 4-Bromofluorobenzene 6080039EPA 5030B 460-00-4 08/01/16 16:0808/01/16 07:0080-120
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-UD1
Water
AZG0874-10 AZG087407/28/16 13:48
Project:Foothills Environmental Landfill
07/29/16 08:55
Metals, Total
EPA 6020B 1.40 ug/L1Antimony6.00 B-01, J 6080257EPA 3005A 0.25 7440-36-0 08/10/16 18:3608/10/16 08:35
NDEPA 6020B ug/L1Arsenic10.0 6080257EPA 3005A 0.75 7440-38-2 08/10/16 18:3608/10/16 08:35
EPA 6020B 55.2 ug/L1Barium100 J 6080257EPA 3005A 0.30 7440-39-3 08/10/16 18:3608/10/16 08:35
NDEPA 6020B ug/L1Beryllium1.00 6080257EPA 3005A 0.09 7440-41-7 08/10/16 18:3608/10/16 08:35
NDEPA 6020B ug/L1Cadmium1.00 6080257EPA 3005A 0.10 7440-43-9 08/10/16 18:3608/10/16 08:35
EPA 6020B 0.65 ug/L1Chromium10.0 J 6080257EPA 3005A 0.43 7440-47-3 08/10/16 18:3608/10/16 08:35
EPA 6020B 2.25 ug/L1Cobalt10.0 J 6080257EPA 3005A 0.29 7440-48-4 08/10/16 18:3608/10/16 08:35
EPA 6020B 1.03 ug/L1Copper10.0 J 6080257EPA 3005A 0.41 7440-50-8 08/10/16 18:3608/10/16 08:35
EPA 6020B 0.49 ug/L1Lead10.0 J 6080257EPA 3005A 0.08 7439-92-1 08/10/16 18:3608/10/16 08:35
EPA 6020B 1.81 ug/L1Nickel50.0 J 6080257EPA 3005A 0.48 7440-02-0 08/10/16 18:3608/10/16 08:35
NDEPA 6020B ug/L1Selenium10.0 6080257EPA 3005A 0.85 7782-49-2 08/10/16 18:3608/10/16 08:35
NDEPA 6020B ug/L1Silver10.0 6080257EPA 3005A 0.22 7440-22-4 08/10/16 18:3608/10/16 08:35
NDEPA 6020B ug/L1Thallium5.50 6080257EPA 3005A 0.06 7440-28-0 08/10/16 18:3608/10/16 08:35
EPA 6020B 3.11 ug/L1Vanadium25.0 J 6080257EPA 3005A 1.57 7440-62-2 08/10/16 18:3608/10/16 08:35
EPA 6020B 2.38 ug/L1Zinc10.0 J 6080257EPA 3005A 1.30 7440-66-6 08/10/16 18:3608/10/16 08:35
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1Acetone100 6080039EPA 5030B 4.9 67-64-1 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L1Acrylonitrile200 6080039EPA 5030B 1.8 107-13-1 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L1Benzene1.0 6080039EPA 5030B 0.2 71-43-2 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L1Bromochloromethane3.0 6080039EPA 5030B 0.7 74-97-5 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L1Bromodichloromethane1.0 6080039EPA 5030B 0.6 75-27-4 08/01/16 16:3308/01/16 07:00
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-UD1
Water
AZG0874-10 AZG087407/28/16 13:48
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1Bromoform3.0 6080039EPA 5030B 0.7 75-25-2 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L1Bromomethane10 6080039EPA 5030B 0.8 74-83-9 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L1Carbon Disulfide 100 6080039EPA 5030B 0.6 75-15-0 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L1Carbon Tetrachloride 1.0 6080039EPA 5030B 0.6 56-23-5 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L1Chlorobenzene3.0 6080039EPA 5030B 0.4 108-90-7 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L1Chloroethane10 6080039EPA 5030B 0.4 75-00-3 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L1Chloroform5.0 6080039EPA 5030B 0.3 67-66-3 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L1Chloromethane1.0 6080039EPA 5030B 0.4 74-87-3 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L1Dibromochloromethane3.0 6080039EPA 5030B 0.7 124-48-1 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L11,2-Dibromo-3-chloropropane 13 6080039EPA 5030B 2.0 96-12-8 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L11,2-Dibromoethane 1.0 6080039EPA 5030B 0.7 106-93-4 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L1Dibromomethane10 6080039EPA 5030B 0.7 74-95-3 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L11,2-Dichlorobenzene 5.0 6080039EPA 5030B 0.5 95-50-1 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L11,4-Dichlorobenzene 1.0 6080039EPA 5030B 0.3 106-46-7 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L1trans-1,4-Dichloro-2-butene 100 6080039EPA 5030B 1.5 110-57-6 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L11,1-Dichloroethane 5.0 6080039EPA 5030B 0.4 75-34-3 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L11,2-Dichloroethane 1.0 6080039EPA 5030B 0.3 107-06-2 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L11,1-Dichloroethene 5.0 6080039EPA 5030B 0.5 75-35-4 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L1cis-1,2-Dichloroethene 5.0 6080039EPA 5030B 0.5 156-59-2 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L1trans-1,2-Dichloroethene 5.0 6080039EPA 5030B 0.4 156-60-5 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L11,2-Dichloropropane 1.0 6080039EPA 5030B 0.5 78-87-5 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L1cis-1,3-Dichloropropene 1.0 6080039EPA 5030B 0.4 10061-01-5 08/01/16 16:3308/01/16 07:00
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-UD1
Water
AZG0874-10 AZG087407/28/16 13:48
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1trans-1,3-Dichloropropene 1.0 6080039EPA 5030B 0.4 10061-02-6 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L1Ethylbenzene1.0 6080039EPA 5030B 0.2 100-41-4 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L1Iodomethane10 6080039EPA 5030B 0.6 74-88-4 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L1Methyl Butyl Ketone (2-Hexanone)50 6080039EPA 5030B 0.9 591-78-6 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L1Methylene Chloride 1.0 6080039EPA 5030B 0.5 75-09-2 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L1Methyl Ethyl Ketone
(2-Butanone)100 6080039EPA 5030B 1.1 78-93-3 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L14-Methyl-2-pentanone (MIBK)100 6080039EPA 5030B 1.7 108-10-1 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L1Styrene1.0 6080039EPA 5030B 0.4 100-42-5 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L11,1,1,2-Tetrachloroethane 5.0 6080039EPA 5030B 0.6 630-20-6 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L11,1,2,2-Tetrachloroethane 3.0 6080039EPA 5030B 0.5 79-34-5 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L1Tetrachloroethene1.0 6080039EPA 5030B 0.4 127-18-4 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L1Toluene1.0 6080039EPA 5030B 0.3 108-88-3 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L11,1,1-Trichloroethane 1.0 6080039EPA 5030B 0.4 71-55-6 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L11,1,2-Trichloroethane 1.0 6080039EPA 5030B 0.8 79-00-5 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L1Trichloroethene1.0 6080039EPA 5030B 0.4 79-01-6 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L1Trichlorofluoromethane1.0 6080039EPA 5030B 0.5 75-69-4 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L11,2,3-Trichloropropane 1.0 6080039EPA 5030B 0.7 96-18-4 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L1Vinyl Acetate 50 6080039EPA 5030B 0.8 108-05-4 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L1Vinyl Chloride 1.0 6080039EPA 5030B 0.7 75-01-4 08/01/16 16:3308/01/16 07:00
NDEPA 8260B ug/L1Xylenes, total 5.0 6080039EPA 5030B 0.4 1330-20-7 08/01/16 16:3308/01/16 07:00
EPA 8260B 104 %Surr: Dibromofluoromethane 6080039EPA 5030B 1868-53-7 08/01/16 16:3308/01/16 07:0080-120
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-UD1
Water
AZG0874-10 AZG087407/28/16 13:48
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
EPA 8260B 111 %Surr: 1,2-Dichloroethane-d4 6080039EPA 5030B 17060-07-0 08/01/16 16:3308/01/16 07:0078-120
EPA 8260B 104 %Surr: Toluene-d8 6080039EPA 5030B 2037-26-5 08/01/16 16:3308/01/16 07:0080-120
EPA 8260B 99 %Surr: 4-Bromofluorobenzene 6080039EPA 5030B 460-00-4 08/01/16 16:3308/01/16 07:0080-120
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW09
Ground Water
AZG0874-11 AZG087407/28/16 14:59
Project:Foothills Environmental Landfill
07/29/16 08:55
Metals, Total
NDEPA 6020B ug/L1Antimony6.00 6080257EPA 3005A 0.25 7440-36-0 08/10/16 18:4208/10/16 08:35
NDEPA 6020B ug/L1Arsenic10.0 6080257EPA 3005A 0.75 7440-38-2 08/10/16 18:4208/10/16 08:35
EPA 6020B 17.1 ug/L1Barium100 J 6080257EPA 3005A 0.30 7440-39-3 08/10/16 18:4208/10/16 08:35
NDEPA 6020B ug/L1Beryllium1.00 6080257EPA 3005A 0.09 7440-41-7 08/10/16 18:4208/10/16 08:35
NDEPA 6020B ug/L1Cadmium1.00 6080257EPA 3005A 0.10 7440-43-9 08/10/16 18:4208/10/16 08:35
NDEPA 6020B ug/L1Chromium10.0 6080257EPA 3005A 0.43 7440-47-3 08/10/16 18:4208/10/16 08:35
EPA 6020B 1.81 ug/L1Cobalt10.0 J 6080257EPA 3005A 0.29 7440-48-4 08/10/16 18:4208/10/16 08:35
EPA 6020B 0.48 ug/L1Copper10.0 J 6080257EPA 3005A 0.41 7440-50-8 08/10/16 18:4208/10/16 08:35
NDEPA 6020B ug/L1Lead10.0 6080257EPA 3005A 0.08 7439-92-1 08/10/16 18:4208/10/16 08:35
EPA 6020B 3.51 ug/L1Nickel50.0 J 6080257EPA 3005A 0.48 7440-02-0 08/10/16 18:4208/10/16 08:35
NDEPA 6020B ug/L1Selenium10.0 6080257EPA 3005A 0.85 7782-49-2 08/10/16 18:4208/10/16 08:35
NDEPA 6020B ug/L1Silver10.0 6080257EPA 3005A 0.22 7440-22-4 08/10/16 18:4208/10/16 08:35
NDEPA 6020B ug/L1Thallium5.50 6080257EPA 3005A 0.06 7440-28-0 08/10/16 18:4208/10/16 08:35
EPA 6020B 1.93 ug/L1Vanadium25.0 J 6080257EPA 3005A 1.57 7440-62-2 08/10/16 18:4208/10/16 08:35
EPA 6020B 5.12 ug/L1Zinc10.0 J 6080257EPA 3005A 1.30 7440-66-6 08/10/16 18:4208/10/16 08:35
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1Acetone100 6080039EPA 5030B 4.9 67-64-1 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L1Acrylonitrile200 6080039EPA 5030B 1.8 107-13-1 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L1Benzene1.0 6080039EPA 5030B 0.2 71-43-2 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L1Bromochloromethane3.0 6080039EPA 5030B 0.7 74-97-5 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L1Bromodichloromethane1.0 6080039EPA 5030B 0.6 75-27-4 08/01/16 16:5908/01/16 07:00
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW09
Ground Water
AZG0874-11 AZG087407/28/16 14:59
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1Bromoform3.0 6080039EPA 5030B 0.7 75-25-2 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L1Bromomethane10 6080039EPA 5030B 0.8 74-83-9 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L1Carbon Disulfide 100 6080039EPA 5030B 0.6 75-15-0 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L1Carbon Tetrachloride 1.0 6080039EPA 5030B 0.6 56-23-5 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L1Chlorobenzene3.0 6080039EPA 5030B 0.4 108-90-7 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L1Chloroethane10 6080039EPA 5030B 0.4 75-00-3 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L1Chloroform5.0 6080039EPA 5030B 0.3 67-66-3 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L1Chloromethane1.0 6080039EPA 5030B 0.4 74-87-3 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L1Dibromochloromethane3.0 6080039EPA 5030B 0.7 124-48-1 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L11,2-Dibromo-3-chloropropane 13 6080039EPA 5030B 2.0 96-12-8 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L11,2-Dibromoethane 1.0 6080039EPA 5030B 0.7 106-93-4 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L1Dibromomethane10 6080039EPA 5030B 0.7 74-95-3 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L11,2-Dichlorobenzene 5.0 6080039EPA 5030B 0.5 95-50-1 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L11,4-Dichlorobenzene 1.0 6080039EPA 5030B 0.3 106-46-7 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L1trans-1,4-Dichloro-2-butene 100 6080039EPA 5030B 1.5 110-57-6 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L11,1-Dichloroethane 5.0 6080039EPA 5030B 0.4 75-34-3 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L11,2-Dichloroethane 1.0 6080039EPA 5030B 0.3 107-06-2 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L11,1-Dichloroethene 5.0 6080039EPA 5030B 0.5 75-35-4 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L1cis-1,2-Dichloroethene 5.0 6080039EPA 5030B 0.5 156-59-2 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L1trans-1,2-Dichloroethene 5.0 6080039EPA 5030B 0.4 156-60-5 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L11,2-Dichloropropane 1.0 6080039EPA 5030B 0.5 78-87-5 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L1cis-1,3-Dichloropropene 1.0 6080039EPA 5030B 0.4 10061-01-5 08/01/16 16:5908/01/16 07:00
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW09
Ground Water
AZG0874-11 AZG087407/28/16 14:59
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1trans-1,3-Dichloropropene 1.0 6080039EPA 5030B 0.4 10061-02-6 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L1Ethylbenzene1.0 6080039EPA 5030B 0.2 100-41-4 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L1Iodomethane10 6080039EPA 5030B 0.6 74-88-4 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L1Methyl Butyl Ketone (2-Hexanone)50 6080039EPA 5030B 0.9 591-78-6 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L1Methylene Chloride 1.0 6080039EPA 5030B 0.5 75-09-2 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L1Methyl Ethyl Ketone
(2-Butanone)100 6080039EPA 5030B 1.1 78-93-3 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L14-Methyl-2-pentanone (MIBK)100 6080039EPA 5030B 1.7 108-10-1 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L1Styrene1.0 6080039EPA 5030B 0.4 100-42-5 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L11,1,1,2-Tetrachloroethane 5.0 6080039EPA 5030B 0.6 630-20-6 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L11,1,2,2-Tetrachloroethane 3.0 6080039EPA 5030B 0.5 79-34-5 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L1Tetrachloroethene1.0 6080039EPA 5030B 0.4 127-18-4 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L1Toluene1.0 6080039EPA 5030B 0.3 108-88-3 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L11,1,1-Trichloroethane 1.0 6080039EPA 5030B 0.4 71-55-6 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L11,1,2-Trichloroethane 1.0 6080039EPA 5030B 0.8 79-00-5 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L1Trichloroethene1.0 6080039EPA 5030B 0.4 79-01-6 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L1Trichlorofluoromethane1.0 6080039EPA 5030B 0.5 75-69-4 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L11,2,3-Trichloropropane 1.0 6080039EPA 5030B 0.7 96-18-4 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L1Vinyl Acetate 50 6080039EPA 5030B 0.8 108-05-4 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L1Vinyl Chloride 1.0 6080039EPA 5030B 0.7 75-01-4 08/01/16 16:5908/01/16 07:00
NDEPA 8260B ug/L1Xylenes, total 5.0 6080039EPA 5030B 0.4 1330-20-7 08/01/16 16:5908/01/16 07:00
EPA 8260B 104 %Surr: Dibromofluoromethane 6080039EPA 5030B 1868-53-7 08/01/16 16:5908/01/16 07:0080-120
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-MW09
Ground Water
AZG0874-11 AZG087407/28/16 14:59
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
EPA 8260B 109 %Surr: 1,2-Dichloroethane-d4 6080039EPA 5030B 17060-07-0 08/01/16 16:5908/01/16 07:0078-120
EPA 8260B 102 %Surr: Toluene-d8 6080039EPA 5030B 2037-26-5 08/01/16 16:5908/01/16 07:0080-120
EPA 8260B 99 %Surr: 4-Bromofluorobenzene 6080039EPA 5030B 460-00-4 08/01/16 16:5908/01/16 07:0080-120
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-SW1
Surface Water
AZG0874-12 AZG087407/28/16 12:11
Project:Foothills Environmental Landfill
07/29/16 08:55
Metals, Total
NDEPA 6020B ug/L1Antimony6.00 6080257EPA 3005A 0.25 7440-36-0 08/10/16 18:4808/10/16 08:35
NDEPA 6020B ug/L1Arsenic10.0 6080257EPA 3005A 0.75 7440-38-2 08/10/16 18:4808/10/16 08:35
EPA 6020B 20.6 ug/L1Barium100 J 6080257EPA 3005A 0.30 7440-39-3 08/10/16 18:4808/10/16 08:35
NDEPA 6020B ug/L1Beryllium1.00 6080257EPA 3005A 0.09 7440-41-7 08/10/16 18:4808/10/16 08:35
NDEPA 6020B ug/L1Cadmium1.00 6080257EPA 3005A 0.10 7440-43-9 08/10/16 18:4808/10/16 08:35
EPA 6020B 0.56 ug/L1Chromium10.0 J 6080257EPA 3005A 0.43 7440-47-3 08/10/16 18:4808/10/16 08:35
NDEPA 6020B ug/L1Cobalt10.0 6080257EPA 3005A 0.29 7440-48-4 08/10/16 18:4808/10/16 08:35
EPA 6020B 0.54 ug/L1Copper10.0 J 6080257EPA 3005A 0.41 7440-50-8 08/10/16 18:4808/10/16 08:35
EPA 6020B 0.17 ug/L1Lead10.0 J 6080257EPA 3005A 0.08 7439-92-1 08/10/16 18:4808/10/16 08:35
NDEPA 6020B ug/L1Nickel50.0 6080257EPA 3005A 0.48 7440-02-0 08/10/16 18:4808/10/16 08:35
NDEPA 6020B ug/L1Selenium10.0 6080257EPA 3005A 0.85 7782-49-2 08/10/16 18:4808/10/16 08:35
NDEPA 6020B ug/L1Silver10.0 6080257EPA 3005A 0.22 7440-22-4 08/10/16 18:4808/10/16 08:35
NDEPA 6020B ug/L1Thallium5.50 6080257EPA 3005A 0.06 7440-28-0 08/10/16 18:4808/10/16 08:35
EPA 6020B 2.63 ug/L1Vanadium25.0 J 6080257EPA 3005A 1.57 7440-62-2 08/10/16 18:4808/10/16 08:35
EPA 6020B 1.43 ug/L1Zinc10.0 J 6080257EPA 3005A 1.30 7440-66-6 08/10/16 18:4808/10/16 08:35
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1Acetone100 6080039EPA 5030B 4.9 67-64-1 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L1Acrylonitrile200 6080039EPA 5030B 1.8 107-13-1 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L1Benzene1.0 6080039EPA 5030B 0.2 71-43-2 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L1Bromochloromethane3.0 6080039EPA 5030B 0.7 74-97-5 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L1Bromodichloromethane1.0 6080039EPA 5030B 0.6 75-27-4 08/01/16 17:2408/01/16 07:00
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-SW1
Surface Water
AZG0874-12 AZG087407/28/16 12:11
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1Bromoform3.0 6080039EPA 5030B 0.7 75-25-2 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L1Bromomethane10 6080039EPA 5030B 0.8 74-83-9 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L1Carbon Disulfide 100 6080039EPA 5030B 0.6 75-15-0 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L1Carbon Tetrachloride 1.0 6080039EPA 5030B 0.6 56-23-5 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L1Chlorobenzene3.0 6080039EPA 5030B 0.4 108-90-7 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L1Chloroethane10 6080039EPA 5030B 0.4 75-00-3 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L1Chloroform5.0 6080039EPA 5030B 0.3 67-66-3 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L1Chloromethane1.0 6080039EPA 5030B 0.4 74-87-3 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L1Dibromochloromethane3.0 6080039EPA 5030B 0.7 124-48-1 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L11,2-Dibromo-3-chloropropane 13 6080039EPA 5030B 2.0 96-12-8 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L11,2-Dibromoethane 1.0 6080039EPA 5030B 0.7 106-93-4 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L1Dibromomethane10 6080039EPA 5030B 0.7 74-95-3 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L11,2-Dichlorobenzene 5.0 6080039EPA 5030B 0.5 95-50-1 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L11,4-Dichlorobenzene 1.0 6080039EPA 5030B 0.3 106-46-7 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L1trans-1,4-Dichloro-2-butene 100 6080039EPA 5030B 1.5 110-57-6 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L11,1-Dichloroethane 5.0 6080039EPA 5030B 0.4 75-34-3 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L11,2-Dichloroethane 1.0 6080039EPA 5030B 0.3 107-06-2 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L11,1-Dichloroethene 5.0 6080039EPA 5030B 0.5 75-35-4 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L1cis-1,2-Dichloroethene 5.0 6080039EPA 5030B 0.5 156-59-2 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L1trans-1,2-Dichloroethene 5.0 6080039EPA 5030B 0.4 156-60-5 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L11,2-Dichloropropane 1.0 6080039EPA 5030B 0.5 78-87-5 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L1cis-1,3-Dichloropropene 1.0 6080039EPA 5030B 0.4 10061-01-5 08/01/16 17:2408/01/16 07:00
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-SW1
Surface Water
AZG0874-12 AZG087407/28/16 12:11
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1trans-1,3-Dichloropropene 1.0 6080039EPA 5030B 0.4 10061-02-6 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L1Ethylbenzene1.0 6080039EPA 5030B 0.2 100-41-4 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L1Iodomethane10 6080039EPA 5030B 0.6 74-88-4 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L1Methyl Butyl Ketone (2-Hexanone)50 6080039EPA 5030B 0.9 591-78-6 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L1Methylene Chloride 1.0 6080039EPA 5030B 0.5 75-09-2 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L1Methyl Ethyl Ketone
(2-Butanone)100 6080039EPA 5030B 1.1 78-93-3 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L14-Methyl-2-pentanone (MIBK)100 6080039EPA 5030B 1.7 108-10-1 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L1Styrene1.0 6080039EPA 5030B 0.4 100-42-5 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L11,1,1,2-Tetrachloroethane 5.0 6080039EPA 5030B 0.6 630-20-6 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L11,1,2,2-Tetrachloroethane 3.0 6080039EPA 5030B 0.5 79-34-5 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L1Tetrachloroethene1.0 6080039EPA 5030B 0.4 127-18-4 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L1Toluene1.0 6080039EPA 5030B 0.3 108-88-3 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L11,1,1-Trichloroethane 1.0 6080039EPA 5030B 0.4 71-55-6 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L11,1,2-Trichloroethane 1.0 6080039EPA 5030B 0.8 79-00-5 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L1Trichloroethene1.0 6080039EPA 5030B 0.4 79-01-6 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L1Trichlorofluoromethane1.0 6080039EPA 5030B 0.5 75-69-4 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L11,2,3-Trichloropropane 1.0 6080039EPA 5030B 0.7 96-18-4 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L1Vinyl Acetate 50 6080039EPA 5030B 0.8 108-05-4 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L1Vinyl Chloride 1.0 6080039EPA 5030B 0.7 75-01-4 08/01/16 17:2408/01/16 07:00
NDEPA 8260B ug/L1Xylenes, total 5.0 6080039EPA 5030B 0.4 1330-20-7 08/01/16 17:2408/01/16 07:00
EPA 8260B 105 %Surr: Dibromofluoromethane 6080039EPA 5030B 1868-53-7 08/01/16 17:2408/01/16 07:0080-120
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-SW1
Surface Water
AZG0874-12 AZG087407/28/16 12:11
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
EPA 8260B 110 %Surr: 1,2-Dichloroethane-d4 6080039EPA 5030B 17060-07-0 08/01/16 17:2408/01/16 07:0078-120
EPA 8260B 104 %Surr: Toluene-d8 6080039EPA 5030B 2037-26-5 08/01/16 17:2408/01/16 07:0080-120
EPA 8260B 100 %Surr: 4-Bromofluorobenzene 6080039EPA 5030B 460-00-4 08/01/16 17:2408/01/16 07:0080-120
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-SW2
Surface Water
AZG0874-13 AZG087407/28/16 13:46
Project:Foothills Environmental Landfill
07/29/16 08:55
Metals, Total
NDEPA 6020B ug/L1Antimony6.00 6080257EPA 3005A 0.25 7440-36-0 08/10/16 18:5308/10/16 08:35
NDEPA 6020B ug/L1Arsenic10.0 6080257EPA 3005A 0.75 7440-38-2 08/10/16 18:5308/10/16 08:35
EPA 6020B 26.9 ug/L1Barium100 J 6080257EPA 3005A 0.30 7440-39-3 08/10/16 18:5308/10/16 08:35
NDEPA 6020B ug/L1Beryllium1.00 6080257EPA 3005A 0.09 7440-41-7 08/10/16 18:5308/10/16 08:35
NDEPA 6020B ug/L1Cadmium1.00 6080257EPA 3005A 0.10 7440-43-9 08/10/16 18:5308/10/16 08:35
NDEPA 6020B ug/L1Chromium10.0 6080257EPA 3005A 0.43 7440-47-3 08/10/16 18:5308/10/16 08:35
EPA 6020B 0.85 ug/L1Cobalt10.0 J 6080257EPA 3005A 0.29 7440-48-4 08/10/16 18:5308/10/16 08:35
EPA 6020B 0.53 ug/L1Copper10.0 J 6080257EPA 3005A 0.41 7440-50-8 08/10/16 18:5308/10/16 08:35
EPA 6020B 0.13 ug/L1Lead10.0 J 6080257EPA 3005A 0.08 7439-92-1 08/10/16 18:5308/10/16 08:35
EPA 6020B 0.52 ug/L1Nickel50.0 J 6080257EPA 3005A 0.48 7440-02-0 08/10/16 18:5308/10/16 08:35
NDEPA 6020B ug/L1Selenium10.0 6080257EPA 3005A 0.85 7782-49-2 08/10/16 18:5308/10/16 08:35
NDEPA 6020B ug/L1Silver10.0 6080257EPA 3005A 0.22 7440-22-4 08/10/16 18:5308/10/16 08:35
NDEPA 6020B ug/L1Thallium5.50 6080257EPA 3005A 0.06 7440-28-0 08/10/16 18:5308/10/16 08:35
EPA 6020B 2.37 ug/L1Vanadium25.0 J 6080257EPA 3005A 1.57 7440-62-2 08/10/16 18:5308/10/16 08:35
EPA 6020B 2.01 ug/L1Zinc10.0 J 6080257EPA 3005A 1.30 7440-66-6 08/10/16 18:5308/10/16 08:35
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1Acetone100 6080072EPA 5030B 4.9 67-64-1 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L1Acrylonitrile200 6080072EPA 5030B 1.8 107-13-1 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L1Benzene1.0 6080072EPA 5030B 0.2 71-43-2 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L1Bromochloromethane3.0 6080072EPA 5030B 0.7 74-97-5 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L1Bromodichloromethane1.0 6080072EPA 5030B 0.6 75-27-4 08/02/16 14:5708/02/16 07:00
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-SW2
Surface Water
AZG0874-13 AZG087407/28/16 13:46
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1Bromoform3.0 6080072EPA 5030B 0.7 75-25-2 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L1Bromomethane10 6080072EPA 5030B 0.8 74-83-9 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L1Carbon Disulfide 100 6080072EPA 5030B 0.6 75-15-0 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L1Carbon Tetrachloride 1.0 6080072EPA 5030B 0.6 56-23-5 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L1Chlorobenzene3.0 6080072EPA 5030B 0.4 108-90-7 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L1Chloroethane10 6080072EPA 5030B 0.4 75-00-3 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L1Chloroform5.0 6080072EPA 5030B 0.3 67-66-3 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L1Chloromethane1.0 6080072EPA 5030B 0.4 74-87-3 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L1Dibromochloromethane3.0 6080072EPA 5030B 0.7 124-48-1 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L11,2-Dibromo-3-chloropropane 13 6080072EPA 5030B 2.0 96-12-8 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L11,2-Dibromoethane 1.0 6080072EPA 5030B 0.7 106-93-4 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L1Dibromomethane10 6080072EPA 5030B 0.7 74-95-3 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L11,2-Dichlorobenzene 5.0 6080072EPA 5030B 0.5 95-50-1 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L11,4-Dichlorobenzene 1.0 6080072EPA 5030B 0.3 106-46-7 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L1trans-1,4-Dichloro-2-butene 100 6080072EPA 5030B 1.5 110-57-6 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L11,1-Dichloroethane 5.0 6080072EPA 5030B 0.4 75-34-3 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L11,2-Dichloroethane 1.0 6080072EPA 5030B 0.3 107-06-2 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L11,1-Dichloroethene 5.0 6080072EPA 5030B 0.5 75-35-4 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L1cis-1,2-Dichloroethene 5.0 6080072EPA 5030B 0.5 156-59-2 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L1trans-1,2-Dichloroethene 5.0 6080072EPA 5030B 0.4 156-60-5 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L11,2-Dichloropropane 1.0 6080072EPA 5030B 0.5 78-87-5 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L1cis-1,3-Dichloropropene 1.0 6080072EPA 5030B 0.4 10061-01-5 08/02/16 14:5708/02/16 07:00
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-SW2
Surface Water
AZG0874-13 AZG087407/28/16 13:46
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1trans-1,3-Dichloropropene 1.0 6080072EPA 5030B 0.4 10061-02-6 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L1Ethylbenzene1.0 6080072EPA 5030B 0.2 100-41-4 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L1Iodomethane10 6080072EPA 5030B 0.6 74-88-4 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L1Methyl Butyl Ketone (2-Hexanone)50 6080072EPA 5030B 0.9 591-78-6 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L1Methylene Chloride 1.0 6080072EPA 5030B 0.5 75-09-2 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L1Methyl Ethyl Ketone
(2-Butanone)100 6080072EPA 5030B 1.1 78-93-3 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L14-Methyl-2-pentanone (MIBK)100 6080072EPA 5030B 1.7 108-10-1 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L1Styrene1.0 6080072EPA 5030B 0.4 100-42-5 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L11,1,1,2-Tetrachloroethane 5.0 6080072EPA 5030B 0.6 630-20-6 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L11,1,2,2-Tetrachloroethane 3.0 6080072EPA 5030B 0.5 79-34-5 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L1Tetrachloroethene1.0 6080072EPA 5030B 0.4 127-18-4 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L1Toluene1.0 6080072EPA 5030B 0.3 108-88-3 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L11,1,1-Trichloroethane 1.0 6080072EPA 5030B 0.4 71-55-6 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L11,1,2-Trichloroethane 1.0 6080072EPA 5030B 0.8 79-00-5 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L1Trichloroethene1.0 6080072EPA 5030B 0.4 79-01-6 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L1Trichlorofluoromethane1.0 6080072EPA 5030B 0.5 75-69-4 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L11,2,3-Trichloropropane 1.0 6080072EPA 5030B 0.7 96-18-4 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L1Vinyl Acetate 50 6080072EPA 5030B 0.8 108-05-4 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L1Vinyl Chloride 1.0 6080072EPA 5030B 0.7 75-01-4 08/02/16 14:5708/02/16 07:00
NDEPA 8260B ug/L1Xylenes, total 5.0 6080072EPA 5030B 0.4 1330-20-7 08/02/16 14:5708/02/16 07:00
EPA 8260B 104 %Surr: Dibromofluoromethane 6080072EPA 5030B 1868-53-7 08/02/16 14:5708/02/16 07:0080-120
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-SW2
Surface Water
AZG0874-13 AZG087407/28/16 13:46
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
EPA 8260B 107 %Surr: 1,2-Dichloroethane-d4 6080072EPA 5030B 17060-07-0 08/02/16 14:5708/02/16 07:0078-120
EPA 8260B 105 %Surr: Toluene-d8 6080072EPA 5030B 2037-26-5 08/02/16 14:5708/02/16 07:0080-120
EPA 8260B 99 %Surr: 4-Bromofluorobenzene 6080072EPA 5030B 460-00-4 08/02/16 14:5708/02/16 07:0080-120
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-SW3
Surface Water
AZG0874-14 AZG087407/28/16 15:28
Project:Foothills Environmental Landfill
07/29/16 08:55
Metals, Total
NDEPA 6020B ug/L1Antimony6.00 6080257EPA 3005A 0.25 7440-36-0 08/10/16 18:5908/10/16 08:35
NDEPA 6020B ug/L1Arsenic10.0 6080257EPA 3005A 0.75 7440-38-2 08/10/16 18:5908/10/16 08:35
EPA 6020B 56.2 ug/L1Barium100 J 6080257EPA 3005A 0.30 7440-39-3 08/10/16 18:5908/10/16 08:35
EPA 6020B 0.15 ug/L1Beryllium1.00 J 6080257EPA 3005A 0.09 7440-41-7 08/10/16 18:5908/10/16 08:35
NDEPA 6020B ug/L1Cadmium1.00 6080257EPA 3005A 0.10 7440-43-9 08/10/16 18:5908/10/16 08:35
EPA 6020B 1.81 ug/L1Chromium10.0 J 6080257EPA 3005A 0.43 7440-47-3 08/10/16 18:5908/10/16 08:35
EPA 6020B 3.47 ug/L1Cobalt10.0 J 6080257EPA 3005A 0.29 7440-48-4 08/10/16 18:5908/10/16 08:35
EPA 6020B 1.82 ug/L1Copper10.0 J 6080257EPA 3005A 0.41 7440-50-8 08/10/16 18:5908/10/16 08:35
EPA 6020B 1.80 ug/L1Lead10.0 J 6080257EPA 3005A 0.08 7439-92-1 08/10/16 18:5908/10/16 08:35
EPA 6020B 1.31 ug/L1Nickel50.0 J 6080257EPA 3005A 0.48 7440-02-0 08/10/16 18:5908/10/16 08:35
EPA 6020B 1.42 ug/L1Selenium10.0 J 6080257EPA 3005A 0.85 7782-49-2 08/10/16 18:5908/10/16 08:35
NDEPA 6020B ug/L1Silver10.0 6080257EPA 3005A 0.22 7440-22-4 08/10/16 18:5908/10/16 08:35
EPA 6020B 0.06 ug/L1Thallium5.50 J 6080257EPA 3005A 0.06 7440-28-0 08/10/16 18:5908/10/16 08:35
EPA 6020B 4.92 ug/L1Vanadium25.0 J 6080257EPA 3005A 1.57 7440-62-2 08/10/16 18:5908/10/16 08:35
EPA 6020B 8.69 ug/L1Zinc10.0 J 6080257EPA 3005A 1.30 7440-66-6 08/10/16 18:5908/10/16 08:35
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1Acetone100 6080072EPA 5030B 4.9 67-64-1 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L1Acrylonitrile200 6080072EPA 5030B 1.8 107-13-1 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L1Benzene1.0 6080072EPA 5030B 0.2 71-43-2 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L1Bromochloromethane3.0 6080072EPA 5030B 0.7 74-97-5 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L1Bromodichloromethane1.0 6080072EPA 5030B 0.6 75-27-4 08/02/16 15:2208/02/16 07:00
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-SW3
Surface Water
AZG0874-14 AZG087407/28/16 15:28
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1Bromoform3.0 6080072EPA 5030B 0.7 75-25-2 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L1Bromomethane10 6080072EPA 5030B 0.8 74-83-9 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L1Carbon Disulfide 100 6080072EPA 5030B 0.6 75-15-0 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L1Carbon Tetrachloride 1.0 6080072EPA 5030B 0.6 56-23-5 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L1Chlorobenzene3.0 6080072EPA 5030B 0.4 108-90-7 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L1Chloroethane10 6080072EPA 5030B 0.4 75-00-3 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L1Chloroform5.0 6080072EPA 5030B 0.3 67-66-3 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L1Chloromethane1.0 6080072EPA 5030B 0.4 74-87-3 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L1Dibromochloromethane3.0 6080072EPA 5030B 0.7 124-48-1 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L11,2-Dibromo-3-chloropropane 13 6080072EPA 5030B 2.0 96-12-8 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L11,2-Dibromoethane 1.0 6080072EPA 5030B 0.7 106-93-4 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L1Dibromomethane10 6080072EPA 5030B 0.7 74-95-3 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L11,2-Dichlorobenzene 5.0 6080072EPA 5030B 0.5 95-50-1 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L11,4-Dichlorobenzene 1.0 6080072EPA 5030B 0.3 106-46-7 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L1trans-1,4-Dichloro-2-butene 100 6080072EPA 5030B 1.5 110-57-6 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L11,1-Dichloroethane 5.0 6080072EPA 5030B 0.4 75-34-3 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L11,2-Dichloroethane 1.0 6080072EPA 5030B 0.3 107-06-2 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L11,1-Dichloroethene 5.0 6080072EPA 5030B 0.5 75-35-4 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L1cis-1,2-Dichloroethene 5.0 6080072EPA 5030B 0.5 156-59-2 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L1trans-1,2-Dichloroethene 5.0 6080072EPA 5030B 0.4 156-60-5 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L11,2-Dichloropropane 1.0 6080072EPA 5030B 0.5 78-87-5 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L1cis-1,3-Dichloropropene 1.0 6080072EPA 5030B 0.4 10061-01-5 08/02/16 15:2208/02/16 07:00
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-SW3
Surface Water
AZG0874-14 AZG087407/28/16 15:28
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1trans-1,3-Dichloropropene 1.0 6080072EPA 5030B 0.4 10061-02-6 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L1Ethylbenzene1.0 6080072EPA 5030B 0.2 100-41-4 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L1Iodomethane10 6080072EPA 5030B 0.6 74-88-4 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L1Methyl Butyl Ketone (2-Hexanone)50 6080072EPA 5030B 0.9 591-78-6 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L1Methylene Chloride 1.0 6080072EPA 5030B 0.5 75-09-2 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L1Methyl Ethyl Ketone
(2-Butanone)100 6080072EPA 5030B 1.1 78-93-3 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L14-Methyl-2-pentanone (MIBK)100 6080072EPA 5030B 1.7 108-10-1 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L1Styrene1.0 6080072EPA 5030B 0.4 100-42-5 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L11,1,1,2-Tetrachloroethane 5.0 6080072EPA 5030B 0.6 630-20-6 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L11,1,2,2-Tetrachloroethane 3.0 6080072EPA 5030B 0.5 79-34-5 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L1Tetrachloroethene1.0 6080072EPA 5030B 0.4 127-18-4 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L1Toluene1.0 6080072EPA 5030B 0.3 108-88-3 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L11,1,1-Trichloroethane 1.0 6080072EPA 5030B 0.4 71-55-6 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L11,1,2-Trichloroethane 1.0 6080072EPA 5030B 0.8 79-00-5 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L1Trichloroethene1.0 6080072EPA 5030B 0.4 79-01-6 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L1Trichlorofluoromethane1.0 6080072EPA 5030B 0.5 75-69-4 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L11,2,3-Trichloropropane 1.0 6080072EPA 5030B 0.7 96-18-4 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L1Vinyl Acetate 50 6080072EPA 5030B 0.8 108-05-4 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L1Vinyl Chloride 1.0 6080072EPA 5030B 0.7 75-01-4 08/02/16 15:2208/02/16 07:00
NDEPA 8260B ug/L1Xylenes, total 5.0 6080072EPA 5030B 0.4 1330-20-7 08/02/16 15:2208/02/16 07:00
EPA 8260B 102 %Surr: Dibromofluoromethane 6080072EPA 5030B 1868-53-7 08/02/16 15:2208/02/16 07:0080-120
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-SW3
Surface Water
AZG0874-14 AZG087407/28/16 15:28
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
EPA 8260B 107 %Surr: 1,2-Dichloroethane-d4 6080072EPA 5030B 17060-07-0 08/02/16 15:2208/02/16 07:0078-120
EPA 8260B 105 %Surr: Toluene-d8 6080072EPA 5030B 2037-26-5 08/02/16 15:2208/02/16 07:0080-120
EPA 8260B 99 %Surr: 4-Bromofluorobenzene 6080072EPA 5030B 460-00-4 08/02/16 15:2208/02/16 07:0080-120
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-SW4
Surface Water
AZG0874-15 AZG087407/28/16 15:36
Project:Foothills Environmental Landfill
07/29/16 08:55
Metals, Total
NDEPA 6020B ug/L1Antimony6.00 6080257EPA 3005A 0.25 7440-36-0 08/10/16 19:0508/10/16 08:35
EPA 6020B 0.78 ug/L1Arsenic10.0 J 6080257EPA 3005A 0.75 7440-38-2 08/10/16 19:0508/10/16 08:35
EPA 6020B 64.7 ug/L1Barium100 J 6080257EPA 3005A 0.30 7440-39-3 08/10/16 19:0508/10/16 08:35
EPA 6020B 0.35 ug/L1Beryllium1.00 J 6080257EPA 3005A 0.09 7440-41-7 08/10/16 19:0508/10/16 08:35
NDEPA 6020B ug/L1Cadmium1.00 6080257EPA 3005A 0.10 7440-43-9 08/10/16 19:0508/10/16 08:35
EPA 6020B 7.91 ug/L1Chromium10.0 J 6080257EPA 3005A 0.43 7440-47-3 08/10/16 19:0508/10/16 08:35
EPA 6020B 4.01 ug/L1Cobalt10.0 J 6080257EPA 3005A 0.29 7440-48-4 08/10/16 19:0508/10/16 08:35
EPA 6020B 6.00 ug/L1Copper10.0 J 6080257EPA 3005A 0.41 7440-50-8 08/10/16 19:0508/10/16 08:35
EPA 6020B 4.03 ug/L1Lead10.0 J 6080257EPA 3005A 0.08 7439-92-1 08/10/16 19:0508/10/16 08:35
EPA 6020B 3.94 ug/L1Nickel50.0 J 6080257EPA 3005A 0.48 7440-02-0 08/10/16 19:0508/10/16 08:35
EPA 6020B 1.77 ug/L1Selenium10.0 J 6080257EPA 3005A 0.85 7782-49-2 08/10/16 19:0508/10/16 08:35
NDEPA 6020B ug/L1Silver10.0 6080257EPA 3005A 0.22 7440-22-4 08/10/16 19:0508/10/16 08:35
EPA 6020B 0.11 ug/L1Thallium5.50 J 6080257EPA 3005A 0.06 7440-28-0 08/10/16 19:0508/10/16 08:35
EPA 6020B 16.6 ug/L1Vanadium25.0 J 6080257EPA 3005A 1.57 7440-62-2 08/10/16 19:0508/10/16 08:35
EPA 6020B 21.5 ug/L1Zinc10.0 6080257EPA 3005A 1.30 7440-66-6 08/10/16 19:0508/10/16 08:35
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1Acetone100 6080072EPA 5030B 4.9 67-64-1 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L1Acrylonitrile200 6080072EPA 5030B 1.8 107-13-1 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L1Benzene1.0 6080072EPA 5030B 0.2 71-43-2 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L1Bromochloromethane3.0 6080072EPA 5030B 0.7 74-97-5 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L1Bromodichloromethane1.0 6080072EPA 5030B 0.6 75-27-4 08/02/16 15:4808/02/16 07:00
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-SW4
Surface Water
AZG0874-15 AZG087407/28/16 15:36
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1Bromoform3.0 6080072EPA 5030B 0.7 75-25-2 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L1Bromomethane10 6080072EPA 5030B 0.8 74-83-9 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L1Carbon Disulfide 100 6080072EPA 5030B 0.6 75-15-0 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L1Carbon Tetrachloride 1.0 6080072EPA 5030B 0.6 56-23-5 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L1Chlorobenzene3.0 6080072EPA 5030B 0.4 108-90-7 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L1Chloroethane10 6080072EPA 5030B 0.4 75-00-3 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L1Chloroform5.0 6080072EPA 5030B 0.3 67-66-3 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L1Chloromethane1.0 6080072EPA 5030B 0.4 74-87-3 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L1Dibromochloromethane3.0 6080072EPA 5030B 0.7 124-48-1 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L11,2-Dibromo-3-chloropropane 13 6080072EPA 5030B 2.0 96-12-8 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L11,2-Dibromoethane 1.0 6080072EPA 5030B 0.7 106-93-4 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L1Dibromomethane10 6080072EPA 5030B 0.7 74-95-3 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L11,2-Dichlorobenzene 5.0 6080072EPA 5030B 0.5 95-50-1 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L11,4-Dichlorobenzene 1.0 6080072EPA 5030B 0.3 106-46-7 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L1trans-1,4-Dichloro-2-butene 100 6080072EPA 5030B 1.5 110-57-6 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L11,1-Dichloroethane 5.0 6080072EPA 5030B 0.4 75-34-3 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L11,2-Dichloroethane 1.0 6080072EPA 5030B 0.3 107-06-2 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L11,1-Dichloroethene 5.0 6080072EPA 5030B 0.5 75-35-4 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L1cis-1,2-Dichloroethene 5.0 6080072EPA 5030B 0.5 156-59-2 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L1trans-1,2-Dichloroethene 5.0 6080072EPA 5030B 0.4 156-60-5 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L11,2-Dichloropropane 1.0 6080072EPA 5030B 0.5 78-87-5 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L1cis-1,3-Dichloropropene 1.0 6080072EPA 5030B 0.4 10061-01-5 08/02/16 15:4808/02/16 07:00
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-SW4
Surface Water
AZG0874-15 AZG087407/28/16 15:36
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1trans-1,3-Dichloropropene 1.0 6080072EPA 5030B 0.4 10061-02-6 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L1Ethylbenzene1.0 6080072EPA 5030B 0.2 100-41-4 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L1Iodomethane10 6080072EPA 5030B 0.6 74-88-4 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L1Methyl Butyl Ketone (2-Hexanone)50 6080072EPA 5030B 0.9 591-78-6 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L1Methylene Chloride 1.0 6080072EPA 5030B 0.5 75-09-2 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L1Methyl Ethyl Ketone
(2-Butanone)100 6080072EPA 5030B 1.1 78-93-3 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L14-Methyl-2-pentanone (MIBK)100 6080072EPA 5030B 1.7 108-10-1 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L1Styrene1.0 6080072EPA 5030B 0.4 100-42-5 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L11,1,1,2-Tetrachloroethane 5.0 6080072EPA 5030B 0.6 630-20-6 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L11,1,2,2-Tetrachloroethane 3.0 6080072EPA 5030B 0.5 79-34-5 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L1Tetrachloroethene1.0 6080072EPA 5030B 0.4 127-18-4 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L1Toluene1.0 6080072EPA 5030B 0.3 108-88-3 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L11,1,1-Trichloroethane 1.0 6080072EPA 5030B 0.4 71-55-6 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L11,1,2-Trichloroethane 1.0 6080072EPA 5030B 0.8 79-00-5 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L1Trichloroethene1.0 6080072EPA 5030B 0.4 79-01-6 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L1Trichlorofluoromethane1.0 6080072EPA 5030B 0.5 75-69-4 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L11,2,3-Trichloropropane 1.0 6080072EPA 5030B 0.7 96-18-4 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L1Vinyl Acetate 50 6080072EPA 5030B 0.8 108-05-4 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L1Vinyl Chloride 1.0 6080072EPA 5030B 0.7 75-01-4 08/02/16 15:4808/02/16 07:00
NDEPA 8260B ug/L1Xylenes, total 5.0 6080072EPA 5030B 0.4 1330-20-7 08/02/16 15:4808/02/16 07:00
EPA 8260B 105 %Surr: Dibromofluoromethane 6080072EPA 5030B 1868-53-7 08/02/16 15:4808/02/16 07:0080-120
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-SW4
Surface Water
AZG0874-15 AZG087407/28/16 15:36
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
EPA 8260B 110 %Surr: 1,2-Dichloroethane-d4 6080072EPA 5030B 17060-07-0 08/02/16 15:4808/02/16 07:0078-120
EPA 8260B 103 %Surr: Toluene-d8 6080072EPA 5030B 2037-26-5 08/02/16 15:4808/02/16 07:0080-120
EPA 8260B 101 %Surr: 4-Bromofluorobenzene 6080072EPA 5030B 460-00-4 08/02/16 15:4808/02/16 07:0080-120
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-Field Blank
Water
AZG0874-16 AZG087407/28/16 15:40
Project:Foothills Environmental Landfill
07/29/16 08:55
Metals, Total
EPA 6020B 0.28 ug/L1Antimony6.00 B-01, J 6080257EPA 3005A 0.25 7440-36-0 08/10/16 19:2208/10/16 08:35
NDEPA 6020B ug/L1Arsenic10.0 6080257EPA 3005A 0.75 7440-38-2 08/10/16 19:2208/10/16 08:35
EPA 6020B 0.59 ug/L1Barium100 J 6080257EPA 3005A 0.30 7440-39-3 08/10/16 19:2208/10/16 08:35
NDEPA 6020B ug/L1Beryllium1.00 6080257EPA 3005A 0.09 7440-41-7 08/10/16 19:2208/10/16 08:35
NDEPA 6020B ug/L1Cadmium1.00 6080257EPA 3005A 0.10 7440-43-9 08/10/16 19:2208/10/16 08:35
NDEPA 6020B ug/L1Chromium10.0 6080257EPA 3005A 0.43 7440-47-3 08/10/16 19:2208/10/16 08:35
NDEPA 6020B ug/L1Cobalt10.0 6080257EPA 3005A 0.29 7440-48-4 08/10/16 19:2208/10/16 08:35
EPA 6020B 1.60 ug/L1Copper10.0 J 6080257EPA 3005A 0.41 7440-50-8 08/10/16 19:2208/10/16 08:35
NDEPA 6020B ug/L1Lead10.0 6080257EPA 3005A 0.08 7439-92-1 08/10/16 19:2208/10/16 08:35
NDEPA 6020B ug/L1Nickel50.0 6080257EPA 3005A 0.48 7440-02-0 08/10/16 19:2208/10/16 08:35
NDEPA 6020B ug/L1Selenium10.0 6080257EPA 3005A 0.85 7782-49-2 08/10/16 19:2208/10/16 08:35
NDEPA 6020B ug/L1Silver10.0 6080257EPA 3005A 0.22 7440-22-4 08/10/16 19:2208/10/16 08:35
NDEPA 6020B ug/L1Thallium5.50 6080257EPA 3005A 0.06 7440-28-0 08/10/16 19:2208/10/16 08:35
NDEPA 6020B ug/L1Vanadium25.0 6080257EPA 3005A 1.57 7440-62-2 08/10/16 19:2208/10/16 08:35
NDEPA 6020B ug/L1Zinc10.0 6080257EPA 3005A 1.30 7440-66-6 08/10/16 19:2208/10/16 08:35
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1Acetone100 6080072EPA 5030B 4.9 67-64-1 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L1Acrylonitrile200 6080072EPA 5030B 1.8 107-13-1 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L1Benzene1.0 6080072EPA 5030B 0.2 71-43-2 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L1Bromochloromethane3.0 6080072EPA 5030B 0.7 74-97-5 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L1Bromodichloromethane1.0 6080072EPA 5030B 0.6 75-27-4 08/02/16 16:1308/02/16 07:00
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-Field Blank
Water
AZG0874-16 AZG087407/28/16 15:40
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1Bromoform3.0 6080072EPA 5030B 0.7 75-25-2 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L1Bromomethane10 6080072EPA 5030B 0.8 74-83-9 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L1Carbon Disulfide 100 6080072EPA 5030B 0.6 75-15-0 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L1Carbon Tetrachloride 1.0 6080072EPA 5030B 0.6 56-23-5 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L1Chlorobenzene3.0 6080072EPA 5030B 0.4 108-90-7 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L1Chloroethane10 6080072EPA 5030B 0.4 75-00-3 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L1Chloroform5.0 6080072EPA 5030B 0.3 67-66-3 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L1Chloromethane1.0 6080072EPA 5030B 0.4 74-87-3 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L1Dibromochloromethane3.0 6080072EPA 5030B 0.7 124-48-1 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L11,2-Dibromo-3-chloropropane 13 6080072EPA 5030B 2.0 96-12-8 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L11,2-Dibromoethane 1.0 6080072EPA 5030B 0.7 106-93-4 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L1Dibromomethane10 6080072EPA 5030B 0.7 74-95-3 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L11,2-Dichlorobenzene 5.0 6080072EPA 5030B 0.5 95-50-1 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L11,4-Dichlorobenzene 1.0 6080072EPA 5030B 0.3 106-46-7 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L1trans-1,4-Dichloro-2-butene 100 6080072EPA 5030B 1.5 110-57-6 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L11,1-Dichloroethane 5.0 6080072EPA 5030B 0.4 75-34-3 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L11,2-Dichloroethane 1.0 6080072EPA 5030B 0.3 107-06-2 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L11,1-Dichloroethene 5.0 6080072EPA 5030B 0.5 75-35-4 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L1cis-1,2-Dichloroethene 5.0 6080072EPA 5030B 0.5 156-59-2 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L1trans-1,2-Dichloroethene 5.0 6080072EPA 5030B 0.4 156-60-5 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L11,2-Dichloropropane 1.0 6080072EPA 5030B 0.5 78-87-5 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L1cis-1,3-Dichloropropene 1.0 6080072EPA 5030B 0.4 10061-01-5 08/02/16 16:1308/02/16 07:00
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-Field Blank
Water
AZG0874-16 AZG087407/28/16 15:40
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1trans-1,3-Dichloropropene 1.0 6080072EPA 5030B 0.4 10061-02-6 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L1Ethylbenzene1.0 6080072EPA 5030B 0.2 100-41-4 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L1Iodomethane10 6080072EPA 5030B 0.6 74-88-4 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L1Methyl Butyl Ketone (2-Hexanone)50 6080072EPA 5030B 0.9 591-78-6 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L1Methylene Chloride 1.0 6080072EPA 5030B 0.5 75-09-2 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L1Methyl Ethyl Ketone
(2-Butanone)100 6080072EPA 5030B 1.1 78-93-3 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L14-Methyl-2-pentanone (MIBK)100 6080072EPA 5030B 1.7 108-10-1 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L1Styrene1.0 6080072EPA 5030B 0.4 100-42-5 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L11,1,1,2-Tetrachloroethane 5.0 6080072EPA 5030B 0.6 630-20-6 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L11,1,2,2-Tetrachloroethane 3.0 6080072EPA 5030B 0.5 79-34-5 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L1Tetrachloroethene1.0 6080072EPA 5030B 0.4 127-18-4 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L1Toluene1.0 6080072EPA 5030B 0.3 108-88-3 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L11,1,1-Trichloroethane 1.0 6080072EPA 5030B 0.4 71-55-6 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L11,1,2-Trichloroethane 1.0 6080072EPA 5030B 0.8 79-00-5 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L1Trichloroethene1.0 6080072EPA 5030B 0.4 79-01-6 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L1Trichlorofluoromethane1.0 6080072EPA 5030B 0.5 75-69-4 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L11,2,3-Trichloropropane 1.0 6080072EPA 5030B 0.7 96-18-4 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L1Vinyl Acetate 50 6080072EPA 5030B 0.8 108-05-4 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L1Vinyl Chloride 1.0 6080072EPA 5030B 0.7 75-01-4 08/02/16 16:1308/02/16 07:00
NDEPA 8260B ug/L1Xylenes, total 5.0 6080072EPA 5030B 0.4 1330-20-7 08/02/16 16:1308/02/16 07:00
EPA 8260B 103 %Surr: Dibromofluoromethane 6080072EPA 5030B 1868-53-7 08/02/16 16:1308/02/16 07:0080-120
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-Field Blank
Water
AZG0874-16 AZG087407/28/16 15:40
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
EPA 8260B 107 %Surr: 1,2-Dichloroethane-d4 6080072EPA 5030B 17060-07-0 08/02/16 16:1308/02/16 07:0078-120
EPA 8260B 104 %Surr: Toluene-d8 6080072EPA 5030B 2037-26-5 08/02/16 16:1308/02/16 07:0080-120
EPA 8260B 98 %Surr: 4-Bromofluorobenzene 6080072EPA 5030B 460-00-4 08/02/16 16:1308/02/16 07:0080-120
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-Trip Blank
Water
AZG0874-17 AZG087407/26/16 08:00
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1Acetone100 6080072EPA 5030B 4.9 67-64-1 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L1Acrylonitrile200 6080072EPA 5030B 1.8 107-13-1 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L1Benzene1.0 6080072EPA 5030B 0.2 71-43-2 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L1Bromochloromethane3.0 6080072EPA 5030B 0.7 74-97-5 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L1Bromodichloromethane1.0 6080072EPA 5030B 0.6 75-27-4 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L1Bromoform3.0 6080072EPA 5030B 0.7 75-25-2 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L1Bromomethane10 6080072EPA 5030B 0.8 74-83-9 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L1Carbon Disulfide 100 6080072EPA 5030B 0.6 75-15-0 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L1Carbon Tetrachloride 1.0 6080072EPA 5030B 0.6 56-23-5 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L1Chlorobenzene3.0 6080072EPA 5030B 0.4 108-90-7 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L1Chloroethane10 6080072EPA 5030B 0.4 75-00-3 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L1Chloroform5.0 6080072EPA 5030B 0.3 67-66-3 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L1Chloromethane1.0 6080072EPA 5030B 0.4 74-87-3 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L1Dibromochloromethane3.0 6080072EPA 5030B 0.7 124-48-1 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L11,2-Dibromo-3-chloropropane 13 6080072EPA 5030B 2.0 96-12-8 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L11,2-Dibromoethane 1.0 6080072EPA 5030B 0.7 106-93-4 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L1Dibromomethane10 6080072EPA 5030B 0.7 74-95-3 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L11,2-Dichlorobenzene 5.0 6080072EPA 5030B 0.5 95-50-1 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L11,4-Dichlorobenzene 1.0 6080072EPA 5030B 0.3 106-46-7 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L1trans-1,4-Dichloro-2-butene 100 6080072EPA 5030B 1.5 110-57-6 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L11,1-Dichloroethane 5.0 6080072EPA 5030B 0.4 75-34-3 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L11,2-Dichloroethane 1.0 6080072EPA 5030B 0.3 107-06-2 08/02/16 16:3808/02/16 07:00
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-Trip Blank
Water
AZG0874-17 AZG087407/26/16 08:00
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L11,1-Dichloroethene 5.0 6080072EPA 5030B 0.5 75-35-4 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L1cis-1,2-Dichloroethene 5.0 6080072EPA 5030B 0.5 156-59-2 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L1trans-1,2-Dichloroethene 5.0 6080072EPA 5030B 0.4 156-60-5 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L11,2-Dichloropropane 1.0 6080072EPA 5030B 0.5 78-87-5 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L1cis-1,3-Dichloropropene 1.0 6080072EPA 5030B 0.4 10061-01-5 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L1trans-1,3-Dichloropropene 1.0 6080072EPA 5030B 0.4 10061-02-6 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L1Ethylbenzene1.0 6080072EPA 5030B 0.2 100-41-4 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L1Iodomethane10 6080072EPA 5030B 0.6 74-88-4 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L1Methyl Butyl Ketone (2-Hexanone)50 6080072EPA 5030B 0.9 591-78-6 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L1Methylene Chloride 1.0 6080072EPA 5030B 0.5 75-09-2 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L1Methyl Ethyl Ketone
(2-Butanone)100 6080072EPA 5030B 1.1 78-93-3 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L14-Methyl-2-pentanone (MIBK)100 6080072EPA 5030B 1.7 108-10-1 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L1Styrene1.0 6080072EPA 5030B 0.4 100-42-5 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L11,1,1,2-Tetrachloroethane 5.0 6080072EPA 5030B 0.6 630-20-6 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L11,1,2,2-Tetrachloroethane 3.0 6080072EPA 5030B 0.5 79-34-5 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L1Tetrachloroethene1.0 6080072EPA 5030B 0.4 127-18-4 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L1Toluene1.0 6080072EPA 5030B 0.3 108-88-3 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L11,1,1-Trichloroethane 1.0 6080072EPA 5030B 0.4 71-55-6 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L11,1,2-Trichloroethane 1.0 6080072EPA 5030B 0.8 79-00-5 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L1Trichloroethene1.0 6080072EPA 5030B 0.4 79-01-6 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L1Trichlorofluoromethane1.0 6080072EPA 5030B 0.5 75-69-4 08/02/16 16:3808/02/16 07:00
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-Trip Blank
Water
AZG0874-17 AZG087407/26/16 08:00
Project:Foothills Environmental Landfill
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L11,2,3-Trichloropropane 1.0 6080072EPA 5030B 0.7 96-18-4 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L1Vinyl Acetate 50 6080072EPA 5030B 0.8 108-05-4 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L1Vinyl Chloride 1.0 6080072EPA 5030B 0.7 75-01-4 08/02/16 16:3808/02/16 07:00
NDEPA 8260B ug/L1Xylenes, total 5.0 6080072EPA 5030B 0.4 1330-20-7 08/02/16 16:3808/02/16 07:00
EPA 8260B 106 %Surr: Dibromofluoromethane 6080072EPA 5030B 1868-53-7 08/02/16 16:3808/02/16 07:0080-120
EPA 8260B 108 %Surr: 1,2-Dichloroethane-d4 6080072EPA 5030B 17060-07-0 08/02/16 16:3808/02/16 07:0078-120
EPA 8260B 104 %Surr: Toluene-d8 6080072EPA 5030B 2037-26-5 08/02/16 16:3808/02/16 07:0080-120
EPA 8260B 100 %Surr: 4-Bromofluorobenzene 6080072EPA 5030B 460-00-4 08/02/16 16:3808/02/16 07:0080-120
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
Result LimitReporting
Units LevelSpike ResultSource %REC %RECLimits RPD RPDLimit Qual Analyte
Metals, Total - Quality Control
Batch 6080257 - EPA 3005A
Blank (6080257-BLK1)Prepared & Analyzed: 08/10/16
Antimony ug/L0.34 6.00 J
Arsenic ug/LND10.0
Barium ug/LND100
Beryllium ug/LND1.00
Cadmium ug/LND1.00
Chromium ug/LND10.0
Cobalt ug/LND10.0
Copper ug/LND10.0
Lead ug/LND10.0
Nickel ug/LND50.0
Selenium ug/LND10.0
Silver ug/LND10.0
Thallium ug/LND5.50
Vanadium ug/LND25.0
Zinc ug/LND10.0
LCS (6080257-BS1)Prepared & Analyzed: 08/10/16
Antimony ug/L1086.00 100.00 80-120108
Arsenic ug/L99.9 10.0 100.00 80-120100
Barium ug/L96.4 100 100.00 J80-12096
Beryllium ug/L92.5 1.00 100.00 80-12092
Cadmium ug/L97.3 1.00 100.00 80-12097
Chromium ug/L10810.0 100.00 80-120108
Cobalt ug/L10110.0 100.00 80-120101
Copper ug/L10310.0 100.00 80-120103
Lead ug/L94.3 10.0 100.00 80-12094
Nickel ug/L10450.0 100.00 80-120104
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
Result LimitReporting
Units LevelSpike ResultSource %REC %RECLimits RPD RPDLimit Qual Analyte
Metals, Total - Quality Control
Batch 6080257 - EPA 3005A
LCS (6080257-BS1)Prepared & Analyzed: 08/10/16
Selenium ug/L97.5 10.0 100.00 80-12097
Silver ug/L10210.0 100.00 80-120102
Thallium ug/L94.5 5.50 100.00 80-12094
Vanadium ug/L10525.0 100.00 80-120105
Zinc ug/L10810.0 100.00 80-120108
Matrix Spike (6080257-MS1)Prepared & Analyzed: 08/10/16 Source: AZG0874-03
Antimony ug/L1116.00 100.00 0.35 75-125110
Arsenic ug/L98.1 10.0 100.00 ND 75-12598
Barium ug/L109100 100.00 10.5 75-12598
Beryllium ug/L89.5 1.00 100.00 ND 75-12589
Cadmium ug/L1011.00 100.00 ND 75-125101
Chromium ug/L10310.0 100.00 ND 75-125103
Cobalt ug/L10010.0 100.00 ND 75-125100
Copper ug/L10010.0 100.00 ND 75-125100
Lead ug/L94.5 10.0 100.00 ND 75-12595
Nickel ug/L98.0 50.0 100.00 ND 75-12598
Selenium ug/L97.1 10.0 100.00 ND 75-12597
Silver ug/L99.2 10.0 100.00 ND 75-12599
Thallium ug/L94.6 5.50 100.00 ND 75-12595
Vanadium ug/L10425.0 100.00 ND 75-125104
Zinc ug/L10810.0 100.00 1.62 75-125107
Matrix Spike Dup (6080257-MSD1)Prepared & Analyzed: 08/10/16 Source: AZG0874-03
Antimony ug/L1096.00 100.00 0.35 2075-125109 1
Arsenic ug/L10110.0 100.00 ND 2075-125101 3
Barium ug/L109100 100.00 10.5 2075-12598 0.06
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
Result LimitReporting
Units LevelSpike ResultSource %REC %RECLimits RPD RPDLimit Qual Analyte
Metals, Total - Quality Control
Batch 6080257 - EPA 3005A
Matrix Spike Dup (6080257-MSD1)Prepared & Analyzed: 08/10/16 Source: AZG0874-03
Beryllium ug/L93.7 1.00 100.00 ND 2075-12594 5
Cadmium ug/L98.7 1.00 100.00 ND 2075-12599 2
Chromium ug/L10610.0 100.00 ND 2075-125106 4
Cobalt ug/L10310.0 100.00 ND 2075-125103 3
Copper ug/L10510.0 100.00 ND 2075-125105 4
Lead ug/L95.1 10.0 100.00 ND 2075-12595 0.6
Nickel ug/L10550.0 100.00 ND 2075-125105 7
Selenium ug/L10210.0 100.00 ND 2075-125102 5
Silver ug/L99.1 10.0 100.00 ND 2075-12599 0.1
Thallium ug/L96.0 5.50 100.00 ND 2075-12596 1
Vanadium ug/L10325.0 100.00 ND 2075-125103 0.7
Zinc ug/L11110.0 100.00 1.62 2075-125109 3
Post Spike (6080257-PS1)Prepared & Analyzed: 08/10/16 Source: AZG0874-03
Antimony ug/L98.5 100.00 0.35 80-12098
Arsenic ug/L99.0 100.00 -0.08 80-12099
Barium ug/L106 100.00 10.5 80-12096
Beryllium ug/L93.7 100.00 0.01 80-12094
Cadmium ug/L98.7 100.00 -0.007 80-12099
Chromium ug/L105 100.00 0.40 80-120105
Cobalt ug/L100 100.00 0.10 80-120100
Copper ug/L98.5 100.00 0.17 80-12098
Lead ug/L90.9 100.00 -0.005 80-12091
Nickel ug/L104 100.00 0.36 80-120104
Selenium ug/L98.4 100.00 0.06 80-12098
Silver ug/L101 100.00 0.01 80-120101
Thallium ug/L92.3 100.00 0.02 80-12092
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
Result LimitReporting
Units LevelSpike ResultSource %REC %RECLimits RPD RPDLimit Qual Analyte
Metals, Total - Quality Control
Batch 6080257 - EPA 3005A
Post Spike (6080257-PS1)Prepared & Analyzed: 08/10/16 Source: AZG0874-03
Vanadium ug/L104 100.00 0.52 80-120103
Zinc ug/L107 100.00 1.62 80-120106
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
Result LimitReporting
Units LevelSpike ResultSource %REC %RECLimits RPD RPDLimit Qual Analyte
Volatile Organic Compounds by EPA 8260 - Quality Control
Batch 6080039 - EPA 5030B
Blank (6080039-BLK1)Prepared & Analyzed: 08/01/16
Acetone ug/LND100
Acrylonitrile ug/LND200
Benzene ug/LND1.0
Bromochloromethane ug/LND3.0
Bromodichloromethane ug/LND1.0
Bromoform ug/LND3.0
Bromomethane ug/LND10
Carbon Disulfide ug/LND100
Carbon Tetrachloride ug/LND1.0
Chlorobenzene ug/LND3.0
Chloroethane ug/LND10
Chloroform ug/LND5.0
Chloromethane ug/LND1.0
Dibromochloromethane ug/LND3.0
1,2-Dibromo-3-chloropropane ug/LND13
1,2-Dibromoethane ug/LND1.0
Dibromomethane ug/LND10
1,2-Dichlorobenzene ug/LND5.0
1,4-Dichlorobenzene ug/LND1.0
trans-1,4-Dichloro-2-butene ug/LND100
1,1-Dichloroethane ug/LND5.0
1,2-Dichloroethane ug/LND1.0
1,1-Dichloroethene ug/LND5.0
cis-1,2-Dichloroethene ug/LND5.0
trans-1,2-Dichloroethene ug/LND5.0
1,2-Dichloropropane ug/LND1.0
cis-1,3-Dichloropropene ug/LND1.0
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
Result LimitReporting
Units LevelSpike ResultSource %REC %RECLimits RPD RPDLimit Qual Analyte
Volatile Organic Compounds by EPA 8260 - Quality Control
Batch 6080039 - EPA 5030B
Blank (6080039-BLK1)Prepared & Analyzed: 08/01/16
trans-1,3-Dichloropropene ug/LND1.0
Ethylbenzene ug/LND1.0
Iodomethane ug/LND10
Methyl Butyl Ketone (2-Hexanone)ug/LND50
Methylene Chloride ug/LND1.0
Methyl Ethyl Ketone (2-Butanone)ug/LND100
4-Methyl-2-pentanone (MIBK)ug/LND100
Styrene ug/LND1.0
1,1,1,2-Tetrachloroethane ug/LND5.0
1,1,2,2-Tetrachloroethane ug/LND3.0
Tetrachloroethene ug/LND1.0
Toluene ug/LND1.0
1,1,1-Trichloroethane ug/LND1.0
1,1,2-Trichloroethane ug/LND1.0
Trichloroethene ug/LND1.0
Trichlorofluoromethane ug/LND1.0
1,2,3-Trichloropropane ug/LND1.0
Vinyl Acetate ug/LND50
Vinyl Chloride ug/LND1.0
Xylenes, total ug/LND5.0
ug/L 50.000 80-120Surr: Dibromofluoromethane 10351
ug/L 50.000 78-120Surr: 1,2-Dichloroethane-d4 10653
ug/L 50.000 80-120Surr: Toluene-d8 10653
ug/L 50.000 80-120Surr: 4-Bromofluorobenzene 10150
LCS (6080039-BS1)Prepared & Analyzed: 08/01/16
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
Result LimitReporting
Units LevelSpike ResultSource %REC %RECLimits RPD RPDLimit Qual Analyte
Volatile Organic Compounds by EPA 8260 - Quality Control
Batch 6080039 - EPA 5030B
LCS (6080039-BS1)Prepared & Analyzed: 08/01/16
Benzene ug/L46 50.000 67-13492
Chlorobenzene ug/L50 50.000 69-122100
1,1-Dichloroethene ug/L54 50.000 58-142108
Toluene ug/L46 50.000 68-12793
Trichloroethene ug/L50 50.000 72-132100
ug/L 50.000 80-120Surr: Dibromofluoromethane 10452
ug/L 50.000 78-120Surr: 1,2-Dichloroethane-d4 10251
ug/L 50.000 80-120Surr: Toluene-d8 10552
ug/L 50.000 80-120Surr: 4-Bromofluorobenzene 9949
Matrix Spike (6080039-MS1)Prepared & Analyzed: 08/01/16 Source: AZG0874-03
Benzene ug/L45 50.000 ND 67-13489
Chlorobenzene ug/L47 50.000 ND 69-12295
1,1-Dichloroethene ug/L52 50.000 ND 58-142104
Toluene ug/L46 50.000 ND 68-12792
Trichloroethene ug/L47 50.000 ND 72-13295
ug/L 50.000 80-120Surr: Dibromofluoromethane 10955
ug/L 50.000 78-120Surr: 1,2-Dichloroethane-d4 10653
ug/L 50.000 80-120Surr: Toluene-d8 10452
ug/L 50.000 80-120Surr: 4-Bromofluorobenzene 9849
Matrix Spike Dup (6080039-MSD1)Prepared & Analyzed: 08/01/16 Source: AZG0874-03
Benzene ug/L44 50.000 ND 967-13488 1
Chlorobenzene ug/L46 50.000 ND 1369-12293 2
1,1-Dichloroethene ug/L50 50.000 ND 958-142100 4
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
Result LimitReporting
Units LevelSpike ResultSource %REC %RECLimits RPD RPDLimit Qual Analyte
Volatile Organic Compounds by EPA 8260 - Quality Control
Batch 6080039 - EPA 5030B
Matrix Spike Dup (6080039-MSD1)Prepared & Analyzed: 08/01/16 Source: AZG0874-03
Toluene ug/L45 50.000 ND 968-12789 3
Trichloroethene ug/L46 50.000 ND 1172-13292 4
ug/L 50.000 80-120Surr: Dibromofluoromethane 11155
ug/L 50.000 78-120Surr: 1,2-Dichloroethane-d4 10452
ug/L 50.000 80-120Surr: Toluene-d8 10452
ug/L 50.000 80-120Surr: 4-Bromofluorobenzene 9849
Batch 6080072 - EPA 5030B
Blank (6080072-BLK1)Prepared & Analyzed: 08/02/16
Acetone ug/LND100
Acrylonitrile ug/LND200Benzeneug/LND1.0
Bromochloromethane ug/LND3.0
Bromodichloromethane ug/LND1.0
Bromoform ug/LND3.0
Bromomethane ug/LND10
Carbon Disulfide ug/LND100
Carbon Tetrachloride ug/LND1.0
Chlorobenzene ug/LND3.0Chloroethane ug/LND10
Chloroform ug/L1.0 5.0 J
Chloromethane ug/LND1.0
Dibromochloromethane ug/LND3.0
1,2-Dibromo-3-chloropropane ug/LND13
1,2-Dibromoethane ug/LND1.0
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
Result LimitReporting
Units LevelSpike ResultSource %REC %RECLimits RPD RPDLimit Qual Analyte
Volatile Organic Compounds by EPA 8260 - Quality Control
Batch 6080072 - EPA 5030B
Blank (6080072-BLK1)Prepared & Analyzed: 08/02/16
Dibromomethane ug/LND10
1,2-Dichlorobenzene ug/LND5.0
1,4-Dichlorobenzene ug/LND1.0
trans-1,4-Dichloro-2-butene ug/LND100
1,1-Dichloroethane ug/LND5.0
1,2-Dichloroethane ug/LND1.0
1,1-Dichloroethene ug/LND5.0
cis-1,2-Dichloroethene ug/LND5.0
trans-1,2-Dichloroethene ug/LND5.0
1,2-Dichloropropane ug/LND1.0
cis-1,3-Dichloropropene ug/LND1.0
trans-1,3-Dichloropropene ug/LND1.0
Ethylbenzene ug/LND1.0
Iodomethane ug/LND10
Methyl Butyl Ketone (2-Hexanone)ug/LND50
Methylene Chloride ug/LND1.0
Methyl Ethyl Ketone (2-Butanone)ug/LND100
4-Methyl-2-pentanone (MIBK)ug/LND100
Styrene ug/LND1.0
1,1,1,2-Tetrachloroethane ug/LND5.0
1,1,2,2-Tetrachloroethane ug/LND3.0
Tetrachloroethene ug/LND1.0
Toluene ug/LND1.0
1,1,1-Trichloroethane ug/LND1.0
1,1,2-Trichloroethane ug/LND1.0
Trichloroethene ug/LND1.0
Trichlorofluoromethane ug/LND1.0
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
Result LimitReporting
Units LevelSpike ResultSource %REC %RECLimits RPD RPDLimit Qual Analyte
Volatile Organic Compounds by EPA 8260 - Quality Control
Batch 6080072 - EPA 5030B
Blank (6080072-BLK1)Prepared & Analyzed: 08/02/16
1,2,3-Trichloropropane ug/LND1.0
Vinyl Acetate ug/LND50
Vinyl Chloride ug/LND1.0
Xylenes, total ug/LND5.0
ug/L 50.000 80-120Surr: Dibromofluoromethane 10351
ug/L 50.000 78-120Surr: 1,2-Dichloroethane-d4 10553
ug/L 50.000 80-120Surr: Toluene-d8 10452
ug/L 50.000 80-120Surr: 4-Bromofluorobenzene 10150
Blank (6080072-BLK2)Prepared & Analyzed: 08/03/16
Acetone ug/LND100
Acrylonitrile ug/LND200
Benzene ug/LND1.0
Bromochloromethane ug/LND3.0
Bromodichloromethane ug/LND1.0
Bromoform ug/LND3.0
Bromomethane ug/LND10
Carbon Disulfide ug/LND100
Carbon Tetrachloride ug/LND1.0
Chlorobenzene ug/LND3.0
Chloroethane ug/LND10
Chloroform ug/L0.7 5.0 J
Chloromethane ug/LND1.0
Dibromochloromethane ug/LND3.0
1,2-Dibromo-3-chloropropane ug/LND13
1,2-Dibromoethane ug/LND1.0
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
Result LimitReporting
Units LevelSpike ResultSource %REC %RECLimits RPD RPDLimit Qual Analyte
Volatile Organic Compounds by EPA 8260 - Quality Control
Batch 6080072 - EPA 5030B
Blank (6080072-BLK2)Prepared & Analyzed: 08/03/16
Dibromomethane ug/LND10
1,2-Dichlorobenzene ug/LND5.0
1,4-Dichlorobenzene ug/LND1.0
trans-1,4-Dichloro-2-butene ug/LND100
1,1-Dichloroethane ug/LND5.0
1,2-Dichloroethane ug/LND1.0
1,1-Dichloroethene ug/LND5.0
cis-1,2-Dichloroethene ug/LND5.0
trans-1,2-Dichloroethene ug/LND5.0
1,2-Dichloropropane ug/LND1.0
cis-1,3-Dichloropropene ug/LND1.0
trans-1,3-Dichloropropene ug/LND1.0
Ethylbenzene ug/LND1.0
Iodomethane ug/LND10
Methyl Butyl Ketone (2-Hexanone)ug/LND50
Methylene Chloride ug/LND1.0
Methyl Ethyl Ketone (2-Butanone)ug/LND100
4-Methyl-2-pentanone (MIBK)ug/LND100
Styrene ug/LND1.0
1,1,1,2-Tetrachloroethane ug/LND5.0
1,1,2,2-Tetrachloroethane ug/LND3.0
Tetrachloroethene ug/LND1.0
Toluene ug/LND1.0
1,1,1-Trichloroethane ug/LND1.0
1,1,2-Trichloroethane ug/LND1.0
Trichloroethene ug/LND1.0
Trichlorofluoromethane ug/LND1.0
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
Result LimitReporting
Units LevelSpike ResultSource %REC %RECLimits RPD RPDLimit Qual Analyte
Volatile Organic Compounds by EPA 8260 - Quality Control
Batch 6080072 - EPA 5030B
Blank (6080072-BLK2)Prepared & Analyzed: 08/03/16
1,2,3-Trichloropropane ug/LND1.0
Vinyl Acetate ug/LND50
Vinyl Chloride ug/LND1.0
Xylenes, total ug/LND5.0
ug/L 50.000 80-120Surr: Dibromofluoromethane 10251
ug/L 50.000 78-120Surr: 1,2-Dichloroethane-d4 10351
ug/L 50.000 80-120Surr: Toluene-d8 10452
ug/L 50.000 80-120Surr: 4-Bromofluorobenzene 10351
LCS (6080072-BS1)Prepared & Analyzed: 08/02/16
Benzene ug/L45 50.000 67-13489
Chlorobenzene ug/L48 50.000 69-12297
1,1-Dichloroethene ug/L51 50.000 58-142102
Toluene ug/L45 50.000 68-12790
Trichloroethene ug/L49 50.000 72-13297
ug/L 50.000 80-120Surr: Dibromofluoromethane 10251
ug/L 50.000 78-120Surr: 1,2-Dichloroethane-d4 10151
ug/L 50.000 80-120Surr: Toluene-d8 10452
ug/L 50.000 80-120Surr: 4-Bromofluorobenzene 9949
Matrix Spike (6080072-MS1)Prepared & Analyzed: 08/03/16 Source: AZG0874-15
Benzene ug/L47 50.000 ND 67-13494
Chlorobenzene ug/L49 50.000 ND 69-12299
1,1-Dichloroethene ug/L55 50.000 ND 58-142111
Toluene ug/L47 50.000 ND 68-12793
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
Result LimitReporting
Units LevelSpike ResultSource %REC %RECLimits RPD RPDLimit Qual Analyte
Volatile Organic Compounds by EPA 8260 - Quality Control
Batch 6080072 - EPA 5030B
Matrix Spike (6080072-MS1)Prepared & Analyzed: 08/03/16 Source: AZG0874-15
Trichloroethene ug/L51 50.000 ND 72-132102
ug/L 50.000 80-120Surr: Dibromofluoromethane 9950
ug/L 50.000 78-120Surr: 1,2-Dichloroethane-d4 10351
ug/L 50.000 80-120Surr: Toluene-d8 10452
ug/L 50.000 80-120Surr: 4-Bromofluorobenzene 9849
Matrix Spike Dup (6080072-MSD1)Prepared & Analyzed: 08/03/16 Source: AZG0874-15
Benzene ug/L45 50.000 ND 967-13490 4
Chlorobenzene ug/L48 50.000 ND 1369-12297 2
1,1-Dichloroethene ug/L53 50.000 ND 958-142107 4
Toluene ug/L45 50.000 ND 968-12790 3
Trichloroethene ug/L50 50.000 ND 1172-132101 1
ug/L 50.000 80-120Surr: Dibromofluoromethane 10150
ug/L 50.000 78-120Surr: 1,2-Dichloroethane-d4 10452
ug/L 50.000 80-120Surr: Toluene-d8 10352
ug/L 50.000 80-120Surr: 4-Bromofluorobenzene 10452
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
Laboratory Certifications
Code Description Number Expires
381North Carolina 12/31/2016NC
E87315FL DOH (Non-Pot. Water, Solids) Eff:: 07/01/2016 06/30/2017NELAC
98011001South Carolina 08/30/2016SC
T104704397-08-TXTexas 03/31/2017TX
1340Virginia 12/14/2016VA
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
Legend
Defination of Laboratory Terms
- Not Detected at levels greater than or equal to SWSL/RLND
SWSL/RL
MDL
- NC DENR Solid Waste Section LImit/Reporting Limit (Adjusted for DF/Prep Factor)
- Method Detection Limit
Qualifiers
- Dilution FactorDF
J Estimated value less than Reporting Limit (RL) but greater than Method Detection Limit(MDL) (CLP J-Flag).
B-01 Analyte was detected in the associated method blank at an estimated level equal to or greater than the MDL. Sample values reported as greater than the MDL and less than 10x the method blank value are reported as estimated values.
Note: Unless otherwise noted, all results are reported on an as received basis.
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
COC Goes Here
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
COC Goes Here
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
COC Goes Here
LOG-IN CHECKLIST
Republic Services of North Carolina, LLC
Foothills Environmental LandfillProject:
Client:
Printed: 8/15/2016 5:14:39PM
Environmental Monitoring & Laboratory Analysis
[phone] FAX [phone]
110 Technology Parkway, Peachtree Corners, GA 30092
PACE ANALYTICAL SERVICES, INC.
Date Received:07/29/16 08:55 Logged In By:Charles Hawks
Work Order:AZG0874
OBSERVATIONS
Attn: Mr. Derek Bouchard
#Samples: 17 #Containers: 70
2.0 2.0
YES
Minimum Temp(C):Maximum Temp(C):
CHECKLIST ITEMS
COC included with Samples
Sample Container(s) Intact
Chain of Custody Complete
Sample Container(s) Match COC
Custody seal Intact
Temperature in Compliance
Sufficient Sample Volume for Analysis
Zero Headspace Maintained for VOA Analyses
Samples labeled preserved (If Applicable)
Samples received within Allowable Hold Times
Samples Received on Ice
Preservation Confirmed
NO
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
Custody Seal(s) Used:Yes
The sample MW2R had one VOA vial broken in transit. CFH
Comments:
Page 1 of 1
PACE ANALYTICAL SERVICES, INC.
Environmental Monitoring & Laboratory Analysis
110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
Republic Services of North Carolina, LLC
Project: Foothills Environmental Landfill Leachate
Conover, NC 28613
1220 Commerce Street, SW
Mr. Derek Bouchard
We appreciate the opportunity to provide the analytical support for your project. The analytical results in this report are based upon information supplied by you, the client, and are for your exclusive use. If you have any questions regarding this data package, please do not hesitate to call. Pace Analytical Services, Inc. certifies
that the following analytical results meet all requirements of the National Environmental Laboratory Accreditation Conference(NELAC).All test results relate only to the samples analyzed.
Laboratory Report
Project #:[none]
Prepared For:
Attention:
August 15, 2016
Report Number:AZG0869
Approved:
This report may not be reproduced, except in full, without written approval from Pace Analytical Services, Inc.
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
Sample ID Laboratory ID Matrix Date Sampled
ANALYTICAL REPORT FOR SAMPLES
Date Received
1403-Leachate AZG0869-01 07/28/16 15:04 07/29/16 08:55Water
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/
RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis
Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-Leachate
Water
AZG0869-01 AZG086907/28/16 15:04
Project:Foothills Environmental Landfill Leachate
07/29/16 08:55
General Chemistry
SM 5210 B 124000 ug/L2Biochemical Oxygen Demand 34000 6070671SM 5210 B 2.0 E-10106 08/03/16 08:3007/29/16 10:12
SM 5220 D 1520000 ug/L10Chemical Oxygen Demand 100000 6080201SM 5220 D 100000 E-10117 08/09/16 13:2508/09/16 11:05
SM 4500-P B,E 5930 ug/L1.11Phosphorus-Total 222 6070691SM 4500-P B 0.22 7723-14-0 08/01/16 16:4708/01/16 10:50
Inorganic Anions
EPA 9056A 470 ug/L1Nitrate/Nitrite as N 50 6070688EPA 9056A 50 E-10128 07/30/16 00:1307/29/16 12:09
EPA 9056A 470 ug/L1Nitrate as N 50 6070688EPA 9056A 50 14797-55-8 07/30/16 00:1307/29/16 12:09
NDEPA 9056A ug/L1Nitrite as N 50 6070688EPA 9056A 50 1594-56-5 07/30/16 00:1307/29/16 12:09
NDEPA 9056A ug/L1Sulfate5000 6070688EPA 9056A 5000 14808-79-8 07/30/16 00:1307/29/16 12:09
Metals, Total
EPA 6020B 23.1 ug/L1Antimony6.00 B-01 6080255EPA 3005A 0.25 7440-36-0 08/10/16 22:2608/10/16 08:35
EPA 6020B 35.9 ug/L1Arsenic10.0 6080255EPA 3005A 0.75 7440-38-2 08/10/16 22:2608/10/16 08:35
EPA 6020B 517 ug/L1Barium100 6080255EPA 3005A 0.30 7440-39-3 08/10/16 22:2608/10/16 08:35
NDEPA 6020B ug/L1Beryllium1.00 6080255EPA 3005A 0.09 7440-41-7 08/10/16 22:2608/10/16 08:35
NDEPA 6020B ug/L1Cadmium1.00 6080255EPA 3005A 0.10 7440-43-9 08/10/16 22:2608/10/16 08:35
EPA 6020B 174 ug/L1Chromium10.0 6080255EPA 3005A 0.43 7440-47-3 08/10/16 22:2608/10/16 08:35
EPA 6020B 30.1 ug/L1Cobalt10.0 6080255EPA 3005A 0.29 7440-48-4 08/10/16 22:2608/10/16 08:35
EPA 6020B 221 ug/L1Copper10.0 6080255EPA 3005A 0.41 7440-50-8 08/10/16 22:2608/10/16 08:35
EPA 6020B 36.2 ug/L1Lead10.0 6080255EPA 3005A 0.08 7439-92-1 08/10/16 22:2608/10/16 08:35
EPA 6020B 250 ug/L1Nickel50.0 6080255EPA 3005A 0.48 7440-02-0 08/10/16 22:2608/10/16 08:35
EPA 6020B 3.68 ug/L1Selenium10.0 J 6080255EPA 3005A 0.85 7782-49-2 08/10/16 22:2608/10/16 08:35
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-Leachate
Water
AZG0869-01 AZG086907/28/16 15:04
Project:Foothills Environmental Landfill Leachate
07/29/16 08:55
Metals, Total
EPA 6020B 0.32 ug/L1Silver10.0 J 6080255EPA 3005A 0.22 7440-22-4 08/10/16 22:2608/10/16 08:35
NDEPA 6020B ug/L1Thallium5.50 6080255EPA 3005A 0.06 7440-28-0 08/10/16 22:2608/10/16 08:35
EPA 6020B 83.1 ug/L1Vanadium25.0 6080255EPA 3005A 1.57 7440-62-2 08/10/16 22:2608/10/16 08:35
EPA 6020B 199 ug/L1Zinc10.0 6080255EPA 3005A 1.30 7440-66-6 08/10/16 22:2608/10/16 08:35
Volatile Organic Compounds by EPA 8260
EPA 8260B 38 ug/L1Acetone100 J 6080022EPA 5030B 4.9 67-64-1 08/01/16 17:4608/01/16 15:00
NDEPA 8260B ug/L1Acrylonitrile200 6080022EPA 5030B 1.8 107-13-1 08/01/16 17:4608/01/16 15:00
EPA 8260B 7.0 ug/L1Benzene1.0 6080022EPA 5030B 0.2 71-43-2 08/01/16 17:4608/01/16 15:00
NDEPA 8260B ug/L1Bromochloromethane3.0 6080022EPA 5030B 0.7 74-97-5 08/01/16 17:4608/01/16 15:00
NDEPA 8260B ug/L1Bromodichloromethane1.0 6080022EPA 5030B 0.6 75-27-4 08/01/16 17:4608/01/16 15:00
NDEPA 8260B ug/L1Bromoform3.0 6080022EPA 5030B 0.7 75-25-2 08/01/16 17:4608/01/16 15:00
NDEPA 8260B ug/L1Bromomethane10 6080022EPA 5030B 0.8 74-83-9 08/01/16 17:4608/01/16 15:00
NDEPA 8260B ug/L1Carbon Disulfide 100 6080022EPA 5030B 0.6 75-15-0 08/01/16 17:4608/01/16 15:00
NDEPA 8260B ug/L1Carbon Tetrachloride 1.0 6080022EPA 5030B 0.6 56-23-5 08/01/16 17:4608/01/16 15:00
EPA 8260B 0.4 ug/L1Chlorobenzene3.0 J 6080022EPA 5030B 0.4 108-90-7 08/01/16 17:4608/01/16 15:00
NDEPA 8260B ug/L1Chloroethane10 6080022EPA 5030B 0.4 75-00-3 08/01/16 17:4608/01/16 15:00
NDEPA 8260B ug/L1Chloroform5.0 6080022EPA 5030B 0.3 67-66-3 08/01/16 17:4608/01/16 15:00
NDEPA 8260B ug/L1Chloromethane1.0 6080022EPA 5030B 0.4 74-87-3 08/01/16 17:4608/01/16 15:00
NDEPA 8260B ug/L1Dibromochloromethane3.0 6080022EPA 5030B 0.7 124-48-1 08/01/16 17:4608/01/16 15:00
NDEPA 8260B ug/L11,2-Dibromo-3-chloropropane 13 6080022EPA 5030B 2.0 96-12-8 08/01/16 17:4608/01/16 15:00
NDEPA 8260B ug/L11,2-Dibromoethane 1.0 6080022EPA 5030B 0.7 106-93-4 08/01/16 17:4608/01/16 15:00
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-Leachate
Water
AZG0869-01 AZG086907/28/16 15:04
Project:Foothills Environmental Landfill Leachate
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1Dibromomethane10 6080022EPA 5030B 0.7 74-95-3 08/01/16 17:4608/01/16 15:00
NDEPA 8260B ug/L11,2-Dichlorobenzene 5.0 6080022EPA 5030B 0.5 95-50-1 08/01/16 17:4608/01/16 15:00
EPA 8260B 4.0 ug/L11,4-Dichlorobenzene 1.0 6080022EPA 5030B 0.3 106-46-7 08/01/16 17:4608/01/16 15:00
NDEPA 8260B ug/L1trans-1,4-Dichloro-2-butene 100 6080022EPA 5030B 1.5 110-57-6 08/01/16 17:4608/01/16 15:00
NDEPA 8260B ug/L11,1-Dichloroethane 5.0 6080022EPA 5030B 0.4 75-34-3 08/01/16 17:4608/01/16 15:00
EPA 8260B 0.4 ug/L11,2-Dichloroethane 1.0 J 6080022EPA 5030B 0.3 107-06-2 08/01/16 17:4608/01/16 15:00
NDEPA 8260B ug/L11,1-Dichloroethene 5.0 6080022EPA 5030B 0.5 75-35-4 08/01/16 17:4608/01/16 15:00
NDEPA 8260B ug/L1cis-1,2-Dichloroethene 5.0 6080022EPA 5030B 0.5 156-59-2 08/01/16 17:4608/01/16 15:00
NDEPA 8260B ug/L1trans-1,2-Dichloroethene 5.0 6080022EPA 5030B 0.4 156-60-5 08/01/16 17:4608/01/16 15:00
NDEPA 8260B ug/L11,2-Dichloropropane 1.0 6080022EPA 5030B 0.5 78-87-5 08/01/16 17:4608/01/16 15:00
NDEPA 8260B ug/L1cis-1,3-Dichloropropene 1.0 6080022EPA 5030B 0.4 10061-01-5 08/01/16 17:4608/01/16 15:00
NDEPA 8260B ug/L1trans-1,3-Dichloropropene 1.0 6080022EPA 5030B 0.4 10061-02-6 08/01/16 17:4608/01/16 15:00
EPA 8260B 24 ug/L1Ethylbenzene1.0 6080022EPA 5030B 0.2 100-41-4 08/01/16 17:4608/01/16 15:00
NDEPA 8260B ug/L1Iodomethane10 6080022EPA 5030B 0.6 74-88-4 08/01/16 17:4608/01/16 15:00
EPA 8260B 6.4 ug/L1Methyl Butyl Ketone (2-Hexanone)50 J 6080022EPA 5030B 0.9 591-78-6 08/01/16 17:4608/01/16 15:00
NDEPA 8260B ug/L1Methylene Chloride 1.0 6080022EPA 5030B 0.5 75-09-2 08/01/16 17:4608/01/16 15:00
NDEPA 8260B ug/L1Methyl Ethyl Ketone (2-Butanone)100 6080022EPA 5030B 1.1 78-93-3 08/01/16 17:4608/01/16 15:00
EPA 8260B 19 ug/L14-Methyl-2-pentanone (MIBK)100 J 6080022EPA 5030B 1.7 108-10-1 08/01/16 17:4608/01/16 15:00
EPA 8260B 3.1 ug/L1Styrene1.0 6080022EPA 5030B 0.4 100-42-5 08/01/16 17:4608/01/16 15:00
NDEPA 8260B ug/L11,1,1,2-Tetrachloroethane 5.0 6080022EPA 5030B 0.6 630-20-6 08/01/16 17:4608/01/16 15:00
NDEPA 8260B ug/L11,1,2,2-Tetrachloroethane 3.0 6080022EPA 5030B 0.5 79-34-5 08/01/16 17:4608/01/16 15:00
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
ResultAnalyte SWSL/ RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1403-Leachate
Water
AZG0869-01 AZG086907/28/16 15:04
Project:Foothills Environmental Landfill Leachate
07/29/16 08:55
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1Tetrachloroethene1.0 6080022EPA 5030B 0.4 127-18-4 08/01/16 17:4608/01/16 15:00
EPA 8260B 7.5 ug/L1Toluene1.0 6080022EPA 5030B 0.3 108-88-3 08/01/16 17:4608/01/16 15:00
NDEPA 8260B ug/L11,1,1-Trichloroethane 1.0 6080022EPA 5030B 0.4 71-55-6 08/01/16 17:4608/01/16 15:00
NDEPA 8260B ug/L11,1,2-Trichloroethane 1.0 6080022EPA 5030B 0.8 79-00-5 08/01/16 17:4608/01/16 15:00
NDEPA 8260B ug/L1Trichloroethene1.0 6080022EPA 5030B 0.4 79-01-6 08/01/16 17:4608/01/16 15:00
NDEPA 8260B ug/L1Trichlorofluoromethane1.0 6080022EPA 5030B 0.5 75-69-4 08/01/16 17:4608/01/16 15:00
NDEPA 8260B ug/L11,2,3-Trichloropropane 1.0 6080022EPA 5030B 0.7 96-18-4 08/01/16 17:4608/01/16 15:00
NDEPA 8260B ug/L1Vinyl Acetate 50 6080022EPA 5030B 0.8 108-05-4 08/01/16 17:4608/01/16 15:00
NDEPA 8260B ug/L1Vinyl Chloride 1.0 6080022EPA 5030B 0.7 75-01-4 08/01/16 17:4608/01/16 15:00
EPA 8260B 36 ug/L1Xylenes, total 5.0 6080022EPA 5030B 0.4 1330-20-7 08/01/16 17:4608/01/16 15:00
EPA 8260B 82 %Surr: Dibromofluoromethane 6080022EPA 5030B 1868-53-7 08/01/16 17:4608/01/16 15:0080-120
EPA 8260B 82 %Surr: 1,2-Dichloroethane-d4 6080022EPA 5030B 17060-07-0 08/01/16 17:4608/01/16 15:0078-120
EPA 8260B 98 %Surr: Toluene-d8 6080022EPA 5030B 2037-26-5 08/01/16 17:4608/01/16 15:0080-120
EPA 8260B 102 %Surr: 4-Bromofluorobenzene 6080022EPA 5030B 460-00-4 08/01/16 17:4608/01/16 15:0080-120
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
Result LimitReporting
Units LevelSpike ResultSource %REC %RECLimits RPD RPDLimit Qual Analyte
General Chemistry - Quality Control
Batch 6070671 - SM 5210 B
Blank (6070671-BLK1)Prepared: 07/29/16 Analyzed: 08/03/16
Biochemical Oxygen Demand ug/L30.0 2000 J
LCS (6070671-BS1)Prepared: 07/29/16 Analyzed: 08/03/16
Biochemical Oxygen Demand ug/L2090002000 198000 85-115106
Duplicate (6070671-DUP1)Prepared: 07/29/16 Analyzed: 08/03/16 Source: AZG0851-02
Biochemical Oxygen Demand ug/L120000034000 1210000 200.8
Batch 6070691 - SM 4500-P B
Blank (6070691-BLK1)Prepared & Analyzed: 08/01/16
Phosphorus-Total ug/L1.00 20.0 J
LCS (6070691-BS1)Prepared & Analyzed: 08/01/16
Phosphorus-Total ug/L50520.0 500.00 88-110101
Batch 6080201 - SM 5220 D
Blank (6080201-BLK1)Prepared & Analyzed: 08/09/16
Chemical Oxygen Demand ug/LND10000
LCS (6080201-BS1)Prepared & Analyzed: 08/09/16
Chemical Oxygen Demand ug/L19300010000 200000 90-11097
Matrix Spike (6080201-MS1)Prepared & Analyzed: 08/09/16 Source: AZH0177-01
Chemical Oxygen Demand ug/L19600010000 200000 ND 90-11098
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
Result LimitReporting
Units LevelSpike ResultSource %REC %RECLimits RPD RPDLimit Qual Analyte
General Chemistry - Quality Control
Batch 6080201 - SM 5220 D
Matrix Spike (6080201-MS2)Prepared & Analyzed: 08/09/16 Source: AZH0177-10
Chemical Oxygen Demand ug/L19100010000 200000 ND 90-11096
Matrix Spike Dup (6080201-MSD1)Prepared & Analyzed: 08/09/16 Source: AZH0177-01
Chemical Oxygen Demand ug/L20100010000 200000 ND 1090-110101 2
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
Result LimitReporting
Units LevelSpike ResultSource %REC %RECLimits RPD RPDLimit Qual Analyte
Inorganic Anions - Quality Control
Batch 6070688 - EPA 9056A
Blank (6070688-BLK1)Prepared & Analyzed: 07/29/16
Nitrate/Nitrite as N ug/LND50
Nitrate as N ug/LND50
Nitrite as N ug/LND50
Sulfate ug/LND5000
LCS (6070688-BS1)Prepared & Analyzed: 07/29/16
Nitrate/Nitrite as N ug/L2010050 20010 90-110101
Nitrate as N ug/L988050 10010 90-11099
Nitrite as N ug/L1030050 10000 90-110103
Sulfate ug/L98505000 10010 90-11098
Matrix Spike (6070688-MS1)Prepared: 07/29/16 Analyzed: 07/30/16 Source: AZG0892-01
Nitrate/Nitrite as N ug/L1980050 20010 ND 90-11099
Nitrate as N ug/L980050 10010 ND 90-11098
Nitrite as N ug/L995050 10000 ND 90-11099
Sulfate ug/L320005000 10010 24300 QM-0590-11077
Matrix Spike Dup (6070688-MSD1)Prepared: 07/29/16 Analyzed: 07/30/16 Source: AZG0892-01
Nitrate/Nitrite as N ug/L2010050 20010 ND 1590-110101 2
Nitrate as N ug/L989050 10010 ND 1590-11099 0.9
Nitrite as N ug/L1030050 10000 ND 1590-110103 3
Sulfate ug/L320005000 10010 24300 15 QM-0590-11077 0.04
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
Result LimitReporting
Units LevelSpike ResultSource %REC %RECLimits RPD RPDLimit Qual Analyte
Metals, Total - Quality Control
Batch 6080255 - EPA 3005A
Blank (6080255-BLK1)Prepared & Analyzed: 08/10/16
Antimony ug/L0.28 6.00 J
Arsenic ug/LND10.0
Barium ug/LND100
Beryllium ug/LND1.00
Cadmium ug/LND1.00
Chromium ug/LND10.0
Cobalt ug/LND10.0
Copper ug/LND10.0
Lead ug/LND10.0
Nickel ug/LND50.0
Selenium ug/LND10.0
Silver ug/LND10.0
Thallium ug/LND5.50
Vanadium ug/LND25.0
Zinc ug/LND10.0
LCS (6080255-BS1)Prepared & Analyzed: 08/10/16
Antimony ug/L1106.00 100.00 80-120110
Arsenic ug/L10210.0 100.00 80-120102
Barium ug/L98.6 100 100.00 J80-12099
Beryllium ug/L1011.00 100.00 80-120101
Cadmium ug/L98.4 1.00 100.00 80-12098
Chromium ug/L10310.0 100.00 80-120103
Cobalt ug/L10210.0 100.00 80-120102
Copper ug/L99.5 10.0 100.00 80-12099
Lead ug/L96.7 10.0 100.00 80-12097
Nickel ug/L10350.0 100.00 80-120103
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
Result LimitReporting
Units LevelSpike ResultSource %REC %RECLimits RPD RPDLimit Qual Analyte
Metals, Total - Quality Control
Batch 6080255 - EPA 3005A
LCS (6080255-BS1)Prepared & Analyzed: 08/10/16
Selenium ug/L99.8 10.0 100.00 80-120100
Silver ug/L99.4 10.0 100.00 80-12099
Thallium ug/L95.5 5.50 100.00 80-12096
Vanadium ug/L10125.0 100.00 80-120101
Zinc ug/L10810.0 100.00 80-120108
Matrix Spike (6080255-MS1)Prepared & Analyzed: 08/10/16 Source: AZG0817-02
Antimony ug/L1136.00 100.00 0.69 75-125112
Arsenic ug/L10310.0 100.00 1.40 75-125102
Barium ug/L139100 100.00 40.1 75-12599
Beryllium ug/L97.9 1.00 100.00 1.65 75-12596
Cadmium ug/L1001.00 100.00 ND 75-125100
Chromium ug/L11010.0 100.00 1.20 75-125109
Cobalt ug/L14310.0 100.00 37.4 75-125106
Copper ug/L10110.0 100.00 1.13 75-125100
Lead ug/L95.7 10.0 100.00 0.73 75-12595
Nickel ug/L11450.0 100.00 8.86 75-125105
Selenium ug/L10410.0 100.00 5.56 75-12598
Silver ug/L99.4 10.0 100.00 0.93 75-12598
Thallium ug/L97.3 5.50 100.00 0.09 75-12597
Vanadium ug/L11225.0 100.00 1.63 75-125110
Zinc ug/L11010.0 100.00 5.37 75-125105
Matrix Spike Dup (6080255-MSD1)Prepared & Analyzed: 08/10/16 Source: AZG0817-02
Antimony ug/L1106.00 100.00 0.69 2075-125109 3
Arsenic ug/L10010.0 100.00 1.40 2075-12599 3
Barium ug/L141100 100.00 40.1 2075-125101 1
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
Result LimitReporting
Units LevelSpike ResultSource %REC %RECLimits RPD RPDLimit Qual Analyte
Metals, Total - Quality Control
Batch 6080255 - EPA 3005A
Matrix Spike Dup (6080255-MSD1)Prepared & Analyzed: 08/10/16 Source: AZG0817-02
Beryllium ug/L1011.00 100.00 1.65 2075-125100 3
Cadmium ug/L1021.00 100.00 ND 2075-125102 2
Chromium ug/L10610.0 100.00 1.20 2075-125104 5
Cobalt ug/L13910.0 100.00 37.4 2075-125102 3
Copper ug/L10410.0 100.00 1.13 2075-125103 3
Lead ug/L96.3 10.0 100.00 0.73 2075-12596 0.7
Nickel ug/L11150.0 100.00 8.86 2075-125103 2
Selenium ug/L10110.0 100.00 5.56 2075-12596 3
Silver ug/L10210.0 100.00 0.93 2075-125101 3
Thallium ug/L95.0 5.50 100.00 0.09 2075-12595 2
Vanadium ug/L10525.0 100.00 1.63 2075-125104 6
Zinc ug/L10810.0 100.00 5.37 2075-125103 2
Post Spike (6080255-PS1)Prepared & Analyzed: 08/10/16 Source: AZG0817-02
Antimony ug/L98.0 100.00 0.69 80-12097
Arsenic ug/L105 100.00 1.40 80-120104
Barium ug/L136 100.00 40.1 80-12096
Beryllium ug/L102 100.00 1.65 80-120100
Cadmium ug/L104 100.00 0.09 80-120104
Chromium ug/L105 100.00 1.20 80-120104
Cobalt ug/L145 100.00 37.4 80-120108
Copper ug/L104 100.00 1.13 80-120103
Lead ug/L97.4 100.00 0.73 80-12097
Nickel ug/L110 100.00 8.86 80-120101
Selenium ug/L107 100.00 5.56 80-120101
Silver ug/L102 100.00 0.93 80-120101
Thallium ug/L96.8 100.00 0.09 80-12097
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
Result LimitReporting
Units LevelSpike ResultSource %REC %RECLimits RPD RPDLimit Qual Analyte
Metals, Total - Quality Control
Batch 6080255 - EPA 3005A
Post Spike (6080255-PS1)Prepared & Analyzed: 08/10/16 Source: AZG0817-02
Vanadium ug/L108 100.00 1.63 80-120107
Zinc ug/L112 100.00 5.37 80-120106
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
Result LimitReporting
Units LevelSpike ResultSource %REC %RECLimits RPD RPDLimit Qual Analyte
Volatile Organic Compounds by EPA 8260 - Quality Control
Batch 6080022 - EPA 5030B
Blank (6080022-BLK1)Prepared & Analyzed: 08/01/16
Acetone ug/LND50
Acrylonitrile ug/LND200
Benzene ug/L0.2 1.0 J
Bromochloromethane ug/LND3.0
Bromodichloromethane ug/LND1.0
Bromoform ug/LND3.0
Bromomethane ug/LND10
Carbon Disulfide ug/LND100
Carbon Tetrachloride ug/LND1.0
Chlorobenzene ug/LND3.0
Chloroethane ug/LND10
Chloroform ug/L0.4 5.0 J
Chloromethane ug/LND1.0
Dibromochloromethane ug/LND3.0
1,2-Dibromo-3-chloropropane ug/LND13
1,2-Dibromoethane ug/LND1.0
Dibromomethane ug/LND10
1,2-Dichlorobenzene ug/LND5.0
1,4-Dichlorobenzene ug/LND1.0
trans-1,4-Dichloro-2-butene ug/LND100
1,1-Dichloroethane ug/LND5.0
1,2-Dichloroethane ug/LND1.0
1,1-Dichloroethene ug/LND5.0
cis-1,2-Dichloroethene ug/LND5.0
trans-1,2-Dichloroethene ug/LND5.0
1,2-Dichloropropane ug/LND1.0
cis-1,3-Dichloropropene ug/LND1.0
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
Result LimitReporting
Units LevelSpike ResultSource %REC %RECLimits RPD RPDLimit Qual Analyte
Volatile Organic Compounds by EPA 8260 - Quality Control
Batch 6080022 - EPA 5030B
Blank (6080022-BLK1)Prepared & Analyzed: 08/01/16
trans-1,3-Dichloropropene ug/LND1.0
Ethylbenzene ug/LND1.0
Iodomethane ug/LND10
Methyl Butyl Ketone (2-Hexanone)ug/LND50
Methylene Chloride ug/L1.7 1.0
Methyl Ethyl Ketone (2-Butanone)ug/LND50
4-Methyl-2-pentanone (MIBK)ug/LND100
Styrene ug/LND1.0
1,1,1,2-Tetrachloroethane ug/LND5.0
1,1,2,2-Tetrachloroethane ug/LND3.0
Tetrachloroethene ug/LND1.0
Toluene ug/LND1.0
1,1,1-Trichloroethane ug/LND1.0
1,1,2-Trichloroethane ug/LND1.0
Trichloroethene ug/LND1.0
Trichlorofluoromethane ug/LND1.0
1,2,3-Trichloropropane ug/LND1.0
Vinyl Acetate ug/LND50
Vinyl Chloride ug/LND1.0
Xylenes, total ug/LND5.0
ug/L 50.000 80-120Surr: Dibromofluoromethane 8542
ug/L 50.000 78-120Surr: 1,2-Dichloroethane-d4 8040
ug/L 50.000 80-120Surr: Toluene-d8 9547
ug/L 50.000 80-120Surr: 4-Bromofluorobenzene 10653
Blank (6080022-BLK2)Prepared & Analyzed: 08/02/16
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
Result LimitReporting
Units LevelSpike ResultSource %REC %RECLimits RPD RPDLimit Qual Analyte
Volatile Organic Compounds by EPA 8260 - Quality Control
Batch 6080022 - EPA 5030B
Blank (6080022-BLK2)Prepared & Analyzed: 08/02/16
Acetone ug/LND100
Acrylonitrile ug/LND200
Benzene ug/L0.3 1.0 J
Bromochloromethane ug/LND3.0
Bromodichloromethane ug/LND1.0
Bromoform ug/LND3.0
Bromomethane ug/LND10
Carbon Disulfide ug/LND100
Carbon Tetrachloride ug/LND1.0
Chlorobenzene ug/LND3.0
Chloroethane ug/LND10
Chloroform ug/L0.5 5.0 J
Chloromethane ug/LND1.0
Dibromochloromethane ug/LND3.0
1,2-Dibromo-3-chloropropane ug/LND13
1,2-Dibromoethane ug/LND1.0
Dibromomethane ug/LND10
1,2-Dichlorobenzene ug/LND5.0
1,4-Dichlorobenzene ug/LND1.0
trans-1,4-Dichloro-2-butene ug/LND100
1,1-Dichloroethane ug/LND5.0
1,2-Dichloroethane ug/LND1.0
1,1-Dichloroethene ug/LND5.0
cis-1,2-Dichloroethene ug/LND5.0
trans-1,2-Dichloroethene ug/LND5.0
1,2-Dichloropropane ug/LND1.0
cis-1,3-Dichloropropene ug/LND1.0
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
Result LimitReporting
Units LevelSpike ResultSource %REC %RECLimits RPD RPDLimit Qual Analyte
Volatile Organic Compounds by EPA 8260 - Quality Control
Batch 6080022 - EPA 5030B
Blank (6080022-BLK2)Prepared & Analyzed: 08/02/16
trans-1,3-Dichloropropene ug/LND1.0
Ethylbenzene ug/LND1.0
Iodomethane ug/LND10
Methyl Butyl Ketone (2-Hexanone)ug/LND50
Methylene Chloride ug/LND1.0
Methyl Ethyl Ketone (2-Butanone)ug/LND100
4-Methyl-2-pentanone (MIBK)ug/LND100
Styrene ug/LND1.0
1,1,1,2-Tetrachloroethane ug/LND5.0
1,1,2,2-Tetrachloroethane ug/LND3.0
Tetrachloroethene ug/LND1.0
Toluene ug/LND1.0
1,1,1-Trichloroethane ug/LND1.0
1,1,2-Trichloroethane ug/LND1.0
Trichloroethene ug/LND1.0
Trichlorofluoromethane ug/LND1.0
1,2,3-Trichloropropane ug/LND1.0
Vinyl Acetate ug/LND50
Vinyl Chloride ug/LND1.0
Xylenes, total ug/LND5.0
ug/L 50.000 80-120Surr: Dibromofluoromethane 8844
ug/L 50.000 78-120Surr: 1,2-Dichloroethane-d4 8643
ug/L 50.000 80-120Surr: Toluene-d8 9950
ug/L 50.000 80-120Surr: 4-Bromofluorobenzene 10955
LCS (6080022-BS1)Prepared & Analyzed: 08/01/16
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
Result LimitReporting
Units LevelSpike ResultSource %REC %RECLimits RPD RPDLimit Qual Analyte
Volatile Organic Compounds by EPA 8260 - Quality Control
Batch 6080022 - EPA 5030B
LCS (6080022-BS1)Prepared & Analyzed: 08/01/16
Benzene ug/L46 50.000 67-13492
Chlorobenzene ug/L46 50.000 69-12293
1,1-Dichloroethene ug/L40 50.000 58-14279
Toluene ug/L45 50.000 68-12790
Trichloroethene ug/L49 50.000 72-13298
ug/L 50.000 80-120Surr: Dibromofluoromethane 9648
ug/L 50.000 78-120Surr: 1,2-Dichloroethane-d4 8241
ug/L 50.000 80-120Surr: Toluene-d8 9447
ug/L 50.000 80-120Surr: 4-Bromofluorobenzene 9547
Matrix Spike (6080022-MS1)Prepared & Analyzed: 08/01/16 Source: AZG0767-12
Benzene ug/L65 50.000 0.4 67-134129
Chlorobenzene ug/L65 50.000 ND QM-0569-122131
1,1-Dichloroethene ug/L53 50.000 ND 58-142105
Toluene ug/L61 50.000 0.4 68-127121
Trichloroethene ug/L69 50.000 ND QM-0572-132137
ug/L 50.000 80-120Surr: Dibromofluoromethane 8241
ug/L 50.000 78-120Surr: 1,2-Dichloroethane-d4 8844
ug/L 50.000 80-120Surr: Toluene-d8 9447
ug/L 50.000 80-120Surr: 4-Bromofluorobenzene 10251
Matrix Spike Dup (6080022-MSD1)Prepared & Analyzed: 08/01/16 Source: AZG0767-12
Benzene ug/L67 50.000 0.4 967-134133 3
Chlorobenzene ug/L80 50.000 ND 13 QM-0669-122160 20
1,1-Dichloroethene ug/L55 50.000 ND 958-142110 4
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
Result LimitReporting
Units LevelSpike ResultSource %REC %RECLimits RPD RPDLimit Qual Analyte
Volatile Organic Compounds by EPA 8260 - Quality Control
Batch 6080022 - EPA 5030B
Matrix Spike Dup (6080022-MSD1)Prepared & Analyzed: 08/01/16 Source: AZG0767-12
Toluene ug/L67 50.000 0.4 9 QM-0668-127133 10
Trichloroethene ug/L72 50.000 ND 11 QM-0572-132145 6
ug/L 50.000 80-120Surr: Dibromofluoromethane 8141
ug/L 50.000 78-120Surr: 1,2-Dichloroethane-d4 8744
ug/L 50.000 80-120Surr: Toluene-d8 9648
ug/L 50.000 80-120Surr: 4-Bromofluorobenzene 10050
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
Laboratory Certifications
Code Description Number Expires
381North Carolina 12/31/2016NC
E87315FL DOH (Non-Pot. Water, Solids) Eff:: 07/01/2016 06/30/2017NELAC
98011001South Carolina 08/30/2016SC
T104704397-08-TXTexas 03/31/2017TX
1340Virginia 12/14/2016VA
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
Legend
Defination of Laboratory Terms
- Not Detected at levels greater than or equal to SWSL/RLND
SWSL/RL
MDL
- NC DENR Solid Waste Section LImit/Reporting Limit (Adjusted for DF/Prep Factor)
- Method Detection Limit
Qualifiers
- Dilution FactorDF
QM-06 Due to suspected matrix interference, RPD and Percent Recovery values for the MS and/or MSD were outside control limits. Sample results for the QC batch were accepted based on acceptable LCS recoveries.
QM-05 The spike recovery was outside acceptance limits for the MS and/or MSD and/or PDS due to suspected matrix interference. Sample results for the QC batch were accepted based on acceptable LCS recoveries.
J Estimated value less than Reporting Limit (RL) but greater than Method Detection Limit(MDL) (CLP J-Flag).
B-01 Analyte was detected in the associated method blank at an estimated level equal to or greater than the MDL. Sample values reported as greater than the MDL
and less than 10x the method blank value are reported as estimated values.
Note: Unless otherwise noted, all results are reported on an as received basis.
Environmental Monitoring & Laboratory Analysis110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
Republic Services of North Carolina, LLC
1220 Commerce Street, SW
Conover NC, 28613
Attention: Mr. Derek Bouchard August 15, 2016
COC Goes Here
LOG-IN CHECKLIST
Republic Services of North Carolina, LLC
Foothills Environmental Landfill LeachateProject:
Client:
Printed: 8/15/2016 5:04:48PM
Environmental Monitoring & Laboratory Analysis
[phone] FAX [phone]
110 Technology Parkway, Peachtree Corners, GA 30092
PACE ANALYTICAL SERVICES, INC.
Date Received:07/29/16 08:55 Logged In By:Charles Hawks
Work Order:AZG0869
OBSERVATIONS
Attn: Mr. Derek Bouchard
#Samples: 1 #Containers: 7
2.0 2.0
YES
Minimum Temp(C):Maximum Temp(C):
CHECKLIST ITEMS
COC included with Samples
Sample Container(s) Intact
Chain of Custody Complete
Sample Container(s) Match COC
Custody seal Intact
Temperature in Compliance
Sufficient Sample Volume for Analysis
Zero Headspace Maintained for VOA Analyses
Samples labeled preserved (If Applicable)
Samples received within Allowable Hold Times
Samples Received on Ice
Preservation Confirmed
YES
NO
YES
YES
YES
YES
YES
YES
YES
YES
YES
Custody Seal(s) Used:Yes
The sample type was not listed on the COC. The Metals and COD/NO3+NO2 were pH adjusted from 7 to <2 with HNO3
and H2SO4 respectively. CFH
Comments:
Page 1 of 1

Appendix C

Statistical Analyses Worksheets

JOYCE Project:Foothills Regional Landfill
Project No: 890.1601.12
Task No: 02
Date: October 2016
Analyte:Cobalt
Concentration RL
Sample No. Sample Date Location (µg/L) (µg/L)
1 10-Aug-98 MW-1 ND 10
2 27-Jan-99 MW-1 ND 10
3 19-Jul-99 MW-1 ND 10
4 9-Sep-99 MW-1 ND 10
5 25-Jan-00 MW-1 ND 10
6 21-Jul-00 MW-1 ND 10
7 9-Jan-01 MW-1 ND 10
8 17-Jul-01 MW-1 ND 10
9 22-Jan-02 MW-1 ND 10
10 15-Jul-02 MW-1 ND 10
11 30-Jan-03 MW-1 ND 5
12 30-Jul-03 MW-1 ND 5
13 15-Jan-04 MW-1 ND 10
14 16-Jul-04 MW-1 ND 10
15 28-Jan-05 MW-1 ND 10
16 21-Jul-05 MW-1 ND 10
17 18-Jan-06 MW-1 ND 10
18 26-Jul-06 MW-1 ND 10
19 23-Jan-07 MW-1 ND 10
20 25-Jul-07 MW-1 ND 10
21 7-Jan-08 MW-1 ND 10
22 23-Jul-08 MW-1 ND 10
23 6-Jan-09 MW-1 ND 10
24 8-Jul-09 MW-1 ND 10
25 19-Jan-10 MW-1 ND 10
26 27-Jul-10 MW-1 ND 10
27 24-Jan-11 MW-1 ND 10
28 25-Jul-11 MW-1 ND 10
29 5-Jan-12 MW-1 ND 10
30 3-Jul-12 MW-1 ND 10
31 30-Jan-13 MW-1 ND 10
32 15-Jul-13 MW-1 ND 10
33 30-Jan-14 MW-1 ND 10
34 22-Jul-14 MW-1 ND 10
35 26-Jan-15 MW-1 ND 10
36 26-Jul-15 MW-1 ND 10
37 28-Jan-16 MW-1R 0.55 J 10
38 29-Jul-16 MW-1R ND 10
Number of Data: 38
Number of Truncated Data: 37
Percentage of Truncated Data: 97%
Upper Poisson Prediction Limit: 44.1 µg/L
All concentrations in micrograms per liter (µg/L).
ND = Not detected above the method detection limit (truncated).
J = Estimated concentration below the RL.
RL = Reporitng Limit (PQL or SWSL).
Joyce Project:Foothills Regional Landfill
Project No: 890.1601.12
Task No: 02
Date: October 2016
Upper Poisson Prediction Limit
Analyte:Cobalt
Background Data Discrete
Concentration RL Half Poisson
Sample No. Sample Date Location (µg/l) (µg/l) RL Count
1 10-Aug-98 MW-1 ND 10 5 5
2 27-Jan-99 MW-1 ND 10 5 5
3 19-Jul-99 MW-1 ND 10 5 5
4 9-Sep-99 MW-1 ND 10 5 5
5 25-Jan-00 MW-1 ND 10 5 5
6 21-Jul-00 MW-1 ND 10 5 5
7 9-Jan-01 MW-1 ND 10 5 5
8 17-Jul-01 MW-1 ND 10 5 5
9 22-Jan-02 MW-1 ND 10 5 5
10 15-Jul-02 MW-1 ND 10 5 5
11 30-Jan-03 MW-1 ND 5 2.5 2.5
12 30-Jul-03 MW-1 ND 5 2.5 2.5
13 15-Jan-04 MW-1 ND 10 5 5
14 16-Jul-04 MW-1 ND 10 5 5
15 28-Jan-05 MW-1 ND 10 5 5
16 21-Jul-05 MW-1 ND 10 5 5
17 18-Jan-06 MW-1 ND 10 5 5
18 26-Jul-06 MW-1 ND 10 5 5
19 23-Jan-07 MW-1 ND 10 5 5
20 25-Jul-07 MW-1 ND 10 5 5
21 7-Jan-08 MW-1 ND 10 5 5
22 23-Jul-08 MW-1 ND 10 5 5
23 6-Jan-09 MW-1 ND 10 5 5
24 8-Jul-09 MW-1 ND 10 5 5
25 19-Jan-10 MW-1 ND 10 5 5
26 27-Jul-10 MW-1 ND 10 5 5
27 24-Jan-11 MW-1 ND 10 5 5
28 25-Jul-11 MW-1 ND 10 5 5
29 5-Jan-12 MW-1 ND 10 5 5
30 3-Jul-12 MW-1 ND 10 5 5
31 30-Jan-13 MW-1 ND 10 5 5
32 15-Jul-13 MW-1 ND 10 5 5
33 30-Jan-14 MW-1 ND 10 5 5
34 22-Jul-14 MW-1 ND 10 5 5
35 26-Jan-15 MW-1 ND 10 5 5
36 26-Jul-15 MW-1 ND 10 5 5
37 28-Jan-16 MW-1R 0.55 10 5 0.55
38 29-Jul-16 MW-1R ND 10 5 5
Note: All sample concentrations are micrograms per liter (µg/L)
Using the background data, the upper Poisson Prediction Limit, y*, is determined by:
y* =
c y + [(t^2) c / 2] + t c [y (1 + (1/c)) + ((t^2) / 4)]^0.5
where:
c = k / n
y = Poisson count
t = t(n-1, 0.95), Student's t-distribution
n-1 = degrees of freedom (number of samples - 1)
k = number of downgradient samples per event (7)
.95 = confidence interval
n = number of background samples
For:
c = 0.184
k = 7 = 7 d.g. MW's
y = 180.55
t = 1.689
n = 38
y* = 44.1 µg/L

Appendix D

Historical Constituents/Analytes
in Groundwater

AP
P
E
N
D
I
X

D
:

H
i
s
t
o
r
i
c
a
l

G
r
o
u
n
d
w
a
t
e
r

C
o
n
s
t
i
t
u
e
n
t
s
/
A
n
a
l
y
t
e
s
Sa
m
p
l
e
An
a
l
y
t
e
Co
l
l
e
c
t
i
o
n

D
a
t
e
DL

S
W
S
L
MW
-
1

M
W
-
1
R

M
W
-
2

M
W
-
2
R

M
W
-
3

M
W
-
3
R

M
W
-
3
R
2

M
W
-
4

M
W
-
5

M
W
-
6

M
W
-
7

M
W
-
8

M
W
-
9

M
W
-
1
0

U
D
-
1

U
D
-
2
Blanks
In
o
r
g
a
n
i
c
s
An
t
i
m
o
n
y

0
1
/
0
5
/
1
2

6
.
0
0

6
.
0
0

0
.
3
6

J

-
-
-

-
-
-

0
.
1
8

J

-
-
-

-
-
-

0
.
1
3

J

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
GW
P
S

=

1
.
4

µ
g
/
L

0
7
/
0
3
/
1
2

6
.
0
0

6
.
0
0

0
.
5
0

J

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
3
0
/
1
3

6
.
0
0

6
.
0
0

0
.
5
5

J

-
-
-

-
-
-

0
.
3
4

J

-
-
-

-
-
-

0
.
2
0

J

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-
28.3 ---

N
D
02
/
1
8
/
1
3

6
.
0
0

6
.
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
04
/
1
0
/
1
3

6
.
0
0

6
.
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

0
.
2
4

J
05
/
0
9
/
1
3

6
.
0
0

6
.
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
06
/
1
2
/
1
3

6
.
0
0

6
.
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
.
6
4

J

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
1
3

6
.
0
0

6
.
0
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

0
.
6
6

B

0
.
2
9

B

N
D

N
D

N
D

0
.
6
2

B

-
-
-

-
-
-

1
0
.
6

B

-
-
-

0
.
4
5

J
01
/
3
0
/
1
4

6
.
0
0

6
.
0
0

0
.
4
3

B

-
-
-

-
-
-

N
D

-
-
-

-
-
-

0
.
3
1

B

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

0
.
6
2

J
07
/
2
2
/
1
4

1
.
0
5

6
.
0
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
01
/
2
6
/
1
5

1
.
0
5

6
.
0
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
07
/
2
8
/
1
5

0
.
2
5

6
.
0
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

1
.
9
0

J

N
D

N
D

N
D

N
D

0
.
5
0

J

-
-
-

-
-
-

N
D

N
D

N
D
01
/
2
8
/
1
6

0
.
2
5

6
.
0
0

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

0
.
9
0

J

N
D

N
D

N
D

N
D

N
D

-
-
-

N
D

4
.
3
7

J

1
.
9
8

J

N
D
07
/
2
8
/
1
6

0
.
2
5

6
.
0
0

-
-
-

2
.
0
9

B

-
-
-

0
.
7
0

B

-
-
-

-
-
-

0
.
3
5

B

N
D

N
D

0
.
3
7

B

N
D

N
D

N
D

N
D

1
.
4
0

B

d
r
y

0
.
2
8

J
Ars
e
n
i
c

0
8
/
1
0
/
9
8
10

1
0
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
NC

2
L

=

1
0

µ
g
/
L

0
1
/
2
7
/
9
9
10

1
0
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
1
9
/
9
9
10

1
0
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
7
/
9
9
10

1
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
9
/
9
9
10

1
0
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
10
/
1
2
/
9
9
10

1
0
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
12
/
0
6
/
9
9
10

1
0
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
5
/
0
0
10

1
0
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
1
/
0
0
10

1
0
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
9
/
0
1
10

1
0
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
7
/
0
1
10

1
0
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
11
/
2
7
/
0
1
10

1
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
2
/
0
2
10

1
0
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
0
2
10

1
0
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
3
0
/
0
3
55
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
3
0
/
0
3
55
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
1
5
/
0
4
10

1
0
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
6
/
0
4
10

1
0
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
8
/
0
5
10

1
0
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
1
/
0
5
10

1
0
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
2
1
/
0
5
10

1
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
1
8
/
0
6
10

1
0
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
03
/
1
4
/
0
6
10

1
0
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
6
/
0
6
10

1
0
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
2
1
/
0
6
20

2
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
0
3
/
0
6
10

1
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
3
/
0
7
10

1
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

3
.
8
0

B

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

2
.
7
0

J
07
/
2
5
/
0
7
10

1
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
7
/
0
8
10

1
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

2
.
1
0

J

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
3
/
0
8
10

1
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

3
.
4
0

J

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
1
1
/
0
8
10

1
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
0
6
/
0
9
10

1
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

3
.
6
0

J
07
/
0
8
/
0
9
10

1
0
ND

-
-
-

-
-
-

3
.
9
5

B

-
-
-

-
-
-

N
D

N
D

N
D

3
.
6
5

B

-
-
-

-
-
-

-
-
-

-
-
-

8
.
4
8

J

-
-
-

2
.
9
2

J
01
/
1
9
/
1
0
10

1
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
06
/
0
2
/
1
0
10

1
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

4
.
1
7

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

3
.
5
7

J
07
/
2
7
/
1
0
10

1
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

3
.
7
9

J

4
.
0
4

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
11
/
2
2
/
1
0
10

1
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
4
/
1
1
10

1
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
07
/
2
5
/
1
1
10

1
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
0
5
/
1
2
10

1
0
.
0
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
07
/
0
3
/
1
2
10

1
0
.
0
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

1
.
9
2

B

N
D

1
.
5
8

B

1
.
4
3

-
-
-

-
-
-

-
-
-

3
.
0
6

B

-
-
-

1
.
7
9

J
01
/
3
0
/
1
3
10

1
0
.
0
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

7
.
6
3

J

-
-
-

N
D
04
/
1
0
/
1
3
10

1
0
.
0
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
.
7
8

J

-
-
-

-
-
-

-
-
-

-
-
-

N
D
05
/
0
9
/
1
3
10

1
0
.
0
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
06
/
1
2
/
1
3
10

1
0
.
0
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
1
3
10

1
0
.
0
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

3
.
9
3

J

-
-
-

N
D
01
/
3
0
/
1
4

1
0
.
0

1
0
.
0
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
2
/
1
4

1
.
1

1
0
.
0
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
01
/
2
6
/
1
5

1
.
1
3

1
0
.
0
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
07
/
2
8
/
1
5

0
.
7
5

1
0
.
0
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
01
/
2
8
/
1
6

0
.
7
5

1
0
.
0
0

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

N
D

1
.
8
2

J

1
.
2
7

J

N
D
07
/
2
8
/
1
6

0
.
7
5

1
0
.
0
0

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

d
r
y

-
-
-
Fo
o
t
h
i
l
l
s

R
e
g
i
o
n
a
l

L
a
n
d
f
i
l
l
Pe
r
m
i
t

N
o
.

1
4
-
0
3
Pa
g
e

1

o
f

3
0
Joyce Engineering
AP
P
E
N
D
I
X

D
:

H
i
s
t
o
r
i
c
a
l

G
r
o
u
n
d
w
a
t
e
r

C
o
n
s
t
i
t
u
e
n
t
s
/
A
n
a
l
y
t
e
s
Sa
m
p
l
e
An
a
l
y
t
e
Co
l
l
e
c
t
i
o
n

D
a
t
e
DL

S
W
S
L
MW
-
1

M
W
-
1
R

M
W
-
2

M
W
-
2
R

M
W
-
3

M
W
-
3
R

M
W
-
3
R
2

M
W
-
4

M
W
-
5

M
W
-
6

M
W
-
7

M
W
-
8

M
W
-
9

M
W
-
1
0

U
D
-
1

U
D
-
2
Blanks
Ba
r
i
u
m

0
8
/
1
0
/
9
8

-
-
-
50
0
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
NC

2
L

=

7
0
0

µ
g
/
L

0
1
/
2
7
/
9
9

-
-
-
50
0
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
1
9
/
9
9

-
-
-
50
0
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
7
/
9
9

-
-
-
50
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
9
/
9
9

-
-
-
50
0
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
10
/
1
2
/
9
9

-
-
-
50
0
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
12
/
0
6
/
9
9

-
-
-
50
0
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
5
/
0
0

-
-
-
50
0
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
1
/
0
0

-
-
-
50
0
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
9
/
0
1

-
-
-
50
0
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
7
/
0
1

-
-
-
50
0
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
11
/
2
7
/
0
1

-
-
-
50
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
2
/
0
2

-
-
-
50
0
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
0
2

-
-
-
50
0
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
3
0
/
0
3

-
-
-
5
41
.
0

-
-
-

-
-
-

5
6
.
1

2
6
.
9

1
9
.
9

-
-
-

3
8
.
9
0

5
9
.
3

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
3
0
/
0
3

-
-
-
5
77
.
1

B

-
-
-

-
-
-

6
0
.
9

B

3
1
.
1

B

5
0

B

-
-
-

3
4
.
7
0

B

1
4
9

B

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

4
6
.
3

B
01
/
1
5
/
0
4

-
-
-
50
0
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
6
/
0
4

-
-
-
50
0
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
8
/
0
5

-
-
-
50
0
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
1
/
0
5

-
-
-
50
0
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
2
1
/
0
5

-
-
-
50
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
1
8
/
0
6

-
-
-
50
0
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
03
/
1
4
/
0
6

-
-
-
20
75
.
7

-
-
-

-
-
-

7
1
.
6

N
D

2
0

-
-
-

3
7
.
0

4
7
.
9

8
9
.
5

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
6
/
0
6

-
-
-
50
0
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
2
1
/
0
6

-
-
-
20
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
0
3
/
0
6

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
3
/
0
7

-
-
-
10
0
60
.
0

J

-
-
-

-
-
-

8
2
.
5

J

-
-
-

-
-
-

1
7
.
1

J

2
8
.
4

J

4
1
.
3

J

1
0
7

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
5
/
0
7

-
-
-
10
0
65
.
3

J

-
-
-

-
-
-

9
1
.
7

J

-
-
-

-
-
-

8
8
.
5

J

3
0
.
1

J

4
2
.
8

J

1
3
2

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
7
/
0
8

-
-
-
10
0
69
.
5

J

-
-
-

-
-
-

1
0
3

-
-
-

-
-
-

1
1
.
0

J

6
0
.
5

J

4
8
.
2

J

1
4
3

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

0
.
3

J
07
/
2
3
/
0
8

-
-
-
10
0
71
.
1

J

-
-
-

-
-
-

1
0
7

-
-
-

-
-
-

9
.
4

J

5
6
.
8

J

5
1
.
6

J

1
9
7

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
.
3

J
08
/
1
1
/
0
8

-
-
-
10
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

5
2
.
3

J

-
-
-

N
D
01
/
0
6
/
0
9

-
-
-
10
0
70
.
4

J

-
-
-

-
-
-

1
1
1

-
-
-

-
-
-

8
.
6

J

5
4
.
8

J

4
8
.
4

J

1
8
9

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
0
8
/
0
9

-
-
-
10
0
77
.
2

J

-
-
-

-
-
-

1
2
0

-
-
-

-
-
-

5
2
.
5

J

2
9
.
5

J

5
3
.
4

J

1
9
5

-
-
-

-
-
-

-
-
-

-
-
-

4
7
8

-
-
-

N
D
01
/
1
9
/
1
0

-
-
-
10
0
77
.
1

J

-
-
-

-
-
-

1
1
4

-
-
-

-
-
-

4
3
.
7

J

2
9
.
8

J

4
9
.
1

J

1
7
6

-
-
-

-
-
-

-
-
-

-
-
-

5
3
.
8

J

-
-
-

0
.
3

J
06
/
0
2
/
1
0

-
-
-
10
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

4
6
.
1

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
7
/
1
0

-
-
-
10
0
72
.
8

J

-
-
-

-
-
-

1
1
7

-
-
-

-
-
-

2
3
.
9

J

2
7
.
1

J

4
6
.
6

J

1
3
4

3
8
.
2

-
-
-

-
-
-

-
-
-

5
5
.
6

J

-
-
-

N
D
11
/
2
2
/
1
0

-
-
-
10
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
8
.
1

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
4
/
1
1

-
-
-
10
0
78
.
9

J

-
-
-

-
-
-

1
3
1

-
-
-

-
-
-

9
.
7

J

4
9
.
0

J

5
4
.
3

J

1
4
7

4
6
.
4

-
-
-

-
-
-

-
-
-

7
2
.
7

J

-
-
-

N
D
07
/
2
5
/
1
1

-
-
-
10
0
78
.
4

J

-
-
-

-
-
-

1
5
0

-
-
-

-
-
-

1
1
.
8

J

4
0
.
3

J

6
0
.
5

J

1
8
1

3
2
.
8

-
-
-

-
-
-

-
-
-

1
0
3

-
-
-

N
D
01
/
0
5
/
1
2

-
-
-
10
0
69
.
0

J

-
-
-

-
-
-

1
3
7

-
-
-

-
-
-

8
.
2

J

4
0
.
1

J

5
6
.
6

J

1
4
3

3
9
.
4

-
-
-

-
-
-

-
-
-

7
8
.
4

J

-
-
-

0
.
1

J
07
/
0
3
/
1
2

-
-
-
10
0
68
.
8

J

-
-
-

-
-
-

1
4
1

-
-
-

-
-
-

1
1
.
4

J

2
6
.
5

J

5
7
.
0

J

1
6
9

4
3
.
1

-
-
-

-
-
-

-
-
-

1
2
8

-
-
-

0
.
8

J
01
/
3
0
/
1
3

-
-
-
10
0
67
.
1

J

-
-
-

-
-
-

1
4
8

-
-
-

-
-
-

1
1
.
8

J

2
4
.
7

J

5
9
.
2

J

1
5
6

2
9
.
6

-
-
-

-
-
-

-
-
-

3
2
3

-
-
-

N
D
04
/
1
0
/
1
3

-
-
-
10
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
3
1
.
0

-
-
-

-
-
-

-
-
-

-
-
-

N
D
05
/
0
9
/
1
3

-
-
-
10
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

6
6
.
4

J

-
-
-

-
-
-

-
-
-

-
-
-

N
D
06
/
1
2
/
1
3

-
-
-
10
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

7
0
.
8

J

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
1
3

-
-
-
10
0
60
.
1

J

-
-
-

-
-
-

1
5
1

-
-
-

-
-
-

3
1
.
7

J

2
6
.
9

J

6
2
.
7

J

1
7
2

2
2
8

1
4
6

-
-
-

-
-
-

4
5
0

-
-
-

0
.
3

J
01
/
3
0
/
1
4

1
0
0
10
0
59
.
8

J

-
-
-

-
-
-

1
6
7

-
-
-

-
-
-

1
9
.
8

J

2
8
.
6

J

6
7
.
6

J

2
4
6

1
7
7

1
3
4

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
2
/
1
4

0
.
1
10
0
53
.
3

J

-
-
-

-
-
-

1
7
4

-
-
-

-
-
-

1
3
.
6

J

2
9
.
4

J

6
8
.
7

J

1
7
8

1
4
1

6
9

J

-
-
-

-
-
-

5
9
.
7

J

6
0
.
1

J

0
.
2
6

J
01
/
2
6
/
1
5

0
.
1
0
10
0
50
.
1

J

-
-
-

-
-
-

1
8
6

-
-
-

-
-
-

1
0
.
0

J

3
5
.
1

J

7
4
.
3

J

1
8
7

9
6
.
8

J

1
1
1

-
-
-

-
-
-

6
5
.
8

J

6
7
.
9

J

N
D
07
/
2
8
/
1
5

0
.
3
0
10
0
45
.
6

J

-
-
-

-
-
-

1
6
2

-
-
-

-
-
-

1
0
.
2

J

3
0
.
1

J

7
5
.
4

J

1
3
7

5
8
.
0

J

5
1
.
6

J

-
-
-

-
-
-

6
1
.
0

J

7
9
.
7

J

0
.
4
1

J
01
/
2
8
/
1
6

0
.
3
0
10
0
--
-

9
0
.
7

J

-
-
-

2
1
1

-
-
-

-
-
-

1
6
.
5

J

2
7
.
3

J

8
1
.
5

J

1
9
2

6
7
.
6

J

5
0
.
5

J

-
-
-

3
8
.
2

J

1
7
9

1
4
0

0
.
3
7

J
07
/
2
8
/
1
6

0
.
3
0
10
0
--
-

7
5
.
2

J

-
-
-

2
2
7

-
-
-

-
-
-

1
0
.
5

J

3
0
.
2

J

8
8
.
4

J

1
8
9

8
6
.
1

J

5
2
.
2

J

1
7
.
1

J

1
9
.
5

J

5
5

J

d
r
y

0
.
5
9

J
Fo
o
t
h
i
l
l
s

R
e
g
i
o
n
a
l

L
a
n
d
f
i
l
l
Pe
r
m
i
t

N
o
.

1
4
-
0
3
Pa
g
e

2

o
f

3
0
Joyce Engineering
AP
P
E
N
D
I
X

D
:

H
i
s
t
o
r
i
c
a
l

G
r
o
u
n
d
w
a
t
e
r

C
o
n
s
t
i
t
u
e
n
t
s
/
A
n
a
l
y
t
e
s
Sa
m
p
l
e
An
a
l
y
t
e
Co
l
l
e
c
t
i
o
n

D
a
t
e
DL

S
W
S
L
MW
-
1

M
W
-
1
R

M
W
-
2

M
W
-
2
R

M
W
-
3

M
W
-
3
R

M
W
-
3
R
2

M
W
-
4

M
W
-
5

M
W
-
6

M
W
-
7

M
W
-
8

M
W
-
9

M
W
-
1
0

U
D
-
1

U
D
-
2
Blanks
Be
r
y
l
l
i
u
m

0
8
/
1
0
/
9
8

-
-
-
2
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
GW
P
S

=

4

µ
g
/
L

0
1
/
2
7
/
9
9

-
-
-
2
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
1
9
/
9
9

-
-
-
2
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
7
/
9
9

-
-
-
2
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
9
/
9
9

-
-
-
2
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
10
/
1
2
/
9
9

-
-
-
2
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
12
/
0
6
/
9
9

-
-
-
2
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
5
/
0
0

-
-
-
2
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
1
/
0
0

-
-
-
2
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
9
/
0
1

-
-
-
2
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
7
/
0
1

-
-
-
2
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
11
/
2
7
/
0
1

-
-
-
2
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
2
/
0
2

-
-
-
2
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
0
2

-
-
-
2
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
3
0
/
0
3

-
-
-
0.2
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

0
.
3
6

0
.
3
7
4

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
3
0
/
0
3

-
-
-
0.2
ND

-
-
-

-
-
-

N
D

N
D

0
.
5
4

-
-
-

N
D

0
.
4
6
9

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
1
5
/
0
4

-
-
-
2
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
6
/
0
4

-
-
-
2
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
8
/
0
5

-
-
-
2
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
1
/
0
5

-
-
-
2
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
2
1
/
0
5

-
-
-
2
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

2
.
5
4

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
1
8
/
0
6

-
-
-
2
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
03
/
1
4
/
0
6

-
-
-
1
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
6
/
0
6

-
-
-
2
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
2
1
/
0
6

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
0
3
/
0
6

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
3
/
0
7

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
5
/
0
7

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
7
/
0
8

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
3
/
0
8

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

0
.
6
0

J

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
1
1
/
0
8

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

0
.
1
0

J
01
/
0
6
/
0
9

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

0
.
6
0

J

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
0
8
/
0
9

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

0
.
8
9

J

-
-
-

-
-
-

-
-
-

-
-
-
4.44 ---

N
D
01
/
1
9
/
1
0

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

0
.
8
1

J

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
06
/
0
2
/
1
0

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
7
/
1
0

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

0
.
4
7

J

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
11
/
2
2
/
1
0

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
4
/
1
1

-
-
-
1
0.1
5

J

-
-
-

-
-
-

0
.
1
2

J

-
-
-

-
-
-

0
.
1
2

J

0
.
1
3

J

N
D

0
.
7
3

J

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
07
/
2
5
/
1
1

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

0
.
7
2

J

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
0
5
/
1
2

-
-
-
1.0
0
0.0
8

J

-
-
-

-
-
-

0
.
0
8

J

-
-
-

-
-
-

N
D

0
.
0
7

J

N
D

0
.
6
6

J

0
.
5
7

-
-
-

-
-
-

-
-
-

0
.
1
4

J

-
-
-

N
D
07
/
0
3
/
1
2

-
-
-
1.0
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

0
.
9

J

0
.
2
3

-
-
-

-
-
-

-
-
-

0
.
3
9

J

-
-
-

N
D
01
/
3
0
/
1
3

-
-
-
1.0
0
0.1
2

J

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

0
.
8
2

J

0
.
2
4

-
-
-

-
-
-

-
-
-

0
.
2
4

J

-
-
-

N
D
04
/
1
0
/
1
3

-
-
-
1.0
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

0
.
8
5

J

-
-
-

-
-
-

-
-
-

-
-
-

N
D
05
/
0
9
/
1
3

-
-
-
1.0
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

0
.
4
3

J

-
-
-

-
-
-

-
-
-

-
-
-

N
D
06
/
1
2
/
1
3

-
-
-
1.0
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

0
.
3
6

J

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
1
3

-
-
-
1.0
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

0
.
1
4

J

N
D

0
.
7
3

J

1
.
3
3

1
.
1
8

-
-
-

-
-
-

0
.
4
1

J

-
-
-

N
D
01
/
3
0
/
1
4

1
.
0
0
1.0
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

0
.
1
6

J

N
D

1
.
5
0

0
.
6
1

J

1
.
2
1

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
2
/
1
4

0
.
0
5
1.0
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

0
.
2
0

J

N
D

0
.
6
9

J

0
.
5
0

J

0
.
3
9

J

-
-
-

-
-
-

N
D

N
D

N
D
01
/
2
6
/
1
5

0
.
0
5
1.0
0
0.0
6

J

-
-
-

-
-
-

0
.
1
1

J

-
-
-

-
-
-

N
D

0
.
1
0

J

0
.
0
7

J

0
.
7
2

J

0
.
4
5

J

0
.
8
1

J

-
-
-

-
-
-

N
D

0
.
0
8

J

N
D
07
/
2
8
/
1
5

0
.
0
9
1.0
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

0
.
6
8

J

0
.
2
5

J

0
.
3
0

J

-
-
-

-
-
-

N
D

0
.
1
9

J

N
D
01
/
2
8
/
1
6

0
.
0
9
1.0
0
--
-

N
D

-
-
-

0
.
1
0

J

-
-
-

-
-
-

N
D

0
.
1
1

J

N
D

0
.
7
0

J

0
.
3
6

J

0
.
3
5

J

-
-
-

0
.
1
2

J

0
.
5
5

J

0
.
1
9

J

N
D
07
/
2
8
/
1
6

0
.
0
9
1.0
0
--
-

N
D

-
-
-

0
.
1
2

J

-
-
-

-
-
-

N
D

N
D

N
D

0
.
6
1

J

0
.
4
1

J

0
.
3
5

J

N
D

N
D

N
D

d
r
y

N
D
Fo
o
t
h
i
l
l
s

R
e
g
i
o
n
a
l

L
a
n
d
f
i
l
l
Pe
r
m
i
t

N
o
.

1
4
-
0
3
Pa
g
e

3

o
f

3
0
Joyce Engineering
AP
P
E
N
D
I
X

D
:

H
i
s
t
o
r
i
c
a
l

G
r
o
u
n
d
w
a
t
e
r

C
o
n
s
t
i
t
u
e
n
t
s
/
A
n
a
l
y
t
e
s
Sa
m
p
l
e
An
a
l
y
t
e
Co
l
l
e
c
t
i
o
n

D
a
t
e
DL

S
W
S
L
MW
-
1

M
W
-
1
R

M
W
-
2

M
W
-
2
R

M
W
-
3

M
W
-
3
R

M
W
-
3
R
2

M
W
-
4

M
W
-
5

M
W
-
6

M
W
-
7

M
W
-
8

M
W
-
9

M
W
-
1
0

U
D
-
1

U
D
-
2
Blanks
Ca
d
m
i
u
m

0
8
/
1
0
/
9
8

-
-
-
1
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
NC

2
L

=

2

µ
g
/
L

0
1
/
2
7
/
9
9

-
-
-
1
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
1
9
/
9
9

-
-
-
1
ND

-
-
-
2.0
---

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
7
/
9
9

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
9
/
9
9

-
-
-
1
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
10
/
1
2
/
9
9

-
-
-
1
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
12
/
0
6
/
9
9

-
-
-
1
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
5
/
0
0

-
-
-
1
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
1
/
0
0

-
-
-
1
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
9
/
0
1

-
-
-
1
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
7
/
0
1

-
-
-
1
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
11
/
2
7
/
0
1

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
2
/
0
2

-
-
-
1
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
0
2

-
-
-
1
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
3
0
/
0
3

-
-
-
5
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
3
0
/
0
3

-
-
-
5
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
1
5
/
0
4

-
-
-
5
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
6
/
0
4

-
-
-
5
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
8
/
0
5

-
-
-
5
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
1
/
0
5

-
-
-
5
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
1
8
/
0
6

-
-
-
5
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
1
9
/
0
6

-
-
-
5
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
03
/
1
4
/
0
6

-
-
-
1
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
6
/
0
6

-
-
-
5
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
2
1
/
0
6

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
0
3
/
0
6

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
3
/
0
7

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
5
/
0
7

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
7
/
0
8

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
3
/
0
8

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
1
1
/
0
8

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
0
6
/
0
9

-
-
-
1
0.4

J

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
0
8
/
0
9

-
-
-
1
0.2

B

-
-
-

-
-
-

0
.
2

B

-
-
-

-
-
-

0
.
3

B

N
D

0
.
0
8
7
9

B

0
.
3

B

-
-
-

-
-
-

-
-
-

-
-
-

0
.
8
5

J

-
-
-

0
.
1
4

J
01
/
1
9
/
1
0

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

0
.
1

J

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
06
/
0
2
/
1
0

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
7
/
1
0

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
11
/
2
2
/
1
0

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
4
/
1
1

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
07
/
2
5
/
1
1

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
0
5
/
1
2

-
-
-

1
.
0
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

0
.
0
8

J

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
07
/
0
3
/
1
2

-
-
-

1
.
0
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

0
.
1
2

J

0
.
1
0

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
3
0
/
1
3

-
-
-

1
.
0
0

0
.
2
9

J

-
-
-

-
-
-

0
.
1
3

J

-
-
-

-
-
-

N
D

0
.
0
8

J

0
.
2
5

J

0
.
1
6

J

0
.
0
7

-
-
-

-
-
-

-
-
-

0
.
1
5

J

-
-
-

N
D
04
/
1
0
/
1
3

-
-
-

1
.
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

0
.
0
9

J

-
-
-

-
-
-

-
-
-

-
-
-

N
D
05
/
0
9
/
1
3

-
-
-

1
.
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

0
.
0
8

J

-
-
-

-
-
-

-
-
-

-
-
-

N
D
06
/
1
2
/
1
3

-
-
-

1
.
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

0
.
1
3

J

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
1
3

-
-
-

1
.
0
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

0
.
1
1

J

N
D

0
.
1
7

J

0
.
2
9

J

0
.
1
8

J

-
-
-

-
-
-

0
.
1
1

J

-
-
-

N
D
01
/
3
0
/
1
4

1
.
0
0

1
.
0
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

0
.
0
9

J

N
D

N
D

0
.
1
5

J

0
.
2
0

J

0
.
2
9

J

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
2
/
1
4

0
.
0
5

1
.
0
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

0
.
0
7

J

N
D

N
D

0
.
0
9

J

0
.
1
2

J

0
.
1
5

J

-
-
-

-
-
-

N
D

N
D

N
D
01
/
2
6
/
1
5

0
.
0
5

1
.
0
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

0
.
1
1

J

0
.
1
0

J

0
.
1
8

J

-
-
-

-
-
-

N
D

N
D

N
D
07
/
2
8
/
1
5

0
.
1
0

1
.
0
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

0
.
2
0

J

0
.
1
1

J

0
.
1
0

J

-
-
-

-
-
-

N
D

N
D

N
D
01
/
2
8
/
1
6

0
.
1
0

1
.
0
0

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

0
.
1
1

J

N
D

N
D

-
-
-

N
D

N
D

N
D

N
D
07
/
2
8
/
1
6

0
.
1
0

1
.
0
0

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

0
.
1
9

J

0
.
1
2

J

0
.
1
3

J

N
D

N
D

N
D

d
r
y

N
D
Fo
o
t
h
i
l
l
s

R
e
g
i
o
n
a
l

L
a
n
d
f
i
l
l
Pe
r
m
i
t

N
o
.

1
4
-
0
3
Pa
g
e

4

o
f

3
0
Joyce Engineering
AP
P
E
N
D
I
X

D
:

H
i
s
t
o
r
i
c
a
l

G
r
o
u
n
d
w
a
t
e
r

C
o
n
s
t
i
t
u
e
n
t
s
/
A
n
a
l
y
t
e
s
Sa
m
p
l
e
An
a
l
y
t
e
Co
l
l
e
c
t
i
o
n

D
a
t
e
DL

S
W
S
L
MW
-
1

M
W
-
1
R

M
W
-
2

M
W
-
2
R

M
W
-
3

M
W
-
3
R

M
W
-
3
R
2

M
W
-
4

M
W
-
5

M
W
-
6

M
W
-
7

M
W
-
8

M
W
-
9

M
W
-
1
0

U
D
-
1

U
D
-
2
Blanks
Ch
r
o
m
i
u
m

0
8
/
1
0
/
9
8

-
-
-
10
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
NC

2
L

=

1
0

µ
g
/
L

0
1
/
2
7
/
9
9

-
-
-
10
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
1
9
/
9
9

-
-
-
10
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
7
/
9
9

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
9
/
9
9

-
-
-
10
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
10
/
1
2
/
9
9

-
-
-
10
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
12
/
0
6
/
9
9

-
-
-
10
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
5
/
0
0

-
-
-
10
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
1
/
0
0

-
-
-
10
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
9
/
0
1

-
-
-
10
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
7
/
0
1

-
-
-
10
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
11
/
2
7
/
0
1

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
2
/
0
2

-
-
-
10
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
0
2

-
-
-
10
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

1
0
.
0

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
3
0
/
0
3

-
-
-
5
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
3
0
/
0
3

-
-
-
5
ND

-
-
-

-
-
-

N
D

N
D

5
.
6
4

-
-
-

N
D

8
.
6
6

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
1
5
/
0
4

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
6
/
0
4

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D
21
.
5
---

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
8
/
0
5

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
1
/
0
5

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
2
1
/
0
5

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
36
.
1
---

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
1
8
/
0
6

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
03
/
1
4
/
0
6

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
6
/
0
6

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
2
1
/
0
6

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
0
3
/
0
6

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
3
/
0
7

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
5
/
0
7

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
7
/
0
8

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
3
/
0
8

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
1
1
/
0
8

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
0
6
/
0
9

-
-
-
10
2.6
0

B

-
-
-

-
-
-

2
.
2

B

-
-
-

-
-
-

2
.
5
0

B

N
D
15
.
4
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

2
.
5
0

J
07
/
0
8
/
0
9

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

3
.
7
3

J

N
D

1
.
5
3

J

1
.
1
4

J

-
-
-

-
-
-

-
-
-

-
-
-
31.10 ---

N
D
01
/
1
9
/
1
0

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

2
.
8
4

J

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
06
/
0
2
/
1
0

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

5
.
8
7

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
7
/
1
0

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

1
.
4
9

J

N
D

N
D

1
.
0
7

J

4
.
8
2

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
11
/
2
2
/
1
0

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

2
.
3
6

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
4
/
1
1

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

6
.
5
6

-
-
-

-
-
-

-
-
-

1
.
0
2

J

-
-
-

N
D
07
/
2
5
/
1
1

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

1
.
2
8

J

N
D

N
D

1
.
5
7

J

4
.
1
9

-
-
-

-
-
-

-
-
-

2
.
9
9

J

-
-
-

N
D
01
/
0
5
/
1
2

-
-
-
10
.
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

4
.
1
5

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
07
/
0
3
/
1
2

-
-
-
10
.
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

1
.
8
7

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
3
0
/
1
3

-
-
-
10
.
0
ND

-
-
-

-
-
-

1
.
1
8

J

-
-
-

-
-
-

1
.
9
6

J

N
D

1
.
0
3

J

1
.
3
8

J

3
.
9
5

-
-
-

-
-
-

-
-
-

9
.
1
9

J

-
-
-

N
D
04
/
1
0
/
1
3

-
-
-
10
.
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
0
.
6

-
-
-

-
-
-

-
-
-

-
-
-

1
.
4
4

J
05
/
0
9
/
1
3

-
-
-
10
.
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

0
.
9
3

B

-
-
-

-
-
-

-
-
-

-
-
-

1
.
2
0

J
06
/
1
2
/
1
3

-
-
-
10
.
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
1
3

-
-
-
10
.
0
1.5
5

B

-
-
-

-
-
-

1
.
7
9

B

-
-
-

-
-
-

2
.
4
1

B

1
.
0
3

B

1
.
4
8

B

1
.
6
1

B

1
2
.
4
0

B

5
.
9
8

B

-
-
-

-
-
-

1
3
.
8

B

-
-
-

0
.
7
3

J
01
/
3
0
/
1
4

1
0
.
0

1
0
.
0

0
.
7
5

B

-
-
-

-
-
-

1
.
1
1

B

-
-
-

-
-
-

1
.
8
8

B

1
.
2
8

B

1
.
2
7

B

7
.
4
5

B

6
.
8
7

B

5
.
3
4

B

-
-
-

-
-
-

-
-
-

-
-
-

2
.
8
4

J
07
/
2
2
/
1
4

0
.
7

1
0
.
0

N
D

-
-
-

-
-
-

1
.
1
1

B

-
-
-

-
-
-

3
.
3
8

B

1
.
0
7

B

0
.
9
6

B

2
.
4
6

B

8
.
9
9

B

2
.
1
5

B

-
-
-

-
-
-

N
D

1
.
5
3

B

3
.
1
4

J
01
/
2
6
/
1
5

0
.
7
3

1
0
.
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

1
.
0
2

J

5
.
5
3

J

4
.
7
3

J

-
-
-

-
-
-

N
D

N
D

N
D
07
/
2
8
/
1
5

0
.
4
3

1
0
.
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

0
.
6
4

J

4
.
0
2

J

N
D

-
-
-

-
-
-

N
D

N
D

N
D
01
/
2
8
/
1
6

0
.
4
3

1
0
.
0

-
-
-

0
.
7
0

J

-
-
-

N
D

-
-
-

-
-
-

0
.
7
5

J

N
D

0
.
7
6

J

0
.
5
7

J

4
.
0
1

J

N
D

-
-
-

3
.
9
1

J

9
.
7
1

J

6
.
0
4

J

N
D
07
/
2
8
/
1
6

0
.
4
3

1
0
.
0

-
-
-

0
.
4
6

J

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

0
.
8
6

J

N
D

5
.
6
0

J

N
D

N
D

1
.
4
5

J

0
.
6
5

J

d
r
y

N
D
Fo
o
t
h
i
l
l
s

R
e
g
i
o
n
a
l

L
a
n
d
f
i
l
l
Pe
r
m
i
t

N
o
.

1
4
-
0
3
Pa
g
e

5

o
f

3
0
Joyce Engineering
AP
P
E
N
D
I
X

D
:

H
i
s
t
o
r
i
c
a
l

G
r
o
u
n
d
w
a
t
e
r

C
o
n
s
t
i
t
u
e
n
t
s
/
A
n
a
l
y
t
e
s
Sa
m
p
l
e
An
a
l
y
t
e
Co
l
l
e
c
t
i
o
n

D
a
t
e
DL

S
W
S
L
MW
-
1

M
W
-
1
R

M
W
-
2

M
W
-
2
R

M
W
-
3

M
W
-
3
R

M
W
-
3
R
2

M
W
-
4

M
W
-
5

M
W
-
6

M
W
-
7

M
W
-
8

M
W
-
9

M
W
-
1
0

U
D
-
1

U
D
-
2
Blanks
Co
b
a
l
t

0
8
/
1
0
/
9
8

-
-
-
10
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
GW
P
S

=

1

µ
g
/
L

0
1
/
2
7
/
9
9

-
-
-
10
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
1
9
/
9
9

-
-
-
10
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
7
/
9
9

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
9
/
9
9

-
-
-
10
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
10
/
1
2
/
9
9

-
-
-
10
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
12
/
0
6
/
9
9

-
-
-
10
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
5
/
0
0

-
-
-
10
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
1
/
0
0

-
-
-
10
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
9
/
0
1

-
-
-
10
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
7
/
0
1

-
-
-
10
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-
10
.
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
11
/
2
7
/
0
1

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
2
/
0
2

-
-
-
10
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
0
2

-
-
-
10
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-
20
.
0
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
3
0
/
0
3

-
-
-
5
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-
14
.
0
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
3
0
/
0
3

-
-
-
5
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-
15
.
6
5.6
6

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
1
5
/
0
4

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-
16
.
0
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
6
/
0
4

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-
15
.
8
10
.
7

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
8
/
0
5

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

1
3
.
4

B

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

3
1
.
6
0
07
/
2
1
/
0
5

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-
17
.
7
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
2
1
/
0
5

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
17
.
1
---

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
1
8
/
0
6

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-
15
.
4
ND

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
6
/
0
6

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-
18
.
9
ND

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
2
1
/
0
6

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
0
3
/
0
6

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
3
/
0
7
--
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D
17
.
9
ND
10
.
9
---

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
5
/
0
7
--
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D
19
.
5
ND

7
.
0
0

J

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
7
/
0
8
--
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

8
.
7

J

N
D

6
.
9
0

J

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
3
/
0
8
--
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D
10
.
2
ND

8
.
5
0

J

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
1
1
/
0
8
--
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

5
.
6
0

J

-
-
-

N
D
01
/
0
6
/
0
9
--
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D
12
.
2
ND

5
.
4
0

J

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
0
8
/
0
9
--
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

1
.
6
2

J
27
.
0
ND

4
.
7
7

J

-
-
-

-
-
-

-
-
-

-
-
-
26.3 ---

N
D
01
/
1
9
/
1
0
--
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

0
.
5
6

J
22
.
6
ND

5
.
9
9

J

-
-
-

-
-
-

-
-
-

-
-
-

5
.
9
3

J

-
-
-

N
D
06
/
0
2
/
1
0
--
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
2.9
4
---

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
7
/
1
0
--
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D
20
.
8
ND

2
.
6
0

J
1.4
6
---

-
-
-

-
-
-

5
.
9
8

J

-
-
-

N
D
11
/
2
2
/
1
0
--
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
4
/
1
1
--
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D
16
.
4
ND

4
.
0
6

J
2.5
1
---

-
-
-

-
-
-

9
.
3
0

J

-
-
-

N
D
07
/
2
5
/
1
1
--
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D
23
.
8
ND

5
.
2
0

J
1.5
6
---

-
-
-

-
-
-

8
.
1
2

J

-
-
-

N
D
01
/
0
5
/
1
2
--
-
10
.
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

0
.
2

J
18
.
2
ND

5
.
6
4

J
1.7
6
---

-
-
-

-
-
-

7
.
5
7

J

-
-
-

N
D
07
/
0
3
/
1
2
--
-
10
.
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

0
.
3
6

J
25
.
4
ND

4
.
4
8

J
1.5
6
---

-
-
-

-
-
-
11.5 ---

N
D
01
/
3
0
/
1
3
--
-
10
.
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

0
.
2
9

J
23
.
1
ND

4
.
3
2

J

0
.
9
9

-
-
-

-
-
-

-
-
-
24.7 ---

N
D
04
/
1
0
/
1
3
--
-
10
.
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

7
.
3
2

J

-
-
-

-
-
-

-
-
-

-
-
-

N
D
05
/
0
9
/
1
3
--
-
10
.
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

0
.
2
8

J

-
-
-

-
-
-

-
-
-

-
-
-

N
D
06
/
1
2
/
1
3
--
-
10
.
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
.
5
5

J

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
1
3
--
-
10
.
0
ND

-
-
-

-
-
-

0
.
1
8

J

-
-
-

-
-
-

0
.
1
8

J
23
.
1
0.1
2

J

4
.
3
8

J

3
.
6
6

J

6
.
0
4

J

-
-
-

-
-
-
26.2 ---

N
D
01
/
3
0
/
1
4

1
0
.
0
10
.
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

0
.
6
0

J
22
.
6
ND

6
.
8
2

J

1
.
0
5

J

3
.
5
5

J

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
2
/
1
4

0
.
3
10
.
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

1
.
8
4

J
21
.
2
ND

4
.
4
8

J

1
.
7
0

J

2
.
2
4

J

-
-
-

-
-
-

7
.
1
0

J
11.9 ND
01
/
2
6
/
1
5

0
.
2
6
10
.
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

0
.
3
9

J
19
.
0
ND

4
.
8
8

J

1
.
4
0

J

3
.
5
3

J

-
-
-

-
-
-

7
.
3
4

J
16.0 ND
07
/
2
8
/
1
5

0
.
2
9
10
.
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D
19
.
0
ND

4
.
6
0

J

0
.
7
0

J

1
.
0
5

J

-
-
-

-
-
-

6
.
9
6

J
16.0 ND
01
/
2
8
/
1
6

0
.
2
9
10
.
0
--
-

0
.
5
5

J

-
-
-

N
D

-
-
-

-
-
-

0
.
3
7

J
19
.
1
ND

4
.
9
4

J

0
.
6
2

J

4
.
1
9

J

-
-
-

1
.
8
5

J
10.3 8.9

J

N
D
07
/
2
8
/
1
6

0
.
2
9
10
.
0
--
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D
18
.
7
ND

5
.
0
1

J

1
.
1
1

J

1
.
6
6

J

1
.
8
1

J

0
.
5
4

J

2
.
3

J

d
r
y

N
D
Fo
o
t
h
i
l
l
s

R
e
g
i
o
n
a
l

L
a
n
d
f
i
l
l
Pe
r
m
i
t

N
o
.

1
4
-
0
3
Pa
g
e

6

o
f

3
0
Joyce Engineering
AP
P
E
N
D
I
X

D
:

H
i
s
t
o
r
i
c
a
l

G
r
o
u
n
d
w
a
t
e
r

C
o
n
s
t
i
t
u
e
n
t
s
/
A
n
a
l
y
t
e
s
Sa
m
p
l
e
An
a
l
y
t
e
Co
l
l
e
c
t
i
o
n

D
a
t
e
DL

S
W
S
L
MW
-
1

M
W
-
1
R

M
W
-
2

M
W
-
2
R

M
W
-
3

M
W
-
3
R

M
W
-
3
R
2

M
W
-
4

M
W
-
5

M
W
-
6

M
W
-
7

M
W
-
8

M
W
-
9

M
W
-
1
0

U
D
-
1

U
D
-
2
Blanks
Co
p
p
e
r
08
/
1
0
/
9
8
--
-
20
0
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
---
---

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
NC

2
L

=

1
0
0
0

µ
g
/
L
01
/
2
7
/
9
9
--
-
20
0
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
1
9
/
9
9
--
-
20
0
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
7
/
9
9
--
-
20
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
9
/
9
9
--
-
20
0
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
10
/
1
2
/
9
9
--
-
20
0
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
12
/
0
6
/
9
9
--
-
20
0
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
5
/
0
0
--
-
20
0
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
1
/
0
0
--
-
20
0
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
9
/
0
1
--
-
20
0
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
7
/
0
1
--
-
20
0
ND

-
-
-

D
r
y
---

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
11
/
2
7
/
0
1
--
-
20
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
2
/
0
2
--
-
20
0
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
0
2
--
-
20
0
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
3
0
/
0
3
--
-
5
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
3
0
/
0
3
--
-
5
ND

-
-
-

-
-
-

N
D

N
D

1
4
.
7

-
-
-

N
D

6
.
9
4

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
1
5
/
0
4
--
-
20
0
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
6
/
0
4
--
-
20
0
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
8
/
0
5
--
-
20
0
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
1
/
0
5

-
-
-
20
0
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
2
1
/
0
5

-
-
-
20
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
1
8
/
0
6

-
-
-
20
0
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
03
/
1
4
/
0
6

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
6
/
0
6

-
-
-
20
0
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
2
1
/
0
6

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
0
3
/
0
6

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
3
/
0
7

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
5
/
0
7

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
7
/
0
8

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

0
.
6
0

J
07
/
2
3
/
0
8

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
1
1
/
0
8

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
0
6
/
0
9

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
0
8
/
0
9

-
-
-
10
ND

-
-
-

-
-
-

0
.
9
9
4

J

-
-
-

-
-
-

1
.
7
7

J

1
.
0
8

J

N
D

0
.
9
3
8

J

-
-
-

-
-
-

-
-
-

-
-
-

2
0
.
2

-
-
-

N
D
01
/
1
9
/
1
0

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

1
.
9
8

J
06
/
0
2
/
1
0

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

7
.
9
8

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
7
/
1
0

-
-
-
10
2.3
9

B

-
-
-

-
-
-

2
.
4
3

B

-
-
-

-
-
-

2
.
4
8

B

N
D

N
D

1
.
8
2

B

7
.
1
4

-
-
-

-
-
-

-
-
-

N
D

-
-
-

2

J
11
/
2
2
/
1
0

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
.
6
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
4
/
1
1

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

5
.
7
8

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
07
/
2
5
/
1
1

-
-
-
10
1.9
8

B

-
-
-

-
-
-

1
.
6
1

B

-
-
-

-
-
-

1
.
7
5

B

1
.
7
1

B

N
D

N
D

4
.
4
9

-
-
-

-
-
-

-
-
-

2
.
8
2

B

-
-
-

2
.
0
2

J
01
/
0
5
/
1
2

-
-
-

1
0
.
0

0
.
4
4

J

-
-
-

-
-
-

0
.
6
0

J

-
-
-

-
-
-

0
.
6
2

J

0
.
4
7

J

0
.
4
7

J

0
.
4
9

J

8
.
7
9

-
-
-

-
-
-

-
-
-

1
.
0
4

J

-
-
-

N
D
07
/
0
3
/
1
2

-
-
-

1
0
.
0

1
.
2
4

J

-
-
-

-
-
-

0
.
3
8

J

-
-
-

-
-
-

N
D

N
D

N
D

0
.
3
7

J

4
.
2
2

-
-
-

-
-
-

-
-
-

1
.
7
1

J

-
-
-

N
D
01
/
3
0
/
1
3

-
-
-

1
0
.
0

1
.
7
7

B

-
-
-

-
-
-

2
.
6
4

B

-
-
-

-
-
-

0
.
8
5

B

0
.
7
9

B

1
.
6

B

1
.
4
3

B

4
.
5
0

-
-
-

-
-
-

-
-
-

1
7
.
4

-
-
-

0
.
9
6

J
04
/
1
0
/
1
3

-
-
-

1
0
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
7
.
0
0

-
-
-

-
-
-

-
-
-

-
-
-

N
D
05
/
0
9
/
1
3

-
-
-

1
0
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

0
.
7
2

J

-
-
-

-
-
-

-
-
-

-
-
-

N
D
06
/
1
2
/
1
3

-
-
-

1
0
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
.
2
4

B

-
-
-

-
-
-

-
-
-

-
-
-

0
.
4
3

J
07
/
1
5
/
1
3

-
-
-

1
0
.
0

0
.
9
8

J

-
-
-

-
-
-

0
.
8
7

J

-
-
-

-
-
-

0
.
5
1

J

1
.
3
8

J

0
.
7
6

J

0
.
5
0

J

1
1
.
0
0

6
.
7
2

J

-
-
-

-
-
-

1
1
.
4
0

-
-
-

N
D
01
/
3
0
/
1
4

1
0
.
0

1
0
.
0

0
.
4
2

J

-
-
-

-
-
-

0
.
5
7

J

-
-
-

-
-
-

1
.
6
4

J

0
.
5
1

J

0
.
7
7

J

2
.
9
9

J

3
.
6
7

J

5
.
1
3

J

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
2
/
1
4

0
.
2

1
0
.
0

0
.
3
6

B

-
-
-

-
-
-

0
.
4
5

B

-
-
-

-
-
-

1
.
4
0

B

0
.
2
9

B

0
.
4
3

B

0
.
5
5

B

5
.
6
9

B

1
.
5
9

B

-
-
-

-
-
-

0
.
2
5

B

0
.
2
7

B

1
.
2
3

J
01
/
2
6
/
1
5

0
.
2
2

1
0
.
0

0
.
3
4

J

-
-
-

-
-
-

0
.
3
9

J

-
-
-

-
-
-

1
.
3
5

J

N
D

0
.
3
6

J

0
.
6
0

J

4
.
5
2

J

6
.
5
2

J

-
-
-

-
-
-

0
.
4
4

J

0
.
3
6

J

N
D
07
/
2
8
/
1
5

0
.
4
1

1
0
.
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

0
.
6
1

B

N
D

0
.
6
3

B

N
D

2
.
1
7

B

0
.
7
5

B

-
-
-

-
-
-

N
D

1
.
6
4

B

1
.
6
2

J
01
/
2
8
/
1
6

0
.
4
1

1
0
.
0

-
-
-

0
.
9
4

J

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

1
.
7
9

J

N
D

-
-
-

3
.
8
7

J

1
0
.
3

4
.
3
3

J

N
D
07
/
2
8
/
1
6

0
.
4
1

1
0
.
0

-
-
-

1
.
1
6

B

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

4
.
3
5

B

0
.
7
7

B

0
.
4
8

B

1
.
1
7

B

1
.
0

J

d
r
y

1
.
6

J
Fo
o
t
h
i
l
l
s

R
e
g
i
o
n
a
l

L
a
n
d
f
i
l
l
Pe
r
m
i
t

N
o
.

1
4
-
0
3
Pa
g
e

7

o
f

3
0
Joyce Engineering
AP
P
E
N
D
I
X

D
:

H
i
s
t
o
r
i
c
a
l

G
r
o
u
n
d
w
a
t
e
r

C
o
n
s
t
i
t
u
e
n
t
s
/
A
n
a
l
y
t
e
s
Sa
m
p
l
e
An
a
l
y
t
e
Co
l
l
e
c
t
i
o
n

D
a
t
e
DL

S
W
S
L
MW
-
1

M
W
-
1
R

M
W
-
2

M
W
-
2
R

M
W
-
3

M
W
-
3
R

M
W
-
3
R
2

M
W
-
4

M
W
-
5

M
W
-
6

M
W
-
7

M
W
-
8

M
W
-
9

M
W
-
1
0

U
D
-
1

U
D
-
2
Blanks
Le
a
d

0
8
/
1
0
/
9
8

-
-
-
10
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
NC

2
L

=

1
5

µ
g
/
L

0
1
/
2
7
/
9
9

-
-
-
10
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
1
9
/
9
9

-
-
-
10
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-
30
.
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
7
/
9
9

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
9
/
9
9

-
-
-
10
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
10
/
1
2
/
9
9

-
-
-
10
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
12
/
0
6
/
9
9

-
-
-
10
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
5
/
0
0

-
-
-
10
ND

-
-
-

N
D

-
-
-

1
0
.
0
0

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
1
/
0
0

-
-
-
10
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
9
/
0
1

-
-
-
10
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
7
/
0
1

-
-
-
10
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
11
/
2
7
/
0
1

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
2
/
0
2

-
-
-
10
ND

-
-
-

D
r
y
---

N
D

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
0
2

-
-
-
10
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
3
0
/
0
3

-
-
-
5
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
3
0
/
0
3

-
-
-
5
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
1
5
/
0
4

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
6
/
0
4

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
8
/
0
5

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
1
/
0
5

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
2
1
/
0
5

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
3
.
2
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
1
8
/
0
6

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
03
/
1
4
/
0
6

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
6
/
0
6

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
2
1
/
0
6

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
0
3
/
0
6

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
3
/
0
7

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
5
/
0
7

-
-
-
10
2.6
0

J

-
-
-

-
-
-

2
.
7
0

J

-
-
-

-
-
-

3
.
1
0

J

2
.
0
0

J

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
7
/
0
8

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
3
/
0
8

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
1
1
/
0
8

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
0
6
/
0
9

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
0
8
/
0
9

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-
27.5 ---

N
D
01
/
1
9
/
1
0

-
-
-
10
ND

-
-
-

-
-
-

1
.
4
5

J

-
-
-

-
-
-

1
.
2
3

J

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
06
/
0
2
/
1
0

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

2
.
0
7

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
7
/
1
0

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

2
.
8
3

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
11
/
2
2
/
1
0

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
4
/
1
1

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

2
.
3
4

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
07
/
2
5
/
1
1

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

2
.
8
5

J

-
-
-

N
D
01
/
0
5
/
1
2

-
-
-

1
0
.
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

2
.
7
2

-
-
-

-
-
-

-
-
-

0
.
7
8

J

-
-
-

N
D
07
/
0
3
/
1
2

-
-
-

1
0
.
0

0
.
2
5

J

-
-
-

-
-
-

0
.
2
5

J

-
-
-

-
-
-

N
D

N
D

N
D

1
.
0
6

J

1
.
7
0

-
-
-

-
-
-

-
-
-

3
.
2
0

J

-
-
-

N
D
01
/
3
0
/
1
3

-
-
-

1
0
.
0

0
.
4
2

J

-
-
-

-
-
-

0
.
7
8

J

-
-
-

-
-
-

0
.
1
4

J

0
.
2
3

J

0
.
1
8

J

0
.
5
1

J

1
.
0
7

-
-
-

-
-
-

-
-
-

3
.
5
6

J

-
-
-

N
D
04
/
1
0
/
1
3

-
-
-

1
0
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

6
.
1
9

J

-
-
-

-
-
-

-
-
-

-
-
-

N
D
05
/
0
9
/
1
3

-
-
-

1
0
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

0
.
1
7

J

-
-
-

-
-
-

-
-
-

-
-
-

N
D
06
/
1
2
/
1
3

-
-
-

1
0
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

2
.
7
2

J

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
1
3

-
-
-

1
0
.
0

0
.
5
3

J

-
-
-

-
-
-

0
.
5
1

J

-
-
-

-
-
-

0
.
0
8

J

0
.
5
7

J

1
.
9
2

J

0
.
3
8

J

3
.
2
3

J

4
.
7
7

J

-
-
-

-
-
-

4
.
0
1

J

-
-
-

N
D
01
/
3
0
/
1
4

1
0
.
0

1
0
.
0

0
.
0
7

J

-
-
-

-
-
-

0
.
0
9

J

-
-
-

-
-
-

0
.
6
7

J

0
.
9
4

J

N
D

5
.
8
7

J

1
.
3
2

J

3
.
2
0

J

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
2
/
1
4

0
.
1

1
0
.
0

0
.
0
6

B

-
-
-

-
-
-

0
.
0
5

B

-
-
-

-
-
-

0
.
5
0

B

1
.
6
0

J

N
D

0
.
6
2

B

1
.
6
4

J

0
.
9
0

B

-
-
-

-
-
-

N
D

N
D

0
.
2
6

J
01
/
2
6
/
1
5

0
.
0
5

1
0
.
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

0
.
1
1

J

N
D

N
D

0
.
7
1

J

1
.
4
7

J

2
.
4
1

J

-
-
-

-
-
-

N
D

N
D

N
D
07
/
2
8
/
1
5

0
.
0
8

1
0
.
0

N
D

-
-
-

-
-
-

0
.
3
9

J

-
-
-

-
-
-

0
.
0
9

J

N
D

N
D

0
.
2
2

J

0
.
5
9

J

0
.
2
7

J

-
-
-

-
-
-

N
D

0
.
4
8

J

N
D
01
/
2
8
/
1
6

0
.
0
8

1
0
.
0

-
-
-

0
.
1
2

J

-
-
-

N
D

-
-
-

-
-
-

0
.
1
0

J

N
D

N
D

0
.
2
3

J

0
.
5
3

J

N
D

-
-
-

1
.
2
9

J

5
.
3
4

J

2
.
1
8

J

N
D
07
/
2
8
/
1
6

0
.
0
8

1
0
.
0

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

1
.
0
5

J

N
D

N
D

0
.
4
6

J

0
.
4
9

J

d
r
y

N
D
Fo
o
t
h
i
l
l
s

R
e
g
i
o
n
a
l

L
a
n
d
f
i
l
l
Pe
r
m
i
t

N
o
.

1
4
-
0
3
Pa
g
e

8

o
f

3
0
Joyce Engineering
AP
P
E
N
D
I
X

D
:

H
i
s
t
o
r
i
c
a
l

G
r
o
u
n
d
w
a
t
e
r

C
o
n
s
t
i
t
u
e
n
t
s
/
A
n
a
l
y
t
e
s
Sa
m
p
l
e
An
a
l
y
t
e
Co
l
l
e
c
t
i
o
n

D
a
t
e
DL

S
W
S
L
MW
-
1

M
W
-
1
R

M
W
-
2

M
W
-
2
R

M
W
-
3

M
W
-
3
R

M
W
-
3
R
2

M
W
-
4

M
W
-
5

M
W
-
6

M
W
-
7

M
W
-
8

M
W
-
9

M
W
-
1
0

U
D
-
1

U
D
-
2
Blanks
Nic
k
e
l

0
8
/
1
0
/
9
8

-
-
-
50
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
NC

2
L

=

1
0
0

µ
g
/
L

0
1
/
2
7
/
9
9

-
-
-
50
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
1
9
/
9
9

-
-
-
50
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
7
/
9
9

-
-
-
50
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
9
/
9
9

-
-
-
50
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
10
/
1
2
/
9
9

-
-
-
50
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
12
/
0
6
/
9
9

-
-
-
50
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
5
/
0
0

-
-
-
50
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
1
/
0
0

-
-
-
50
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
9
/
0
1

-
-
-
50
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
7
/
0
1

-
-
-
50
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
11
/
2
7
/
0
1

-
-
-
50
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
2
/
0
2

-
-
-
50
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
0
2

-
-
-
50
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
3
0
/
0
3

-
-
-
5
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
3
0
/
0
3

-
-
-
5
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
1
5
/
0
4

-
-
-
50
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
6
/
0
4

-
-
-
50
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
8
/
0
5

-
-
-
50
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
1
/
0
5

-
-
-
50
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
2
1
/
0
5

-
-
-
50
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
1
8
/
0
6

-
-
-
50
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
03
/
1
4
/
0
6

-
-
-
50
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
6
/
0
6

-
-
-
50
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
2
1
/
0
6

-
-
-
50
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
0
3
/
0
6

-
-
-
50
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
3
/
0
7

-
-
-
50
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

2
.
2
0

J

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
5
/
0
7

-
-
-
50
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

2
.
2
0

J

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
7
/
0
8

-
-
-
50
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

2
.
3
0

J

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
3
/
0
8

-
-
-
50
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
1
1
/
0
8

-
-
-
50
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
0
6
/
0
9

-
-
-
50
4.2
0

J

-
-
-

-
-
-

2
.
2
0

J

-
-
-

-
-
-

3
.
5
0

J

2
.
1
0

J

9
.
3

J

2
.
4
0

J

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
0
8
/
0
9

-
-
-
50
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

3
.
8
4

B

1
.
9
0

B

N
D

1
.
9
6

B

-
-
-

-
-
-

-
-
-

-
-
-

1
8
.
5
0

J

-
-
-

1
.
0
9

J
01
/
1
9
/
1
0

-
-
-
50
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

6
.
5
9

J

N
D

1
.
7
4

J

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
06
/
0
2
/
1
0

-
-
-
50
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

3
.
7
6

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
7
/
1
0

-
-
-
50
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

3
.
2
0

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
11
/
2
2
/
1
0

-
-
-
50
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
4
/
1
1

-
-
-
50
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

3
.
6
0

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
07
/
2
5
/
1
1

-
-
-
50
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

2
.
4
4

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
0
5
/
1
2

-
-
-

5
0
.
0

N
D

-
-
-

-
-
-

0
.
3
8

J

-
-
-

-
-
-

0
.
8
1

J

0
.
9
5

J

0
.
4
1

J

0
.
6
5

J

3
.
7
2

-
-
-

-
-
-

-
-
-

2
.
0
1

J

-
-
-

N
D
07
/
0
3
/
1
2

-
-
-

5
0
.
0

N
D

-
-
-

-
-
-

0
.
4
8

J

-
-
-

-
-
-

0
.
4
4

J

2
.
0
3

J

0
.
2
7

J

1
.
0
7

J

3
.
4
5

-
-
-

-
-
-

-
-
-

3
.
2
6

J

-
-
-

N
D
01
/
3
0
/
1
3

-
-
-

5
0
.
0

0
.
3
9

J

-
-
-

-
-
-

1
.
0
0

J

-
-
-

-
-
-

0
.
5
7

J

0
.
9
3

J

0
.
6
8

J

0
.
9
8

J

2
.
8
0

-
-
-

-
-
-

-
-
-

2
9
.
7
0

J

-
-
-

N
D
04
/
1
0
/
1
3

-
-
-

5
0
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
1
.
0
0

J

-
-
-

-
-
-

-
-
-

-
-
-

N
D
05
/
0
9
/
1
3

-
-
-

5
0
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
06
/
1
2
/
1
3

-
-
-

5
0
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
.
5
2

J

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
1
3

-
-
-

5
0
.
0

0
.
6
5

J

-
-
-

-
-
-

0
.
5
0

J

-
-
-

-
-
-

0
.
5
6

J

1
.
0
4

J

0
.
6
3

J

0
.
8
9

J

7
.
1
2

J

9
.
0
3

J

-
-
-

-
-
-

3
6
.
6
0

J

-
-
-

N
D
01
/
3
0
/
1
4

5
0
.
0

5
0
.
0

N
D

-
-
-

-
-
-

0
.
5
8

J

-
-
-

-
-
-

2
.
3
7

J

1
.
0
3

J

0
.
5
1

J

2
.
8
2

J

2
.
7
1

J

5
.
7
0

J

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
2
/
1
4

0
.
2
2

5
0
.
0

0
.
2
4

B

-
-
-

-
-
-

0
.
4
0

B

-
-
-

-
-
-

5
.
8
2

J

0
.
7
9

B

0
.
5
8

B

0
.
9
5

B

4
.
1
6

J

2
.
5
6

J

-
-
-

-
-
-

1
.
2
7

B

3
.
7
8

J

0
.
3
3

J
01
/
2
6
/
1
5

0
.
2
2

5
0
.
0

N
D

-
-
-

-
-
-

0
.
3
0

J

-
-
-

-
-
-

1
.
5
6

J

0
.
6
8

J

0
.
5
3

J

0
.
8
9

J

2
.
9
0

J

5
.
6
1

J

-
-
-

-
-
-

1
.
6
1

J

3
.
9
1

J

N
D
07
/
2
8
/
1
5

0
.
4
8

5
0
.
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

3
.
7
0

B

0
.
5
2

B

N
D

0
.
6
7

B

3
.
5
9

B

4
.
2
3

B

-
-
-

-
-
-

2
.
8
5

B

5
.
3
8

B

1
.
6
6

J
01
/
2
8
/
1
6

0
.
4
8

5
0
.
0

-
-
-

1
.
2
4

J

-
-
-

N
D

-
-
-

-
-
-

1
.
1
8

J

0
.
6
4

J

N
D

0
.
5
3

J

2
.
0
1

J

1
.
6
1

J

-
-
-

2
.
5
5

J

1
3
.
5

J

1
1
.
9

J

N
D
07
/
2
8
/
1
6

0
.
4
8

5
0
.
0

-
-
-

0
.
7
6

J

-
-
-

N
D

-
-
-

-
-
-

N
D

0
.
5
5

J

0
.
7
5

J

N
D

3
.
5
4

J

0
.
8
4

J

3
.
5
1

J

1
.
0
7

J

1
.
8

J

d
r
y

N
D
Fo
o
t
h
i
l
l
s

R
e
g
i
o
n
a
l

L
a
n
d
f
i
l
l
Pe
r
m
i
t

N
o
.

1
4
-
0
3
Pa
g
e

9

o
f

3
0
Joyce Engineering
AP
P
E
N
D
I
X

D
:

H
i
s
t
o
r
i
c
a
l

G
r
o
u
n
d
w
a
t
e
r

C
o
n
s
t
i
t
u
e
n
t
s
/
A
n
a
l
y
t
e
s
Sa
m
p
l
e
An
a
l
y
t
e
Co
l
l
e
c
t
i
o
n

D
a
t
e
DL

S
W
S
L
MW
-
1

M
W
-
1
R

M
W
-
2

M
W
-
2
R

M
W
-
3

M
W
-
3
R

M
W
-
3
R
2

M
W
-
4

M
W
-
5

M
W
-
6

M
W
-
7

M
W
-
8

M
W
-
9

M
W
-
1
0

U
D
-
1

U
D
-
2
Blanks
Se
l
e
n
i
u
m

0
8
/
1
0
/
9
8

-
-
-
20
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
NC

2
L

=

2
0

µ
g
/
L

0
1
/
2
7
/
9
9

-
-
-
20
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
1
9
/
9
9

-
-
-
20
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
7
/
9
9

-
-
-
20
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
9
/
9
9

-
-
-
20
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
10
/
1
2
/
9
9

-
-
-
20
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
12
/
0
6
/
9
9

-
-
-
20
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
5
/
0
0

-
-
-
20
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
1
/
0
0

-
-
-
20
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
9
/
0
1

-
-
-
20
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
7
/
0
1

-
-
-
20
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
11
/
2
7
/
0
1

-
-
-
20
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
2
/
0
2

-
-
-
20
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
0
2

-
-
-
20
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
3
0
/
0
3

-
-
-
5
ND

-
-
-

-
-
-

N
D

1
0
.
1
0

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
3
0
/
0
3

-
-
-
5
ND

-
-
-

-
-
-

N
D

N
D

1
1
.
9

-
-
-

N
D

9
.
9
3

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
1
5
/
0
4

-
-
-
20
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
6
/
0
4

-
-
-
20
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
8
/
0
5

-
-
-
20
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
1
/
0
5

-
-
-
20
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
2
1
/
0
5

-
-
-
20
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
1
8
/
0
6

-
-
-
20
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
03
/
1
4
/
0
6

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
6
/
0
6

-
-
-
20
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
2
1
/
0
6

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
0
3
/
0
6

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
3
/
0
7

-
-
-
10
2.3
0

J

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
5
/
0
7

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
7
/
0
8

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
3
/
0
8

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
1
1
/
0
8

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
0
6
/
0
9

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
0
8
/
0
9

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
1
9
/
1
0

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
06
/
0
2
/
1
0

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
7
/
1
0

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
11
/
2
2
/
1
0

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
4
/
1
1

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
07
/
2
5
/
1
1

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
0
5
/
1
2

-
-
-

1
0
.
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
07
/
0
3
/
1
2

-
-
-

1
0
.
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
3
0
/
1
3

-
-
-

1
0
.
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

2
.
1
4

J

-
-
-

N
D
04
/
1
0
/
1
3

-
-
-

1
0
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
05
/
0
9
/
1
3

-
-
-

1
0
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
06
/
1
2
/
1
3

-
-
-

1
0
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
1
3

-
-
-

1
0
.
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

1
.
4
6

J

N
D

-
-
-

-
-
-

7
.
2
0

J

-
-
-

N
D
01
/
3
0
/
1
4

1
0
.
0

1
0
.
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

2
.
3
8

J

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
2
/
1
4

1
.
0
1

1
0
.
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
01
/
2
6
/
1
5

1
.
0
1

1
0
.
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

1
.
0
8

J

N
D

-
-
-

-
-
-

N
D

N
D

N
D
07
/
2
8
/
1
5

0
.
8
5

1
0
.
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

1
.
5
8

J

N
D

-
-
-

-
-
-

N
D

0
.
8
8

J

N
D
01
/
2
8
/
1
6

0
.
8
5

1
0
.
0

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

1
.
0
8

J

1
.
2
7

J

N
D

-
-
-

0
.
9
5

J

3
.
2
9

J

1
.
5
6

J

N
D
07
/
2
8
/
1
6

0
.
8
5

1
0
.
0

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

1
.
1
1

J

1
.
6
0

J

N
D

N
D

N
D

N
D

d
r
y

N
D
Fo
o
t
h
i
l
l
s

R
e
g
i
o
n
a
l

L
a
n
d
f
i
l
l
Pe
r
m
i
t

N
o
.

1
4
-
0
3
Pa
g
e

1
0

o
f

3
0
Joyce Engineering
AP
P
E
N
D
I
X

D
:

H
i
s
t
o
r
i
c
a
l

G
r
o
u
n
d
w
a
t
e
r

C
o
n
s
t
i
t
u
e
n
t
s
/
A
n
a
l
y
t
e
s
Sa
m
p
l
e
An
a
l
y
t
e
Co
l
l
e
c
t
i
o
n

D
a
t
e
DL

S
W
S
L
MW
-
1

M
W
-
1
R

M
W
-
2

M
W
-
2
R

M
W
-
3

M
W
-
3
R

M
W
-
3
R
2

M
W
-
4

M
W
-
5

M
W
-
6

M
W
-
7

M
W
-
8

M
W
-
9

M
W
-
1
0

U
D
-
1

U
D
-
2
Blanks
Sil
v
e
r

0
8
/
1
0
/
9
8

-
-
-
10
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
NC

2
L

=

2
0

µ
g
/
L

0
1
/
2
7
/
9
9

-
-
-
10
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
1
9
/
9
9

-
-
-
10
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
7
/
9
9

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
9
/
9
9

-
-
-
10
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
10
/
1
2
/
9
9

-
-
-
10
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
12
/
0
6
/
9
9

-
-
-
10
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
5
/
0
0

-
-
-
10
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
1
/
0
0

-
-
-
10
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
9
/
0
1

-
-
-
10
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
7
/
0
1

-
-
-
10
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
11
/
2
7
/
0
1

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
2
/
0
2

-
-
-
10
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
0
2

-
-
-
10
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
3
0
/
0
3

-
-
-
5
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
3
0
/
0
3

-
-
-
5
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
1
5
/
0
4

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
6
/
0
4

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
8
/
0
5

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
1
/
0
5

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
2
1
/
0
5

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
1
8
/
0
6

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
03
/
1
4
/
0
6

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
3
/
0
7

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
5
/
0
7

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
7
/
0
8

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

1
0
.
6
0

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
Ve
r
i
f
i
c
a
t
i
o
n

E
v
e
n
t

0
2
/
0
6
/
0
8

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
3
/
0
8

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
1
1
/
0
8

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
0
6
/
0
9

-
-
-
10
5.2
0

J

-
-
-

-
-
-

N
D

-
-
-

-
-
-

1
9
.
9
0

R

N
D

2
.
7

J

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
Re
-
A
n
a
l
y
z
a
t
i
o
n

0
1
/
0
6
/
0
9

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
0
8
/
0
9

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

1
.
2
9

J

N
D

4
.
4
9

J

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
1
9
/
1
0

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D
43
.
0
1.1
7

J

0
.
7
4

J

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
Ve
r
i
f
i
c
a
t
i
o
n

E
v
e
n
t

0
3
/
1
0
/
1
0

-
-
-
---
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
06
/
0
2
/
1
0

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

2
.
3
8

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
7
/
1
0

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

5
.
1
4

J

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
11
/
2
2
/
1
0

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
.
9
2

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
4
/
1
1

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

2
.
3
9

J

6
.
6
9

J

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
07
/
2
5
/
1
1

-
-
-
10
2.0
0

J

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
0
5
/
1
2

-
-
-

1
0
.
0

N
D

-
-
-

-
-
-

0
.
1
4

J

-
-
-

-
-
-

1
.
7
9

J

0
.
4
7

J

N
D

1
.
0
4

J

0
.
3
4

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
07
/
0
3
/
1
2

-
-
-

1
0
.
0

0
.
4
7

J

-
-
-

-
-
-

0
.
5
0

J

-
-
-

-
-
-

0
.
7
6

J

1
.
6
9

J

0
.
5
7

J

1
.
6
4

J

3
.
7
9

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
3
0
/
1
3

-
-
-

1
0
.
0

0
.
7
3

J

-
-
-

-
-
-

0
.
4
6

J

-
-
-

-
-
-

0
.
1
9

J

2
.
2
2

J

0
.
4
8

J

1
.
3
1

J

0
.
3
5

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
04
/
1
0
/
1
3

-
-
-

1
0
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
05
/
0
9
/
1
3

-
-
-

1
0
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
06
/
1
2
/
1
3

-
-
-

1
0
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
1
3

-
-
-

1
0
.
0

1
.
0
3

J

-
-
-

-
-
-

0
.
4
1

J

-
-
-

-
-
-

N
D

1
.
5
6

J

0
.
8

J

1
.
4
7

J

0
.
3
0

J

N
D

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
3
0
/
1
4

1
0
.
0

1
0
.
0

0
.
9
5

J

-
-
-

-
-
-

1
.
4
8

J

-
-
-

-
-
-

0
.
5
6

J

2
.
3
0

J

N
D

4
.
7
5

J

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
2
/
1
4

0
.
1
7

1
0
.
0

0
.
3
2

J

-
-
-

-
-
-

0
.
2
5

J

-
-
-

-
-
-

0
.
3
1

J

2
.
1
1

J

0
.
3
1

J

N
D

0
.
4
1

J

N
D

-
-
-

-
-
-

N
D

N
D

N
D
01
/
2
6
/
1
5

0
.
1
7

1
0
.
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

0
.
6
7

J

0
.
4
0

J

N
D

-
-
-

-
-
-

N
D

N
D

N
D
07
/
2
8
/
1
5

0
.
2
2

1
0
.
0

2
.
3
1

J

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

0
.
2
6

J

0
.
8
5

J

6
.
5
1

J

N
D

-
-
-

-
-
-

N
D

N
D

N
D
01
/
2
8
/
1
6

0
.
2
2

1
0
.
0

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

0
.
2
3

J

0
.
2
7

J

1
.
1
5

J

2
.
6
2

J

N
D

-
-
-

N
D

N
D

N
D

N
D
07
/
2
8
/
1
6

0
.
2
2

1
0
.
0

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

1
0
.
9
0

N
D

N
D

N
D

N
D

d
r
y

N
D
Fo
o
t
h
i
l
l
s

R
e
g
i
o
n
a
l

L
a
n
d
f
i
l
l
Pe
r
m
i
t

N
o
.

1
4
-
0
3
Pa
g
e

1
1

o
f

3
0
Joyce Engineering
AP
P
E
N
D
I
X

D
:

H
i
s
t
o
r
i
c
a
l

G
r
o
u
n
d
w
a
t
e
r

C
o
n
s
t
i
t
u
e
n
t
s
/
A
n
a
l
y
t
e
s
Sa
m
p
l
e
An
a
l
y
t
e
Co
l
l
e
c
t
i
o
n

D
a
t
e
DL

S
W
S
L
MW
-
1

M
W
-
1
R

M
W
-
2

M
W
-
2
R

M
W
-
3

M
W
-
3
R

M
W
-
3
R
2

M
W
-
4

M
W
-
5

M
W
-
6

M
W
-
7

M
W
-
8

M
W
-
9

M
W
-
1
0

U
D
-
1

U
D
-
2
Blanks
Th
a
l
l
i
u
m

0
8
/
1
0
/
9
8

-
-
-
10
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
GW
P
S

=

0
.
2
8

µ
g
/
L

0
1
/
2
7
/
9
9

-
-
-
10
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
1
9
/
9
9

-
-
-
10
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
7
/
9
9

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
9
/
9
9

-
-
-
10
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
10
/
1
2
/
9
9

-
-
-
10
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
12
/
0
6
/
9
9

-
-
-
10
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
5
/
0
0

-
-
-
10
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
1
/
0
0

-
-
-
10
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
9
/
0
1

-
-
-
10
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
7
/
0
1

-
-
-
10
ND

-
-
-

D
r
y
---

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
11
/
2
7
/
0
1

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
2
/
0
2

-
-
-
10
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
0
2

-
-
-
10
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
3
0
/
0
3

-
-
-
0.5
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
3
0
/
0
3

-
-
-
0.5
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
1
5
/
0
4

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
6
/
0
4

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
8
/
0
5

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
1
/
0
5

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
2
1
/
0
5

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
1
8
/
0
6

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
03
/
1
4
/
0
6

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
6
/
0
6

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
2
1
/
0
6

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
0
3
/
0
6

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
3
/
0
7

-
-
-
5.5
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

0
.
0
7

J

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
5
/
0
7

-
-
-
5.5
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

0
.
0
8

J

N
D

0
.
0
4

J

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
7
/
0
8

-
-
-
5.5
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
3
/
0
8

-
-
-
5.5
0.0
5
3

J

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

0
.
0
6
4

J

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
1
1
/
0
8

-
-
-
5.5
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

0
.
0
4
8

B

-
-
-

0
.
0
3
6

J
01
/
0
6
/
0
9

-
-
-
5.5
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
0
8
/
0
9

-
-
-
5.5
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

0
.
3
5
5

J

-
-
-

N
D
01
/
1
9
/
1
0

-
-
-
5.5
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

0
.
1
5

J

N
D

0
.
1
2
6

J

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
06
/
0
2
/
1
0

-
-
-
5.5
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

0
.
1
8

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
7
/
1
0

-
-
-
5.5
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
11
/
2
2
/
1
0

-
-
-
5.5
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
4
/
1
1

-
-
-
5.5
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
07
/
2
5
/
1
1

-
-
-
5.5
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
0
5
/
1
2

-
-
-

5
.
5
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
07
/
0
3
/
1
2

-
-
-

5
.
5
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
3
0
/
1
3

-
-
-

5
.
5
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
04
/
1
0
/
1
3

-
-
-

5
.
5
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

0
.
2

J

-
-
-

-
-
-

-
-
-

-
-
-

N
D
05
/
0
9
/
1
3

-
-
-

5
.
5
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
06
/
1
2
/
1
3

-
-
-

5
.
5
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

0
.
2

J

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
1
3

-
-
-

5
.
5
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

0
.
1
0

J

N
D

0
.
0
8

J

0
.
1
8

J

0
.
2
5

J

-
-
-

-
-
-

0
.
1
6

J

-
-
-

N
D
01
/
3
0
/
1
4

5
.
5
0

5
.
5
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

0
.
1
2

J

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
2
/
1
4

0
.
0
9

5
.
5
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
01
/
2
6
/
1
5

0
.
0
9

5
.
5
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

0
.
1
0

J

N
D

0
.
1
9

J

-
-
-

-
-
-

N
D

N
D

N
D
07
/
2
8
/
1
5

0
.
0
6

5
.
5
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

0
.
0
8

J

0
.
0
8

J

0
.
0
9

J

0
.
1
0

J

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
01
/
2
8
/
1
6

0
.
0
6

5
.
5
0

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

0
.
1
3

J

0
.
0
9

J

N
D

0
.
0
7

J

N
D

N
D

-
-
-

0
.
0
8

J

0
.
1
4

J

0
.
1
1

J

N
D
07
/
2
8
/
1
6

0
.
0
6

5
.
5
0

-
-
-

0
.
1

J

-
-
-

N
D

-
-
-

-
-
-

N
D

0
.
1
1

J

N
D

0
.
0
9

J

N
D

N
D

N
D

N
D

N
D

d
r
y

N
D
Fo
o
t
h
i
l
l
s

R
e
g
i
o
n
a
l

L
a
n
d
f
i
l
l
Pe
r
m
i
t

N
o
.

1
4
-
0
3
Pa
g
e

1
2

o
f

3
0
Joyce Engineering
AP
P
E
N
D
I
X

D
:

H
i
s
t
o
r
i
c
a
l

G
r
o
u
n
d
w
a
t
e
r

C
o
n
s
t
i
t
u
e
n
t
s
/
A
n
a
l
y
t
e
s
Sa
m
p
l
e
An
a
l
y
t
e
Co
l
l
e
c
t
i
o
n

D
a
t
e
DL

S
W
S
L
MW
-
1

M
W
-
1
R

M
W
-
2

M
W
-
2
R

M
W
-
3

M
W
-
3
R

M
W
-
3
R
2

M
W
-
4

M
W
-
5

M
W
-
6

M
W
-
7

M
W
-
8

M
W
-
9

M
W
-
1
0

U
D
-
1

U
D
-
2
Blanks
Va
n
a
d
i
u
m

0
8
/
1
0
/
9
8

-
-
-
40
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
GW
P
S

=

0
.
3

µ
g
/
L

0
1
/
2
7
/
9
9

-
-
-
40
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
1
9
/
9
9

-
-
-
40
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

6
0
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
7
/
9
9

-
-
-
40
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
9
/
9
9

-
-
-
40
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
10
/
1
2
/
9
9

-
-
-
40
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
12
/
0
6
/
9
9

-
-
-
40
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
5
/
0
0

-
-
-
40
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
1
/
0
0

-
-
-
40
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
9
/
0
1

-
-
-
40
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
7
/
0
1

-
-
-
40
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
11
/
2
7
/
0
1

-
-
-
40
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
2
/
0
2

-
-
-
40
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
0
2

-
-
-
40
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
3
0
/
0
3

-
-
-
5
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D
6.4
8
---

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
3
0
/
0
3

-
-
-
5
ND

-
-
-

-
-
-

N
D
6.2
2

8
.
4
--
-

N
D
24
.
9
---

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
1
5
/
0
4

-
-
-
40
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
6
/
0
4

-
-
-
40
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D
59
.
8
---

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
8
/
0
5

-
-
-
40
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
1
/
0
5

-
-
-
40
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
2
1
/
0
5

-
-
-
40
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
41
.
0
---

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
1
8
/
0
6

-
-
-
40
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
03
/
1
4
/
0
6

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
6
/
0
6

-
-
-
40
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
2
1
/
0
6

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
0
3
/
0
6

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
3
/
0
7

-
-
-
25
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

1
.
1

J

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
5
/
0
7

-
-
-
25
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
7
/
0
8

-
-
-
25
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

1
.
9

J

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
3
/
0
8

-
-
-
25
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

2
.
0
0

J

N
D

3
.
0

J

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
1
1
/
0
8

-
-
-
25
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
0
6
/
0
9

-
-
-
25
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

2
.
0

J

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
0
8
/
0
9

-
-
-
25
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

2
.
4
7

J

N
D

1
.
6
7

J

N
D

-
-
-

-
-
-

-
-
-

-
-
-
67.5 ---

N
D
01
/
1
9
/
1
0

-
-
-
25
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

0
.
5
8

J

N
D

1
.
3
4

J

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
06
/
0
2
/
1
0

-
-
-
25
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

8
.
5
8

J

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
7
/
1
0

-
-
-
25
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

1
.
5
6

J

N
D

5
.
3
1

J

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
11
/
2
2
/
1
0

-
-
-
25
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

2
.
4
2

J

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
4
/
1
1

-
-
-
25
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

1
.
6
9

J

N
D

7
.
7
2

J

-
-
-

-
-
-

-
-
-

2
.
0
8

J

-
-
-

N
D
07
/
2
5
/
1
1

-
-
-
25
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

1
.
5
2

J

2
.
0
5

J

4
.
3
4

J

-
-
-

-
-
-

-
-
-

5
.
8
4

J

-
-
-

N
D
01
/
0
5
/
1
2

-
-
-
25
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

8
.
4
6

J

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
07
/
0
3
/
1
2

-
-
-

2
5
.
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

3
.
9
7

J

-
-
-

-
-
-

-
-
-

5
.
7
6

J

-
-
-

N
D
01
/
3
0
/
1
3

-
-
-

2
5
.
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

2
.
7
1

J

-
-
-

-
-
-

-
-
-

8
.
6
5

J

-
-
-

N
D
04
/
1
0
/
1
3

-
-
-

2
5
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
6
.
9
0

J

-
-
-

-
-
-

-
-
-

-
-
-

N
D
05
/
0
9
/
1
3

-
-
-

2
5
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
06
/
1
2
/
1
3

-
-
-

2
5
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
1
3

-
-
-

2
5
.
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

1
1
.
1
0

J

9
.
4
4

J

-
-
-

-
-
-

1
4
.
7
0

J

-
-
-

N
D
01
/
3
0
/
1
4

2
5
.
0

2
5
.
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

2
.
1
6

B

3
.
0
5

B

2
.
9
0

B

1
1
.
5

B

5
.
0
5

B

6
.
9
5

B

-
-
-

-
-
-

-
-
-

-
-
-

9
.
8
9

J
07
/
2
2
/
1
4

0
.
9
3

2
5
.
0

1
.
4
0

B

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

3
.
4
2

B

3
.
3
1

B

2
.
1
7

B

7
.
5
2

J

3
.
4
0

B

-
-
-

-
-
-

N
D

N
D

1
.
0
2

J
01
/
2
6
/
1
5

0
.
9
3

2
5
.
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

1
.
7
4

J

2
.
5
0

J

5
.
5
2

J

7
.
4
2

J

-
-
-

-
-
-

1
.
0
5

J

N
D

N
D
07
/
2
8
/
1
5

1
.
5
7

2
5
.
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

2
.
6
3

J

2
.
4
1

J

4
.
3
5

J

N
D

-
-
-

-
-
-

N
D

N
D

N
D
01
/
2
8
/
1
6

1
.
5
7

2
5
.
0

-
-
-

2
.
6
7

J

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

2
.
6
0

J

2
.
1
3

J

3
.
9
9

J

N
D

-
-
-

7
.
6
0

J

2
2
.
8

J

1
2
.
0

J

N
D
07
/
2
8
/
1
6

1
.
5
7

2
5
.
0

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

3
.
2
4

J

N
D

5
.
7
1

J

N
D

1
.
9
3

J

3
.
0
9

J

3
.
1

J

d
r
y

N
D
Fo
o
t
h
i
l
l
s

R
e
g
i
o
n
a
l

L
a
n
d
f
i
l
l
Pe
r
m
i
t

N
o
.

1
4
-
0
3
Pa
g
e

1
3

o
f

3
0
Joyce Engineering
AP
P
E
N
D
I
X

D
:

H
i
s
t
o
r
i
c
a
l

G
r
o
u
n
d
w
a
t
e
r

C
o
n
s
t
i
t
u
e
n
t
s
/
A
n
a
l
y
t
e
s
Sa
m
p
l
e
An
a
l
y
t
e
Co
l
l
e
c
t
i
o
n

D
a
t
e
DL

S
W
S
L
MW
-
1

M
W
-
1
R

M
W
-
2

M
W
-
2
R

M
W
-
3

M
W
-
3
R

M
W
-
3
R
2

M
W
-
4

M
W
-
5

M
W
-
6

M
W
-
7

M
W
-
8

M
W
-
9

M
W
-
1
0

U
D
-
1

U
D
-
2
Blanks
Zin
c

0
8
/
1
0
/
9
8

-
-
-
50
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
NC

2
L

=

1
0
0
0

µ
g
/
L

0
1
/
2
7
/
9
9

-
-
-
50
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
1
9
/
9
9

-
-
-
50
12
0

-
-
-

1
3
0

-
-
-

1
6
0

-
-
-

-
-
-

1
4
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
7
/
9
9

-
-
-
50
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
9
/
9
9

-
-
-
50
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
10
/
1
2
/
9
9

-
-
-
50
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
12
/
0
6
/
9
9

-
-
-
50
--
-

-
-
-

N
D

-
-
-

7
0
.
0

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
5
/
0
0

-
-
-
50
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

8
0
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
1
/
0
0

-
-
-
50
60
.
0

B

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

6
0
.
0
01
/
0
9
/
0
1

-
-
-
50
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
7
/
0
1

-
-
-
50
50
.
0

-
-
-

D
r
y

-
-
-

8
0
.
0

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
11
/
2
7
/
0
1

-
-
-
50
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

7
0
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
2
/
0
2

-
-
-
50
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
0
2

-
-
-
50
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
3
0
/
0
3

-
-
-
5
ND

-
-
-

-
-
-

7
.
1
8

N
D

N
D

-
-
-

7
.
7
3

6
.
6
9

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
3
0
/
0
3

-
-
-
5
20
.
2

B

-
-
-

-
-
-

1
1
.
1
0

B

6
.
8
4

B

3
8
.
4

B

-
-
-

7
.
2
7

B

3
1
.
4

B

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

7
.
7
0
01
/
1
5
/
0
4

-
-
-
50
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
6
/
0
4

-
-
-
50
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

8
7
.
9

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
8
/
0
5

-
-
-
50
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
1
/
0
5

-
-
-
50
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
2
1
/
0
5

-
-
-
50
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
4
8
.
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
1
8
/
0
6

-
-
-
50
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
03
/
1
4
/
0
6

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
6
/
0
6

-
-
-
50
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
2
1
/
0
6

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
0
3
/
0
6

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
3
/
0
7

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

1
.
2
0

J

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
5
/
0
7

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

1
.
8
0

B

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
.
4
0

J
01
/
0
7
/
0
8

-
-
-
10
1.6
0

J

-
-
-

-
-
-

4
.
8
0

J

-
-
-

-
-
-

2
.
3
0

J

2
.
6
0

J

1
.
3

J

4
.
2
0

J

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
3
/
0
8

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

5
.
6
0

J

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
1
1
/
0
8

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
0
6
/
0
9

-
-
-
10
5.2
0

J

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

4
.
2

J

3
.
9
0

J

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
0
8
/
0
9

-
-
-
10
7.4
8

J

-
-
-

-
-
-

N
D

-
-
-

-
-
-

6
.
9
4

J

4
.
4
0

J

N
D

3
.
6
5

J

-
-
-

-
-
-

-
-
-

-
-
-

1
9
8

-
-
-

N
D
01
/
1
9
/
1
0

-
-
-
10
1.6
0

B

-
-
-

-
-
-

2
.
4
6

B

-
-
-

-
-
-

3
.
8
1

B

1
5
.
5
0

3
.
0
5

B

5
.
4
2

B

-
-
-

-
-
-

-
-
-

-
-
-

3
.
6
5

B

-
-
-

3
.
0
7

J
06
/
0
2
/
1
0

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
4
.
2
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
7
/
1
0

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

5
.
2
9

J

4
.
1
9

J

N
D

1
0
.
5
0

-
-
-

-
-
-

-
-
-

4
.
2
9

J

-
-
-

N
D
11
/
2
2
/
1
0

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

5
.
3
1

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
4
/
1
1

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

4
.
6
5

B

N
D

N
D

1
1
.
5
0

-
-
-

-
-
-

-
-
-

5
.
8
5

B

-
-
-

4
.
4
1

J
07
/
2
5
/
1
1

-
-
-
10
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

5
.
1
8

B

3
.
8
6

B

6
.
0
4

B

7
.
0
4

-
-
-

-
-
-

-
-
-

1
4
.
0
0

B

-
-
-

1
3
.
8
0
01
/
0
5
/
1
2

-
-
-

1
0
.
0

N
D

-
-
-

-
-
-

2
.
1
2

B

-
-
-

-
-
-

3
.
5
2

B

5
.
4
9

B

N
D

3
.
5
4

B

1
0
.
7
0

-
-
-

-
-
-

-
-
-

8
.
1
3

B

-
-
-

2
.
1
4

J
07
/
0
3
/
1
2

-
-
-

1
0
.
0

2
.
3
6

B

-
-
-

-
-
-

2
.
2
8

B

-
-
-

-
-
-

1
.
0
7

B

3
.
0
7

B

0
.
5
8

B

5
.
9

B

9
.
4
0

-
-
-

-
-
-

-
-
-

1
5
.
2
0

-
-
-

0
.
8
7

J
01
/
3
0
/
1
3

-
-
-

1
0
.
0

2
.
5
8

B

-
-
-

-
-
-

8
.
1
7

J

-
-
-

-
-
-

2
.
1
0

B

4
.
5
5

B

3
.
6
3

B

3
.
8
9

B

6
.
5
6

-
-
-

-
-
-

-
-
-

3
1
.
1
0

-
-
-

1
.
2
5

(
0
.
5
6
)

J
04
/
1
0
/
1
3

-
-
-

1
0
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

5
0
.
2

-
-
-

-
-
-

-
-
-

-
-
-

2
.
0
5

J
05
/
0
9
/
1
3

-
-
-

1
0
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
.
7
2

J

-
-
-

-
-
-

-
-
-

-
-
-

N
D
06
/
1
2
/
1
3

-
-
-

1
0
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

5
.
6
4

J

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
1
3

-
-
-

1
0
.
0

3
.
5
3

J

-
-
-

-
-
-

2
.
3
5

J

-
-
-

-
-
-

4
.
4
6

J

8
.
4
4

J

2
.
1
4

J

5
.
7
8

J

2
3
.
5

3
6
.
3

-
-
-

-
-
-

1
3
.
4

-
-
-

N
D
01
/
3
0
/
1
4

1
0
.
0

1
0
.
0

1
.
0
6

J

-
-
-

-
-
-

N
D

-
-
-

-
-
-

4
.
5
2

J

2
.
2
8

J

N
D

1
8
.
5

6
.
8
9

J

2
3
.
9

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
2
/
1
4

0
.
6

1
0
.
0

5
.
0
0

B

-
-
-

-
-
-

6
.
3
5

B

-
-
-

-
-
-

1
3
.
6

2
.
9
6

B

4
.
9
3

B

3
.
8
3

B

1
2
.
4

1
1
.
5

-
-
-

-
-
-

1
.
4
9

B

1
.
0
0

B

1
.
3
1

J
01
/
2
6
/
1
5

0
.
6
4

1
0
.
0

1
.
1
1

B

-
-
-

-
-
-

1
.
6
7

B

-
-
-

-
-
-

5
.
4
3

B

5
.
8
3

J

2
.
4
4

B

5
.
0
1

B

1
0
.
2

2
5
.
0

-
-
-

-
-
-

3
.
9
6

B

1
.
5
2

B

1
.
1
4

J
07
/
2
8
/
1
5

1
.
3
0

1
0
.
0

N
D

-
-
-

-
-
-

2
.
9
7

B

-
-
-

-
-
-

2
.
4
3

B

2
.
1
8

B

3
.
3
4

B

3
.
4
4

B

4
.
7
3

B

4
.
1
4

B

-
-
-

-
-
-

N
D

2
.
6
3

B

1
.
3
5

J
01
/
2
8
/
1
6

1
.
3
0

1
0
.
0

-
-
-

2
.
9
0

J

-
-
-

1
.
5
2

J

-
-
-

-
-
-

2
.
3
4

J

2
.
9
5

J

1
.
8
7

J

2
.
4
3

J

4
.
2
4

J

2
.
9
6

J

-
-
-

1
4
.
5

1
8
.
4

7
.
1
8

J

N
D
07
/
2
8
/
1
6

1
.
3
0

1
0
.
0

-
-
-

1
.
7
6

J

-
-
-

2
.
2
7

J

-
-
-

-
-
-

1
.
6
2

J

3
.
2
0

J

1
.
4
9

J

2
.
8
0

J

9
.
1
2

J

3
.
1
0

J

5
.
1
2

J

5
.
3

J

2
.
4

J

d
r
y

N
D
Fo
o
t
h
i
l
l
s

R
e
g
i
o
n
a
l

L
a
n
d
f
i
l
l
Pe
r
m
i
t

N
o
.

1
4
-
0
3
Pa
g
e

1
4

o
f

3
0
Joyce Engineering
AP
P
E
N
D
I
X

D
:

H
i
s
t
o
r
i
c
a
l

G
r
o
u
n
d
w
a
t
e
r

C
o
n
s
t
i
t
u
e
n
t
s
/
A
n
a
l
y
t
e
s
Sa
m
p
l
e
An
a
l
y
t
e
Co
l
l
e
c
t
i
o
n

D
a
t
e
DL

S
W
S
L
MW
-
1

M
W
-
1
R

M
W
-
2

M
W
-
2
R

M
W
-
3

M
W
-
3
R

M
W
-
3
R
2

M
W
-
4

M
W
-
5

M
W
-
6

M
W
-
7

M
W
-
8

M
W
-
9

M
W
-
1
0

U
D
-
1

U
D
-
2
Blanks
Or
g
a
n
i
c
s
Ac
e
t
o
n
e

0
8
/
1
0
/
9
8

-
-
-
10
0
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
NC

2
L

=

6
0
0
0

µ
g
/
L

0
1
/
2
7
/
9
9

-
-
-
10
0
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
1
9
/
9
9

-
-
-
10
0
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
7
/
9
9

-
-
-
10
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
9
/
9
9

-
-
-
10
0
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
10
/
1
2
/
9
9

-
-
-
10
0
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
12
/
0
6
/
9
9

-
-
-
10
0
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
5
/
0
0

-
-
-
10
0
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
1
/
0
0

-
-
-
10
0
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
9
/
0
1

-
-
-
10
0
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
7
/
0
1

-
-
-
10
0
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
11
/
2
7
/
0
1

-
-
-
10
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
2
/
0
2

-
-
-
10
0
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
0
2

-
-
-
10
0
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
3
0
/
0
3

-
-
-
5
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

1
1
.
6
0

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
3
0
/
0
3

-
-
-
5
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

5
.
7
1

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
1
5
/
0
4

-
-
-
10
0
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
6
/
0
4

-
-
-
10
0
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
8
/
0
5

-
-
-
10
0
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
1
/
0
5

-
-
-
10
0
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
2
1
/
0
5

-
-
-
10
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
1
8
/
0
6

-
-
-
10
0
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
03
/
1
4
/
0
6

-
-
-
2
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
6
/
0
6

-
-
-
10
0
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
2
1
/
0
6

-
-
-
5
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
0
3
/
0
6

-
-
-
5
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
3
/
0
7

-
-
-
10
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
5
/
0
7

-
-
-
10
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
7
/
0
8

-
-
-
10
0
ND

-
-
-

-
-
-

3
.
6
0

J

-
-
-

-
-
-

2
.
5
0

J

3
.
5
0

J

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
3
/
0
8

-
-
-
10
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
1
1
/
0
8

-
-
-
10
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
0
6
/
0
9

-
-
-
10
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
0
8
/
0
9

-
-
-
10
0
ND

-
-
-

-
-
-

7
.
7
0

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
1
9
/
1
0

-
-
-
10
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

6
.
6
0

J

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
06
/
0
2
/
1
0

-
-
-
10
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
7
/
1
0

-
-
-
10
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
11
/
2
2
/
1
0

-
-
-
10
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

3
.
8
0

J
01
/
2
4
/
1
1

-
-
-
10
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
07
/
2
5
/
1
1

-
-
-
10
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
0
5
/
1
2

-
-
-

1
0
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
07
/
0
3
/
1
2

-
-
-

1
0
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
3
0
/
1
3

-
-
-

1
0
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

8
1
.
0
0

J

-
-
-

N
D
04
/
1
0
/
1
3

-
-
-

1
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
05
/
0
9
/
1
3

-
-
-

1
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

1
.
7
0

J
06
/
1
2
/
1
3

-
-
-

1
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

2
.
2
0

J
07
/
1
5
/
1
3

-
-
-

1
0
0

N
D

-
-
-

-
-
-

1
5
.
0
0

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

1
9
.
0
0

J

-
-
-

N
D
01
/
3
0
/
1
4

1
0
0

1
0
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
2
/
1
4

5
.
7

1
0
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

1
1

J

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
01
/
2
6
/
1
5

5
.
7

1
0
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
07
/
2
8
/
1
5

3
.
1

1
0
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
01
/
2
8
/
1
6

4
.
9

1
0
0

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

N
D

2
1
.
0

J

N
D

N
D
07
/
2
8
/
1
6

4
.
9

1
0
0

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

d
r
y

N
D
Fo
o
t
h
i
l
l
s

R
e
g
i
o
n
a
l

L
a
n
d
f
i
l
l
Pe
r
m
i
t

N
o
.

1
4
-
0
3
Pa
g
e

1
5

o
f

3
0
Joyce Engineering
AP
P
E
N
D
I
X

D
:

H
i
s
t
o
r
i
c
a
l

G
r
o
u
n
d
w
a
t
e
r

C
o
n
s
t
i
t
u
e
n
t
s
/
A
n
a
l
y
t
e
s
Sa
m
p
l
e
An
a
l
y
t
e
Co
l
l
e
c
t
i
o
n

D
a
t
e
DL

S
W
S
L
MW
-
1

M
W
-
1
R

M
W
-
2

M
W
-
2
R

M
W
-
3

M
W
-
3
R

M
W
-
3
R
2

M
W
-
4

M
W
-
5

M
W
-
6

M
W
-
7

M
W
-
8

M
W
-
9

M
W
-
1
0

U
D
-
1

U
D
-
2
Blanks
Be
n
z
e
n
e

0
8
/
1
0
/
9
8

-
-
-
5
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
NC

2
L

=

1

µ
g
/
L

0
1
/
2
7
/
9
9

-
-
-
5
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
1
9
/
9
9

-
-
-
5
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
7
/
9
9

-
-
-
5
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
9
/
9
9

-
-
-
5
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
10
/
1
2
/
9
9

-
-
-
5
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
12
/
0
6
/
9
9

-
-
-
5
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
5
/
0
0

-
-
-
5
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
1
/
0
0

-
-
-
5
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
9
/
0
1

-
-
-
5
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
7
/
0
1

-
-
-
5
ND

-
-
-

D
r
y

-
-
-
5.0
0
--
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
11
/
2
7
/
0
1

-
-
-
5
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
2
/
0
2

-
-
-
5
ND

-
-
-

D
r
y

-
-
-
14
.
0
--
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
0
2

-
-
-
5
ND

-
-
-

D
r
y

-
-
-
10
.
0
--
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
3
0
/
0
3

-
-
-
1
ND

-
-
-

-
-
-

N
D
6.6
3
ND

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
3
0
/
0
3

-
-
-
1
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
1
5
/
0
4

-
-
-
1
ND

-
-
-

-
-
-

N
D
1.6
9
ND

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
6
/
0
4

-
-
-
1
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
8
/
0
5

-
-
-
1
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
1
/
0
5

-
-
-
1
ND

-
-
-

-
-
-

N
D
2.0
4
ND

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
2
1
/
0
5

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
1
8
/
0
6

-
-
-
1
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
03
/
1
4
/
0
6

-
-
-
1
ND

-
-
-

-
-
-

N
D

N
D
1.2
--
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
6
/
0
6

-
-
-
1
ND

-
-
-

-
-
-

N
D

N
D
2.
0
2
--
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
2
1
/
0
6

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
0
3
/
0
6

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
3
/
0
7

-
-
-
3
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
5
/
0
7

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
7
/
0
8

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
3
/
0
8

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
1
1
/
0
8

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
0
6
/
0
9

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
0
8
/
0
9

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
1
9
/
1
0

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
06
/
0
2
/
1
0

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
7
/
1
0

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
11
/
2
2
/
1
0

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
4
/
1
1

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
07
/
2
5
/
1
1

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
0
5
/
1
2

-
-
-

1
.
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
07
/
0
3
/
1
2

-
-
-

1
.
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
3
0
/
1
3

-
-
-

1
.
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

0
.
2
0

J

-
-
-

N
D
04
/
1
0
/
1
3

-
-
-

1
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
05
/
0
9
/
1
3

-
-
-

1
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
06
/
1
2
/
1
3

-
-
-

1
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
1
3

-
-
-

1
.
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
3
0
/
1
4

1
.
0

1
.
0

N
D

-
-
-

-
-
-

0
.
4

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
2
/
1
4

0
.
2

1
.
0

N
D

-
-
-

-
-
-

0
.
4

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
01
/
2
6
/
1
5

0
.
2

1
.
0

N
D

-
-
-

-
-
-

0
.
6

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
07
/
2
8
/
1
5

0
.
2

1
.
0

N
D

-
-
-

-
-
-

1
.
0

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
01
/
2
8
/
1
6

0
.
2

1
.
0

-
-
-

N
D

-
-
-
1.1
--
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

N
D
Ve
r
i
f
i
c
a
t
i
o
n

S
a
m
p
l
e

0
3
/
1
6
/
1
6

1
.
0

-
-
-

-
-
-

-
-
-

1
.
0

J

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
8
/
1
6

0
.
2

1
.
0

-
-
-

N
D

-
-
-

1
.
0

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

d
r
y

N
D
Fo
o
t
h
i
l
l
s

R
e
g
i
o
n
a
l

L
a
n
d
f
i
l
l
Pe
r
m
i
t

N
o
.

1
4
-
0
3
Pa
g
e

1
6

o
f

3
0
Joyce Engineering
AP
P
E
N
D
I
X

D
:

H
i
s
t
o
r
i
c
a
l

G
r
o
u
n
d
w
a
t
e
r

C
o
n
s
t
i
t
u
e
n
t
s
/
A
n
a
l
y
t
e
s
Sa
m
p
l
e
An
a
l
y
t
e
Co
l
l
e
c
t
i
o
n

D
a
t
e
DL

S
W
S
L
MW
-
1

M
W
-
1
R

M
W
-
2

M
W
-
2
R

M
W
-
3

M
W
-
3
R

M
W
-
3
R
2

M
W
-
4

M
W
-
5

M
W
-
6

M
W
-
7

M
W
-
8

M
W
-
9

M
W
-
1
0

U
D
-
1

U
D
-
2
Blanks
Ca
r
b
o
n

D
i
s
u
l
f
i
d
e

0
8
/
1
0
/
9
8

-
-
-
10
0
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
NC

2
L

=

7
0
0

µ
g
/
L

0
1
/
2
7
/
9
9

-
-
-
10
0
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
1
9
/
9
9

-
-
-
10
0
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
7
/
9
9

-
-
-
10
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
9
/
9
9

-
-
-
10
0
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
10
/
1
2
/
9
9

-
-
-
10
0
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
12
/
0
6
/
9
9

-
-
-
10
0
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
5
/
0
0

-
-
-
10
0
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
1
/
0
0

-
-
-
10
0
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
9
/
0
1

-
-
-
10
0
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
7
/
0
1

-
-
-
10
0
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
11
/
2
7
/
0
1

-
-
-
10
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
2
/
0
2

-
-
-
10
0
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
0
2

-
-
-
10
0
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
3
0
/
0
3

-
-
-
5
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
3
0
/
0
3

-
-
-
5
10
.
3
0

-
-
-

-
-
-

N
D

N
D

8
.
6
2

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
1
.
4
0
01
/
1
5
/
0
4

-
-
-
70
0
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
6
/
0
4

-
-
-
70
0
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
8
/
0
5

-
-
-
70
0
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
1
/
0
5

-
-
-
70
0
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
2
1
/
0
5

-
-
-
70
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
1
8
/
0
6

-
-
-
70
0
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
03
/
1
4
/
0
6

-
-
-
2
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
6
/
0
6

-
-
-
70
0
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
2
1
/
0
6

-
-
-
5
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
0
3
/
0
6

-
-
-
5
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
3
/
0
7

-
-
-
10
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
5
/
0
7

-
-
-
10
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
7
/
0
8

-
-
-
10
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
3
/
0
8

-
-
-
10
0
ND

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
1
1
/
0
8

-
-
-
10
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
0
6
/
0
9

-
-
-
10
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
0
8
/
0
9

-
-
-
10
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
1
9
/
1
0

-
-
-
10
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
06
/
0
2
/
1
0

-
-
-
10
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
7
/
1
0

-
-
-
10
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
11
/
2
2
/
1
0

-
-
-
10
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
4
/
1
1

-
-
-
10
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
07
/
2
5
/
1
1

-
-
-
10
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
0
5
/
1
2

-
-
-

1
0
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
07
/
0
3
/
1
2

-
-
-

1
0
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
3
0
/
1
3

-
-
-

1
0
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
04
/
1
0
/
1
3

-
-
-

1
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
05
/
0
9
/
1
3

-
-
-

1
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
06
/
1
2
/
1
3

-
-
-

1
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
1
3

-
-
-

1
0
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
3
0
/
1
4

1
0
0

1
0
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
2
/
1
4

0
.
8

1
0
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

0
.
2

J

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
01
/
2
6
/
1
5

0
.
8

1
0
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
07
/
2
8
/
1
5

0
.
3

1
0
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
01
/
2
8
/
1
6

0
.
9

1
0
0

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

N
D
07
/
2
8
/
1
6

0
.
6

1
0
0

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

d
r
y

N
D
Fo
o
t
h
i
l
l
s

R
e
g
i
o
n
a
l

L
a
n
d
f
i
l
l
Pe
r
m
i
t

N
o
.

1
4
-
0
3
Pa
g
e

1
7

o
f

3
0
Joyce Engineering
AP
P
E
N
D
I
X

D
:

H
i
s
t
o
r
i
c
a
l

G
r
o
u
n
d
w
a
t
e
r

C
o
n
s
t
i
t
u
e
n
t
s
/
A
n
a
l
y
t
e
s
Sa
m
p
l
e
An
a
l
y
t
e
Co
l
l
e
c
t
i
o
n

D
a
t
e
DL

S
W
S
L
MW
-
1

M
W
-
1
R

M
W
-
2

M
W
-
2
R

M
W
-
3

M
W
-
3
R

M
W
-
3
R
2

M
W
-
4

M
W
-
5

M
W
-
6

M
W
-
7

M
W
-
8

M
W
-
9

M
W
-
1
0

U
D
-
1

U
D
-
2
Blanks
1,
1
-
D
i
c
h
l
o
r
o
e
t
h
a
n
e

0
7
/
0
3
/
1
2

-
-
-
5
ND

-
-
-

-
-
-

0
.
2

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
NC

2
L

=

6

µ
g
/
L

0
1
/
3
0
/
1
3

-
-
-
5
ND

-
-
-

-
-
-

0
.
3

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
NC

S
W
S
L

=

5

µ
g
/
L

0
4
/
1
0
/
1
3

-
-
-
5
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
05
/
0
9
/
1
3

-
-
-
5
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
06
/
1
2
/
1
3

-
-
-
5
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
1
3

-
-
-
5
ND

-
-
-

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
3
0
/
1
4

5
.
0
5
ND

-
-
-

-
-
-

0
.
5

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
2
/
1
4

0
.
2
5
ND

-
-
-

-
-
-

0
.
7

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
01
/
2
6
/
1
5

0
.
2
5.0
ND

-
-
-

-
-
-

0
.
7

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
07
/
2
8
/
1
5

0
.
2
5.0
ND

-
-
-

-
-
-

1
.
0

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
01
/
2
8
/
1
6

0
.
4
5.0
--
-

N
D

-
-
-

0
.
8
0

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

N
D
07
/
2
8
/
1
6

0
.
4
5.0
--
-

N
D

-
-
-

0
.
7
0

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

d
r
y

N
D
Fo
o
t
h
i
l
l
s

R
e
g
i
o
n
a
l

L
a
n
d
f
i
l
l
Pe
r
m
i
t

N
o
.

1
4
-
0
3
Pa
g
e

1
8

o
f

3
0
Joyce Engineering
AP
P
E
N
D
I
X

D
:

H
i
s
t
o
r
i
c
a
l

G
r
o
u
n
d
w
a
t
e
r

C
o
n
s
t
i
t
u
e
n
t
s
/
A
n
a
l
y
t
e
s
Sa
m
p
l
e
An
a
l
y
t
e
Co
l
l
e
c
t
i
o
n

D
a
t
e
DL

S
W
S
L
MW
-
1

M
W
-
1
R

M
W
-
2

M
W
-
2
R

M
W
-
3

M
W
-
3
R

M
W
-
3
R
2

M
W
-
4

M
W
-
5

M
W
-
6

M
W
-
7

M
W
-
8

M
W
-
9

M
W
-
1
0

U
D
-
1

U
D
-
2
Blanks
1,
1
-
D
i
c
h
l
o
r
o
e
t
h
e
n
e

0
8
/
1
0
/
9
8

-
-
-
5
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
NC

2
L

=

7

µ
g
/
L

0
1
/
2
7
/
9
9

-
-
-
5
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
1
9
/
9
9

-
-
-
5
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
7
/
9
9

-
-
-
5
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
9
/
9
9

-
-
-
5
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
10
/
1
2
/
9
9

-
-
-
5
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
12
/
0
6
/
9
9

-
-
-
5
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
5
/
0
0

-
-
-
5
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
1
/
0
0

-
-
-
5
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
9
/
0
1

-
-
-
5
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
7
/
0
1

-
-
-
5
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
11
/
2
7
/
0
1

-
-
-
5
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
2
/
0
2

-
-
-
5
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
0
2

-
-
-
5
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
3
0
/
0
3

-
-
-
1
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
3
0
/
0
3

-
-
-
1
ND

-
-
-

-
-
-

N
D

N
D

1
.
9
2

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
1
5
/
0
4

-
-
-
5
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
6
/
0
4

-
-
-
5
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
8
/
0
5

-
-
-
5
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
1
/
0
5

-
-
-
5
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
2
1
/
0
5

-
-
-
5
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
1
8
/
0
6

-
-
-
5
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
03
/
1
4
/
0
6

-
-
-
1
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
6
/
0
6

-
-
-
5
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
2
1
/
0
6

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
0
3
/
0
6

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
3
/
0
7

-
-
-
5
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
5
/
0
7

-
-
-
5
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
7
/
0
8

-
-
-
5
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
3
/
0
8

-
-
-
5
ND

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
1
1
/
0
8

-
-
-
5
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
0
6
/
0
9

-
-
-
5
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
0
8
/
0
9

-
-
-
5
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
1
9
/
1
0

-
-
-
5
ND

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
06
/
0
2
/
1
0

-
-
-
5
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
7
/
1
0

-
-
-
5
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
11
/
2
2
/
1
0

-
-
-
5
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
4
/
1
1

-
-
-
5
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
07
/
2
5
/
1
1

-
-
-
5
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

1
.
0
0

J

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
0
5
/
1
2

-
-
-
5
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
07
/
0
3
/
1
2

-
-
-
5
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
NC

2
L

=

3
5
0

µ
g
/
L

(
0
4
/
0
1
/
2
0
1
3
)

0
1
/
3
0
/
1
3

-
-
-
5
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
04
/
1
0
/
1
3

-
-
-
5
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
05
/
0
9
/
1
3

-
-
-
5
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
06
/
1
2
/
1
3

-
-
-
5
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
1
3

-
-
-
5
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
3
0
/
1
4

5
.
0
5
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
2
/
1
4

0
.
2
5
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
01
/
2
6
/
1
5

0
.
2
5.0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
07
/
2
8
/
1
5

0
.
3
5.0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
01
/
2
8
/
1
6

0
.
5
5.0

--
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

N
D
07
/
2
8
/
1
6

0
.
5
5.0

--
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

N
D

N
D

d
r
y

N
D
Fo
o
t
h
i
l
l
s

R
e
g
i
o
n
a
l

L
a
n
d
f
i
l
l
Pe
r
m
i
t

N
o
.

1
4
-
0
3
Pa
g
e

1
9

o
f

3
0
Joyce Engineering
AP
P
E
N
D
I
X

D
:

H
i
s
t
o
r
i
c
a
l

G
r
o
u
n
d
w
a
t
e
r

C
o
n
s
t
i
t
u
e
n
t
s
/
A
n
a
l
y
t
e
s
Sa
m
p
l
e
An
a
l
y
t
e
Co
l
l
e
c
t
i
o
n

D
a
t
e
DL

S
W
S
L
MW
-
1

M
W
-
1
R

M
W
-
2

M
W
-
2
R

M
W
-
3

M
W
-
3
R

M
W
-
3
R
2

M
W
-
4

M
W
-
5

M
W
-
6

M
W
-
7

M
W
-
8

M
W
-
9

M
W
-
1
0

U
D
-
1

U
D
-
2
Blanks
ci
s
-
1
,
2
-
D
i
c
h
l
o
r
o
e
t
h
e
n
e

0
7
/
0
3
/
1
2

-
-
-
5
ND

-
-
-

-
-
-

0
.
2
0

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
NC

2
L

=

7
0

µ
g
/
L

0
1
/
3
0
/
1
2

-
-
-
5
ND

-
-
-

-
-
-

0
.
3
0

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
NC

S
W
S
L

=

5

µ
g
/
L

0
4
/
1
0
/
1
3

-
-
-
5
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
05
/
0
9
/
1
3

-
-
-
5
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
06
/
1
2
/
1
3

-
-
-
5
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
1
3

-
-
-
5
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
3
0
/
1
4

5
.
0
5
ND

-
-
-

-
-
-

0
.
7

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
2
/
1
4

0
.
2
5.0
ND

-
-
-

-
-
-

0
.
9

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
01
/
2
6
/
1
5

0
.
2
5.0
ND

-
-
-

-
-
-

1
.
1

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
07
/
2
8
/
1
5

0
.
3
5.0
ND

-
-
-

-
-
-

1
.
6

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
01
/
2
8
/
1
6

0
.
5
5.0
--
-

N
D

-
-
-

1
.
7
0

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

N
D
07
/
2
8
/
1
6

0
.
5
5.0
--
-

N
D

-
-
-

1
.
9
0

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

d
r
y

N
D
Fo
o
t
h
i
l
l
s

R
e
g
i
o
n
a
l

L
a
n
d
f
i
l
l
Pe
r
m
i
t

N
o
.

1
4
-
0
3
Pa
g
e

2
0

o
f

3
0
Joyce Engineering
AP
P
E
N
D
I
X

D
:

H
i
s
t
o
r
i
c
a
l

G
r
o
u
n
d
w
a
t
e
r

C
o
n
s
t
i
t
u
e
n
t
s
/
A
n
a
l
y
t
e
s
Sa
m
p
l
e
An
a
l
y
t
e
Co
l
l
e
c
t
i
o
n

D
a
t
e
DL

S
W
S
L
MW
-
1

M
W
-
1
R

M
W
-
2

M
W
-
2
R

M
W
-
3

M
W
-
3
R

M
W
-
3
R
2

M
W
-
4

M
W
-
5

M
W
-
6

M
W
-
7

M
W
-
8

M
W
-
9

M
W
-
1
0

U
D
-
1

U
D
-
2
Blanks
Me
t
h
y
l
e
n
e

C
h
l
o
r
i
d
e

0
8
/
1
0
/
9
8

-
-
-
10
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
NC

2
L

=

5

µ
g
/
L

0
1
/
2
7
/
9
9

-
-
-
10
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
1
9
/
9
9

-
-
-
10
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
7
/
9
9

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
9
/
9
9

-
-
-
10
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
10
/
1
2
/
9
9

-
-
-
10
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
12
/
0
6
/
9
9

-
-
-
10
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
5
/
0
0

-
-
-
10
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
1
/
0
0

-
-
-
10
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
9
/
0
1

-
-
-
10
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
7
/
0
1

-
-
-
10
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
11
/
2
7
/
0
1

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
2
/
0
2

-
-
-
10
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
0
2

-
-
-
10
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
3
0
/
0
3

-
-
-
5
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
3
0
/
0
3

-
-
-
5
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
1
5
/
0
4

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
6
/
0
4

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
8
/
0
5

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
1
/
0
5

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
2
1
/
0
5

-
-
-
10
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
1
8
/
0
6

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
03
/
1
4
/
0
6

-
-
-
1
ND

-
-
-

-
-
-

N
D

N
D

1
.
7

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
6
/
0
6

-
-
-
10
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
2
1
/
0
6

-
-
-
2
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
0
3
/
0
6

-
-
-
2
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
3
/
0
7

-
-
-
5.5
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
5
/
0
7

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
7
/
0
8

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
3
/
0
8

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
1
1
/
0
8

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
0
6
/
0
9

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
0
8
/
0
9

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
1
9
/
1
0

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
06
/
0
2
/
1
0

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
7
/
1
0

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
11
/
2
2
/
1
0

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
4
/
1
1

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
07
/
2
5
/
1
1

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
0
5
/
1
2

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
07
/
0
3
/
1
2

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
3
0
/
1
3

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

0
.
3
0

J
04
/
1
0
/
1
3

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
05
/
0
9
/
1
3

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
06
/
1
2
/
1
3

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
1
3

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
3
0
/
1
4

1
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
2
/
1
4

0
.
6
1
ND

-
-
-

-
-
-

0
.
3

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
01
/
2
6
/
1
5

0
.
6
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
07
/
2
8
/
1
5

0
.
3
1
ND

-
-
-

-
-
-

0
.
6

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
01
/
2
8
/
1
6

0
.
5
1
--
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

N
D
07
/
2
8
/
1
6

0
.
5
1
--
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

d
r
y

N
D
Me
t
h
y
l

E
t
h
y
l

K
e
t
o
n
e

(
2
-
B
u
t
a
n
o
n
e
)

0
1
/
3
0
/
1
3

-
-
-
10
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

4
9
.
0
0

J

-
-
-

N
D
04
/
1
0
/
1
3

-
-
-
10
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
NC

2
L

=

4
0
0
0

µ
g
/
L

0
5
/
0
9
/
1
3

-
-
-
10
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
06
/
1
2
/
1
3

-
-
-
10
0
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
1
3

-
-
-
10
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

1
.
2
0

J

-
-
-

N
D
01
/
3
0
/
1
4

1
0
0
10
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

2
.
3

J
07
/
2
2
/
1
4

0
.
8
10
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
01
/
2
6
/
1
5

0
.
8
10
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
07
/
2
8
/
1
5

0
.
9
10
0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
01
/
2
8
/
1
6

1
.
1
10
0
--
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

N
D

3
.
0
0

J

N
D

N
D
07
/
2
8
/
1
6

1
.
1
10
0
--
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

d
r
y

N
D
Fo
o
t
h
i
l
l
s

R
e
g
i
o
n
a
l

L
a
n
d
f
i
l
l
Pe
r
m
i
t

N
o
.

1
4
-
0
3
Pa
g
e

2
1

o
f

3
0
Joyce Engineering
AP
P
E
N
D
I
X

D
:

H
i
s
t
o
r
i
c
a
l

G
r
o
u
n
d
w
a
t
e
r

C
o
n
s
t
i
t
u
e
n
t
s
/
A
n
a
l
y
t
e
s
Sa
m
p
l
e
An
a
l
y
t
e
Co
l
l
e
c
t
i
o
n

D
a
t
e
DL

S
W
S
L
MW
-
1

M
W
-
1
R

M
W
-
2

M
W
-
2
R

M
W
-
3

M
W
-
3
R

M
W
-
3
R
2

M
W
-
4

M
W
-
5

M
W
-
6

M
W
-
7

M
W
-
8

M
W
-
9

M
W
-
1
0

U
D
-
1

U
D
-
2
Blanks
Te
t
r
a
c
h
l
o
r
o
e
t
h
e
n
e

0
8
/
1
0
/
9
8

-
-
-
5
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
NC

2
L

=

0
.
7

µ
g
/
L

0
1
/
2
7
/
9
9

-
-
-
5
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
1
9
/
9
9

-
-
-
5
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
7
/
9
9

-
-
-
5
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
9
/
9
9

-
-
-
5
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
10
/
1
2
/
9
9

-
-
-
5
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
12
/
0
6
/
9
9

-
-
-
5
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
5
/
0
0

-
-
-
5
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
1
/
0
0

-
-
-
5
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
9
/
0
1

-
-
-
5
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
7
/
0
1

-
-
-
5
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
11
/
2
7
/
0
1

-
-
-
5
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
2
/
0
2

-
-
-
5
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
0
2

-
-
-
5
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
3
0
/
0
3

-
-
-
1
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
3
0
/
0
3

-
-
-
1
ND

-
-
-

-
-
-

N
D

N
D
1.
3
8
--
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
1
5
/
0
4

-
-
-
1
ND

-
-
-

-
-
-

N
D

N
D
1.
4
6
--
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
6
/
0
4

-
-
-
1
ND

-
-
-

-
-
-

N
D

N
D
1.
0
5
--
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
8
/
0
5

-
-
-
1
ND

-
-
-

-
-
-

N
D

N
D
1.
6
3
--
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
1
/
0
5

-
-
-
1
ND

-
-
-

-
-
-

N
D

N
D

1
.
4
8

B

-
-
-

N
D

1
.
2
9

B

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
.
2
1
10
/
2
1
/
0
5

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
1
8
/
0
6

-
-
-
1
ND

-
-
-

-
-
-

N
D

N
D
2.
3
8
--
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
03
/
1
4
/
0
6

-
-
-
1
ND

-
-
-

-
-
-

N
D
1.0

1
.
6
--
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
6
/
0
6

-
-
-
1
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
2
1
/
0
6

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
0
3
/
0
6

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
3
/
0
7

-
-
-
3
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
5
/
0
7

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
7
/
0
8

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
3
/
0
8

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
1
1
/
0
8

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
0
6
/
0
9

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
0
8
/
0
9

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
1
9
/
1
0

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
06
/
0
2
/
1
0

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
7
/
1
0

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
11
/
2
2
/
1
0

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
4
/
1
1

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
07
/
2
5
/
1
1

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
0
5
/
1
2

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
07
/
0
3
/
1
2

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
3
0
/
1
3

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
04
/
1
0
/
1
3

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
05
/
0
9
/
1
3

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
06
/
1
2
/
1
3

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
1
3

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
3
0
/
1
4

1
.
0
1
ND

-
-
-

-
-
-

0
.
4

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
2
/
1
4

0
.
4
1
ND

-
-
-

-
-
-

0
.
5

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
01
/
2
6
/
1
5

0
.
4
1.0
ND

-
-
-

-
-
-

0
.
5

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
07
/
2
8
/
1
5

0
.
3
1.0
ND

-
-
-

-
-
-

0
.
5

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
01
/
2
8
/
1
6

0
.
4
1.0
--
-

N
D

-
-
-

0
.
7
0

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

N
D
07
/
2
8
/
1
6

0
.
4
1.0
--
-

N
D

-
-
-

0
.
6
0

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

d
r
y

N
D
Tr
i
c
h
l
o
r
o
e
t
h
e
n
e

0
1
/
2
6
/
1
5

0
.
4

1
.
0

N
D

-
-
-

-
-
-

0
.
5

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
07
/
2
8
/
1
5

0
.
4

1
.
0

N
D

-
-
-

-
-
-

0
.
5

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
NC

2
L

=

3

µ
g
/
L

0
1
/
2
8
/
1
6

0
.
4

1
.
0

-
-
-

N
D

-
-
-

0
.
5
0

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

N
D
07
/
2
8
/
1
6

0
.
4
0

1
.
0

-
-
-

N
D

-
-
-

0
.
5
0

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

d
r
y

N
D
Fo
o
t
h
i
l
l
s

R
e
g
i
o
n
a
l

L
a
n
d
f
i
l
l
Pe
r
m
i
t

N
o
.

1
4
-
0
3
Pa
g
e

2
2

o
f

3
0
Joyce Engineering
AP
P
E
N
D
I
X

D
:

H
i
s
t
o
r
i
c
a
l

G
r
o
u
n
d
w
a
t
e
r

C
o
n
s
t
i
t
u
e
n
t
s
/
A
n
a
l
y
t
e
s
Sa
m
p
l
e
An
a
l
y
t
e
Co
l
l
e
c
t
i
o
n

D
a
t
e
DL

S
W
S
L
MW
-
1

M
W
-
1
R

M
W
-
2

M
W
-
2
R

M
W
-
3

M
W
-
3
R

M
W
-
3
R
2

M
W
-
4

M
W
-
5

M
W
-
6

M
W
-
7

M
W
-
8

M
W
-
9

M
W
-
1
0

U
D
-
1

U
D
-
2
Blanks
Tr
i
c
h
l
o
r
o
f
l
u
o
r
o
m
e
t
h
a
n
e

0
8
/
1
0
/
9
8

-
-
-
5
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
NC

2
L

=

2
0
0
0

µ
g
/
L

0
1
/
2
7
/
9
9

-
-
-
5
ND

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
1
9
/
9
9

-
-
-
5
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
7
/
9
9

-
-
-
5
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
9
/
9
9

-
-
-
5
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
10
/
1
2
/
9
9

-
-
-
5
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
12
/
0
6
/
9
9

-
-
-
5
--
-

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
5
/
0
0

-
-
-
5
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
1
/
0
0

-
-
-
5
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
9
/
0
1

-
-
-
5
ND

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
7
/
0
1

-
-
-
5
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
11
/
2
7
/
0
1

-
-
-
5
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
2
/
0
2

-
-
-
5
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
0
2

-
-
-
5
ND

-
-
-

D
r
y

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
3
0
/
0
3

-
-
-
1
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
3
0
/
0
3

-
-
-
1
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
1
5
/
0
4

-
-
-
5
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
6
/
0
4

-
-
-
5
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
8
/
0
5

-
-
-
5
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
1
/
0
5

-
-
-
5
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
2
1
/
0
5

-
-
-
5
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
1
8
/
0
6

-
-
-
5
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
03
/
1
4
/
0
6

-
-
-
1
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
6
/
0
6

-
-
-
1
ND

-
-
-

-
-
-

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
2
1
/
0
6

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
10
/
0
3
/
0
6

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
3
/
0
7

-
-
-
5
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

1
.
3

J

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
5
/
0
7

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

0
.
7
6

J

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
0
7
/
0
8

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

1
.
2

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
Ve
r
i
f
i
c
a
t
i
o
n

E
v
e
n
t

0
2
/
0
6
/
0
8

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
.
1
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
3
/
0
8

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

0
.
9
9

J

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
08
/
1
1
/
0
8

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
0
6
/
0
9

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

1
.
8

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
0
8
/
0
9

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

1
.
2

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
1
9
/
1
0

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

2
.
0

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
06
/
0
2
/
1
0

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
7
/
1
0

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

2
.
2

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
11
/
2
2
/
1
0

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
01
/
2
4
/
1
1

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

1
.
8

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
07
/
2
5
/
1
1

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

2
.
1

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
0
5
/
1
2

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

2
.
0

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
07
/
0
3
/
1
2

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

2
.
6

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
3
0
/
1
3

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

2
.
6

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
04
/
1
0
/
1
3

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
05
/
0
9
/
1
3

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
06
/
1
2
/
1
3

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
1
3

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

2
.
3

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
3
0
/
1
4

1
.
0
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

2
.
6

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
2
/
1
4

0
.
3
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

2
.
2

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
01
/
2
6
/
1
5

0
.
3
1.0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

2
.
0

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
07
/
2
8
/
1
5

0
.
3
1.0
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

1
.
9

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
01
/
2
8
/
1
6

0
.
5
1.0
--
-

N
D

-
-
-

N
D

-
-
-

-
-
-

1
.
4
0

N
D

N
D

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

N
D
07
/
2
8
/
1
6

0
.
5
1.0
--
-

N
D

-
-
-

N
D

-
-
-

-
-
-

1
.
0
0

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

d
r
y

N
D
Fo
o
t
h
i
l
l
s

R
e
g
i
o
n
a
l

L
a
n
d
f
i
l
l
Pe
r
m
i
t

N
o
.

1
4
-
0
3
Pa
g
e

2
3

o
f

3
0
Joyce Engineering
AP
P
E
N
D
I
X

D
:

H
i
s
t
o
r
i
c
a
l

G
r
o
u
n
d
w
a
t
e
r

C
o
n
s
t
i
t
u
e
n
t
s
/
A
n
a
l
y
t
e
s
Sa
m
p
l
e
An
a
l
y
t
e
Co
l
l
e
c
t
i
o
n

D
a
t
e
DL

S
W
S
L
MW
-
1

M
W
-
1
R

M
W
-
2

M
W
-
2
R

M
W
-
3

M
W
-
3
R

M
W
-
3
R
2

M
W
-
4

M
W
-
5

M
W
-
6

M
W
-
7

M
W
-
8

M
W
-
9

M
W
-
1
0

U
D
-
1

U
D
-
2
Blanks
Vin
y
l

C
h
l
o
r
i
d
e

0
1
/
3
0
/
1
3

-
-
-
1
ND

-
-
-

-
-
-

0
.
2
0

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

N
D

-
-
-

N
D
NC

2
L

=
0
.
0
3

µ
g
/
L

0
4
/
1
0
/
1
3

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
05
/
0
9
/
1
3

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
06
/
1
2
/
1
3

-
-
-
1
--
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
1
5
/
1
3

-
-
-
1
ND

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

-
-
-

N
D
01
/
3
0
/
1
4

1
.
0
1
ND

-
-
-

-
-
-

0
.
5

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
2
/
1
4

0
.
3
1
ND

-
-
-

-
-
-

0
.
6

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
01
/
2
6
/
1
5

0
.
3
1.0
ND

-
-
-

-
-
-

0
.
7

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
07
/
2
8
/
1
5

0
.
4
1.0
ND

-
-
-

-
-
-
1.1
--
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
Ve
r
i
f
i
c
a
t
i
o
n

E
v
e
n
t

0
9
/
0
2
/
1
5
1.0
ND

-
-
-

-
-
-

0
.
8

J

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
01
/
2
8
/
1
6

0
.
7
1.0
--
-

N
D

-
-
-
1.0
0
--
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

N
D

N
D

N
D

N
D
Ve
r
i
f
i
c
a
t
i
o
n

E
v
e
n
t

0
3
/
1
6
/
1
6
1.0
--
-

-
-
-

-
-
-

0
.
9
0

J

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

N
D
07
/
2
8
/
1
6

0
.
7
1.0
--
-

N
D

-
-
-

0
.
7
0

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

d
r
y

N
D
Xy
l
e
n
e
s
,

t
o
t
a
l

0
1
/
2
6
/
1
5

0
.
5

5
.
0

N
D

-
-
-

-
-
-

0
.
8

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
07
/
2
8
/
1
5

0
.
2

5
.
0

N
D

-
-
-

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

-
-
-

-
-
-

N
D

N
D

N
D
NC

2
L

=

5
0
0

µ
g
/
L

0
1
/
2
8
/
1
6

0
.
4

5
.
0

-
-
-

N
D

-
-
-

0
.
7
0

J

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D
07
/
2
8
/
1
6

0
.
4

5
.
0

-
-
-

N
D

-
-
-

N
D

-
-
-

-
-
-

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

N
D

d
r
y

N
D
Fo
o
t
h
i
l
l
s

R
e
g
i
o
n
a
l

L
a
n
d
f
i
l
l
Pe
r
m
i
t

N
o
.

1
4
-
0
3
Pa
g
e

2
4

o
f

3
0
Joyce Engineering
AP
P
E
N
D
I
X

D
:

H
i
s
t
o
r
i
c
a
l

G
r
o
u
n
d
w
a
t
e
r

C
o
n
s
t
i
t
u
e
n
t
s
/
A
n
a
l
y
t
e
s
Sa
m
p
l
e
An
a
l
y
t
e
Co
l
l
e
c
t
i
o
n

D
a
t
e
DL

S
W
S
L
MW
-
1

M
W
-
1
R

M
W
-
2

M
W
-
2
R

M
W
-
3

M
W
-
3
R

M
W
-
3
R
2

M
W
-
4

M
W
-
5

M
W
-
6

M
W
-
7

M
W
-
8

M
W
-
9

M
W
-
1
0

U
D
-
1

U
D
-
2
Blanks
Fie
l
d

P
a
r
a
m
e
t
e
r
s
pH

0
8
/
1
0
/
9
8

-
-
-

-
-
-

6
.
2
8

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
(S
.
U
.
)

0
1
/
2
7
/
9
9

-
-
-

-
-
-

6
.
1
7

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
1
9
/
9
9

-
-
-

-
-
-

6
.
1
6

-
-
-

6
.
1
8

-
-
-

6
.
6
9

-
-
-

-
-
-

5
.
8
2

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
7
/
9
9

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
9
/
9
9

-
-
-

-
-
-

6
.
7
7

-
-
-

6
.
6
7

-
-
-

6
.
9
3

-
-
-

-
-
-

6
.
0
7

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
10
/
1
2
/
9
9

-
-
-

-
-
-

-
-
-

-
-
-

5
.
8
8

-
-
-

6
.
2
1

-
-
-

-
-
-

5
.
7
1

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
12
/
0
6
/
9
9

-
-
-

-
-
-

-
-
-

-
-
-

5
.
6
5

-
-
-

6
.
3
2

-
-
-

-
-
-

5
.
5
8

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
5
/
0
0

-
-
-

-
-
-

7
.
1
6

-
-
-

6
.
4
7

-
-
-

8
.
3
1

-
-
-

-
-
-

5
.
9
5

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
1
/
0
0

-
-
-

-
-
-

6
.
3
2

-
-
-

6
.
0
8

-
-
-

6
.
6
3

-
-
-

-
-
-

5
.
8
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
0
9
/
0
1

-
-
-

-
-
-

6
.
5
6

-
-
-

6
.
3
7

-
-
-

6
.
6
3

-
-
-

-
-
-

5
.
6
5

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
1
7
/
0
1

-
-
-

-
-
-

7
.
8
7

-
-
-

D
r
y

-
-
-

6
.
8
0

-
-
-

-
-
-

5
.
5
2

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
11
/
2
7
/
0
1

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

6
.
7
3

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
2
/
0
2

-
-
-

-
-
-

6
.
4
9

-
-
-

D
r
y

-
-
-

6
.
5
3

-
-
-

-
-
-

5
.
9
0

6
.
4

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
1
5
/
0
2

-
-
-

-
-
-

5
.
9
7

-
-
-

D
r
y

-
-
-

6
.
2
4

-
-
-

-
-
-

5
.
4
0

5
.
8
1

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
3
0
/
0
3

-
-
-

-
-
-

6
.
0
0

-
-
-

-
-
-

6
.
0
0

6
.
6
0

6
.
1

-
-
-

5
.
5
0

5
.
9

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
3
0
/
0
3

-
-
-

-
-
-

6
.
4
0

-
-
-

-
-
-

5
.
9
0

6
.
7
0

6
.
3

-
-
-

5
.
8
0

6
.
8

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
1
5
/
0
4

-
-
-

-
-
-

6
.
0
3

-
-
-

-
-
-

6
.
2
3

6
.
9
5

6
.
1
5

-
-
-

5
.
3
5

6
.
1

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
1
6
/
0
4

-
-
-

-
-
-

5
.
4
1

-
-
-

-
-
-

5
.
9
8

6
.
0
7

5
.
9
7

-
-
-

5
.
3
3

5
.
9
6

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
8
/
0
5

-
-
-

-
-
-

5
.
9
2

-
-
-

-
-
-

6
.
1
8

6
.
7
2

6
.
0
4

-
-
-

5
.
2
5

6
.
1
9

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
1
/
0
5

-
-
-

-
-
-

6
.
4
0

-
-
-

-
-
-

6
.
1
0

6
.
5
0

6
.
1

-
-
-

5
.
4
0

6
.
1

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
10
/
2
1
/
0
5

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

5
.
9

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
1
8
/
0
6

-
-
-

-
-
-

6
.
6
0

-
-
-

-
-
-

5
.
7
0

6
.
7
0

6
.
8

-
-
-

5
.
1
0

5
.
9

5
.
4

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
03
/
1
4
/
0
6

-
-
-

-
-
-

5
.
1
9

-
-
-

-
-
-

5
.
0
4

7
.
7
7

7
.
5

-
-
-

5
.
9
4

5
.
5
6

3
.
7
0

(
3
.
9
4
)

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
03
/
2
4
/
0
6

-
-
-

-
-
-

5
.
9
1

-
-
-

-
-
-

6
.
0
5

1
0
.
0
0

-
-
-

-
-
-

6
.
8
8

5
.
9
5

6
.
3

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
6
/
0
6

-
-
-

-
-
-

5
.
9
0

-
-
-

-
-
-

5
.
9
0

6
.
3
0

5
.
6

-
-
-

5
.
3
0

5
.
9

5
.
3

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
08
/
2
1
/
0
6

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

7
.
0
4

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
10
/
0
3
/
0
6

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

7
.
1
4

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
3
/
0
7

-
-
-

-
-
-

5
.
4
0

-
-
-

-
-
-

5
.
6
5

-
-
-

-
-
-

1
1
.
6
9

5
.
3
1

6
.
0
7

5
.
2

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
5
/
0
7

-
-
-

-
-
-

5
.
4
3

-
-
-

-
-
-

5
.
5
2

-
-
-

-
-
-

1
2
.
5
0

4
.
9
9

5
.
7
7

5
.
1

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
0
7
/
0
8

-
-
-

-
-
-

5
.
3
5

-
-
-

-
-
-

5
.
6
3

-
-
-

-
-
-

8
.
7
7

5
.
1
3

5
.
7
3

4
.
7

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
Ve
r
i
f
i
c
a
t
i
o
n

E
v
e
n
t

0
2
/
0
6
/
0
8

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

7
.
3
2

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
3
/
0
8

-
-
-

-
-
-

5
.
7
9

-
-
-

-
-
-

5
.
8
0

-
-
-

-
-
-

9
.
8
8

5
.
3
3

5
.
9
2

5
.
1

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
08
/
1
1
/
0
8

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

6
.
0
2

-
-
-

-
-
-
01
/
0
6
/
0
9

-
-
-

-
-
-

5
.
7
3

-
-
-

-
-
-

5
.
8
8

-
-
-

-
-
-

7
.
8
6

5
.
3
8

5
.
9
8

5
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
0
8
/
0
9

-
-
-

-
-
-

6
.
1
0

-
-
-

-
-
-

5
.
8
0

-
-
-

-
-
-

1
0
.
9
6

5
.
3
5

6
.
1
5

5
.
4

-
-
-

-
-
-

-
-
-

-
-
-

6
.
0
6

-
-
-

-
-
-
01
/
1
9
/
1
0

-
-
-

-
-
-

5
.
7
3

-
-
-

-
-
-

5
.
5
9

-
-
-

-
-
-

1
1
.
5
8

4
.
8
5

5
.
8
6

4
.
8

-
-
-

-
-
-

-
-
-

-
-
-

7
.
0
9

-
-
-

-
-
-
Ve
r
i
f
i
c
a
t
i
o
n

E
v
e
n
t

0
3
/
1
0
/
1
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

4
.
6
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
06
/
0
2
/
1
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
7
/
1
0

-
-
-

-
-
-

5
.
4
5

-
-
-

-
-
-

5
.
6
5

-
-
-

-
-
-

1
1
.
1
8

4
.
9
9

5
.
7
7

5
.
0

5
.
4
6

-
-
-

-
-
-

-
-
-

5
.
7
0

-
-
-

-
-
-
11
/
2
2
/
1
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

5
.
7
5

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
4
/
1
1

-
-
-

-
-
-

5
.
4
9

-
-
-

-
-
-

5
.
5
5

-
-
-

-
-
-

8
.
9
0

5
.
0
3

5
.
7
2

4
.
9

5
.
4
3

-
-
-

-
-
-

-
-
-

5
.
8
3

-
-
-

-
-
-
07
/
2
5
/
1
1

-
-
-

-
-
-

5
.
3
0

-
-
-

-
-
-

5
.
4
1

-
-
-

-
-
-

9
.
4
8

4
.
3
6

5
.
6
1

4
.
8

4
.
6
6

-
-
-

-
-
-

-
-
-

5
.
6
1

-
-
-

-
-
-
01
/
0
5
/
1
2

-
-
-

-
-
-

5
.
9
4

-
-
-

-
-
-

5
.
8
9

-
-
-

-
-
-

8
.
6
9

5
.
3
9

5
.
9
4

5
.
4

5
.
9
6

-
-
-

-
-
-

-
-
-

6
.
2
9

-
-
-

-
-
-
07
/
0
3
/
1
2

-
-
-

-
-
-

5
.
9
6

-
-
-

-
-
-

5
.
9
2

-
-
-

-
-
-

7
.
8
7

5
.
3
5

6
.
0
4

5
.
3

5
.
9
0

-
-
-

-
-
-

-
-
-

6
.
0
8

-
-
-

-
-
-
01
/
3
0
/
1
3

-
-
-

-
-
-

5
.
9
9

-
-
-

-
-
-

7
.
5
5

-
-
-

-
-
-

1
0
.
1
1

5
.
2
6

6
.
0
1

5
.
2

5
.
7
3

-
-
-

-
-
-

-
-
-

7
.
8
5

-
-
-

-
-
-
07
/
1
5
/
1
3

-
-
-

-
-
-

5
.
5
1

-
-
-

-
-
-

8
.
7
3

-
-
-

-
-
-

8
.
2
1

5
.
0
7

5
.
8
2

4
.
8

5
.
2
9

4
.
6
6

-
-
-

-
-
-

8
.
2
7

-
-
-

-
-
-
01
/
3
0
/
1
4

-
-
-

-
-
-

6
.
9
1

-
-
-

-
-
-

6
.
3
1

-
-
-

-
-
-

6
.
5
1

8
.
9
0

7
.
7
6

6
.
8

6
.
0
6

5
.
5
9

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
2
/
1
4

-
-
-

-
-
-

6
.
3
2

-
-
-

-
-
-

6
.
0
0

-
-
-

-
-
-

8
.
2
2

5
.
1
2

5
.
7
8

5
.
2

5
.
5
8

5
.
0
1

-
-
-

-
-
-

6
.
0
6

5
.
7
7

-
-
-
01
/
2
6
/
1
5

F
I
E
L
D

-
-
-

5
.
8
5

-
-
-

-
-
-

5
.
6
3

-
-
-

-
-
-

8
.
1
7

4
.
6
3

5
.
4
9

5
.
0
8

5
.
1
9

4
.
9
0

-
-
-

-
-
-

5
.
1
1

5
.
4
3

-
-
-
07
/
2
8
/
1
5

-
-
-

6
.
0
6

-
-
-

-
-
-

5
.
7
9

-
-
-

-
-
-

8
.
3
7

5
.
2
2

6
.
0
3

5
.
4
4

5
.
8
0

5
.
3
4

-
-
-

-
-
-

5
.
6
2

6
.
1
2

-
-
-
01
/
2
8
/
1
6

-
-
-

-
-
-

6
.
0
8

-
-
-

6
.
4
2

-
-
-

-
-
-

8
.
1
2

5
.
1
4

5
.
9
3

5
.
1
2

5
.
5
8

5
.
2
0

-
-
-

-
-
-

5
.
7
4

5
.
8
9

-
-
-
Ve
r
i
f
i
c
a
t
i
o
n

E
v
e
n
t

0
3
/
1
6
/
1
6

-
-
-

-
-
-

-
-
-

-
-
-

5
.
3
1

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
8
/
1
6

-
-
-

-
-
-

5
.
7
9

-
-
-

5
.
1
9

-
-
-

-
-
-

5
.
3
1

4
.
7
8

4
.
6
7

4
.
6
9

5
.
2
1

5
.
5
9

4
.
8
5

7
.
9
8

5
.
0
3

d
r
y

-
-
-
Fo
o
t
h
i
l
l
s

R
e
g
i
o
n
a
l

L
a
n
d
f
i
l
l
Pe
r
m
i
t

N
o
.

1
4
-
0
3
Pa
g
e

2
5

o
f

3
0
Joyce Engineering
AP
P
E
N
D
I
X

D
:

H
i
s
t
o
r
i
c
a
l

G
r
o
u
n
d
w
a
t
e
r

C
o
n
s
t
i
t
u
e
n
t
s
/
A
n
a
l
y
t
e
s
Sa
m
p
l
e
An
a
l
y
t
e
Co
l
l
e
c
t
i
o
n

D
a
t
e
DL

S
W
S
L
MW
-
1

M
W
-
1
R

M
W
-
2

M
W
-
2
R

M
W
-
3

M
W
-
3
R

M
W
-
3
R
2

M
W
-
4

M
W
-
5

M
W
-
6

M
W
-
7

M
W
-
8

M
W
-
9

M
W
-
1
0

U
D
-
1

U
D
-
2
Blanks
Co
n
d
u
c
t
i
v
i
t
y

0
8
/
1
0
/
9
8

-
-
-

-
-
-

4
8
.
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
(µ
S
/
c
m
)

0
1
/
2
7
/
9
9

-
-
-

-
-
-

1
0
2
.
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
1
9
/
9
9

-
-
-

-
-
-

3
5
.
0
0

-
-
-

2
4
.
0
0

-
-
-

1
1
9
.
0
0

-
-
-

-
-
-

5
3
.
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
7
/
9
9

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
9
/
9
9

-
-
-

-
-
-

3
0
.
0
0

-
-
-

2
1
.
0
0

-
-
-

9
3
.
0
0

-
-
-

-
-
-

4
5
.
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
10
/
1
2
/
9
9

-
-
-

-
-
-

-
-
-

-
-
-

2
7
.
0
0

-
-
-

2
3
0
.
0
0

-
-
-

-
-
-

5
5
.
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
12
/
0
6
/
9
9

-
-
-

-
-
-

-
-
-

-
-
-

4
4
.
0
0

-
-
-

1
4
7
.
0
0

-
-
-

-
-
-

9
2
.
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
5
/
0
0

-
-
-

-
-
-

4
3
.
0
0

-
-
-

3
5
.
0
0

-
-
-

1
7
0
.
0
0

-
-
-

-
-
-

6
4
.
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
1
/
0
0

-
-
-

-
-
-

3
3
.
0
0

-
-
-

2
2
.
0
0

-
-
-

9
4
.
0
0

-
-
-

-
-
-

3
3
.
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
0
9
/
0
1

-
-
-

-
-
-

2
9
.
0
0

-
-
-

2
3
.
0
0

-
-
-

9
3
.
0
0

-
-
-

-
-
-

3
4
.
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
1
7
/
0
1

-
-
-

-
-
-

4
4
.
0
0

-
-
-

D
r
y

-
-
-

2
2
0
.
0
0

-
-
-

-
-
-

5
1
.
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
11
/
2
7
/
0
1

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

4
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
2
/
0
2

-
-
-

-
-
-

3
6
.
0
0

-
-
-

D
r
y

-
-
-

1
3
9
.
0
0

-
-
-

-
-
-

3
6
.
0
0

3
3

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
1
5
/
0
2

-
-
-

-
-
-

2
7
.
0
0

-
-
-

D
r
y

-
-
-

1
4
5
.
0
0

-
-
-

-
-
-

2
6
.
0
0

3
1

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
3
0
/
0
3

-
-
-

-
-
-

5
1
.
9
0

-
-
-

-
-
-

3
6
.
1
0

2
5
4
.
0
0

1
2
3

-
-
-

3
5
.
3
0

5
5
.
9

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
3
0
/
0
3

-
-
-

-
-
-

6
5
.
0
0

-
-
-

-
-
-

7
8
.
0
0

2
4
2
.
0
0

1
3
8

-
-
-

3
0
.
0
0

7
8

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
1
5
/
0
4

-
-
-

-
-
-

6
9
.
8
0

-
-
-

-
-
-

3
7
.
2
0

2
2
1
.
3
0

1
1
9
.
2

-
-
-

2
2
.
9
0

6
2
.
5

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
1
6
/
0
4

-
-
-

-
-
-

6
4
.
0
0

-
-
-

-
-
-

3
8
.
5
0

1
8
9
.
5
0

1
2
1
.
3

-
-
-

2
7
.
9
0

6
4
.
9

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
8
/
0
5

-
-
-

-
-
-

1
9
8
.
6
0

-
-
-

-
-
-

1
4
8
.
6
0

4
8
8
.
0
0

2
9
4

-
-
-

9
8
.
5
0

1
8
8
.
4

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
1
/
0
5

-
-
-

-
-
-

2
3
2
.
0
0

-
-
-

-
-
-

5
7
.
4
0

1
7
9
.
0
0

1
4
8

-
-
-

2
7
.
2
0

8
7
.
4

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
10
/
2
1
/
0
5

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

5
9
.
8

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
1
8
/
0
6

-
-
-

-
-
-

5
0
.
9
0

-
-
-

-
-
-

4
8
.
9
0

1
8
2
.
6
0

1
0
5
.
6

-
-
-

3
1
.
0
0

7
3
.
1

8
0
.
4

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
03
/
1
4
/
0
6

-
-
-

-
-
-

9
1
.
0
0

-
-
-

-
-
-

7
9
.
0
0

2
9
5
.
0
0

2
1
0

-
-
-

4
6
.
0
0

1
1
5

8
2

(
8
6
)

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
03
/
2
4
/
0
6

-
-
-

-
-
-

9
7
.
0
0

-
-
-

-
-
-

7
7
.
0
0

2
8
7
.
0
0

-
-
-

-
-
-

5
1
.
0
0

1
2
2

9
9
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
6
/
0
6

-
-
-

-
-
-

6
1
.
7
0

-
-
-

-
-
-

5
3
.
5
0

2
1
5
.
2
0

1
3
7
.
9

-
-
-

4
0
.
5
0

8
1
.
6

5
7
.
4

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
08
/
2
1
/
0
6

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

7
5
.
2
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
10
/
0
3
/
0
6

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

9
0
.
4
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
3
/
0
7

-
-
-

-
-
-

6
2
.
0
0

-
-
-

-
-
-

5
5
.
0
0

-
-
-

-
-
-

1
2
2
.
0
0

2
0
.
0
0

7
6

6
4
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
5
/
0
7

-
-
-

-
-
-

6
6
.
0
0

-
-
-

-
-
-

6
1
.
0
0

-
-
-

-
-
-

1
7
5
.
0
0

2
5
.
0
0

7
9

8
9
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
0
7
/
0
8

-
-
-

-
-
-

9
9
.
0
0

-
-
-

-
-
-

1
1
0
.
0
0

-
-
-

-
-
-

1
5
9
.
0
0

9
5
.
0
0

1
8
0

1
7
2
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
Ve
r
i
f
i
c
a
t
i
o
n

E
v
e
n
t

0
2
/
0
6
/
0
8

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
9
7
.
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
3
/
0
8

-
-
-

-
-
-

8
9
.
0
0

-
-
-

-
-
-

8
8
.
0
0

-
-
-

-
-
-

1
7
8
.
0
0

5
6
.
0
0

1
0
2

1
3
5
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
08
/
1
1
/
0
8

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
7
9
.
0
0

-
-
-

-
-
-
01
/
0
6
/
0
9

-
-
-

-
-
-

7
4
.
0
0

-
-
-

-
-
-

7
8
.
0
0

-
-
-

-
-
-

1
0
8
.
0
0

5
0
.
0
0

9
4

9
8
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
0
8
/
0
9

-
-
-

-
-
-

8
2
.
0
0

-
-
-

-
-
-

8
4
.
0
0

-
-
-

-
-
-

1
0
1
3
.
0
0

3
6
.
0
0

9
7

8
4
.
0

-
-
-

-
-
-

-
-
-

-
-
-

1
6
7
.
0
0

-
-
-

-
-
-
01
/
1
9
/
1
0

-
-
-

-
-
-

8
6
.
0
0

-
-
-

-
-
-

8
5
.
0
0

-
-
-

-
-
-

1
1
5
8
.
0
0

3
3
.
0
0

9
8

8
7
.
0

-
-
-

-
-
-

-
-
-

-
-
-

1
0
9
.
0
0

-
-
-

-
-
-
Ve
r
i
f
i
c
a
t
i
o
n

E
v
e
n
t

0
3
/
1
0
/
1
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

3
3
.
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
06
/
0
2
/
1
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

2
7
.
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
7
/
1
0

-
-
-

-
-
-

8
6
.
0
0

-
-
-

-
-
-

8
8
.
0
0

-
-
-

-
-
-

5
7
2
.
0
0

3
8
.
0
0

9
9

7
3
.
0

2
8
.
0
0

-
-
-

-
-
-

-
-
-

1
5
9
.
0
0

-
-
-

-
-
-
11
/
2
2
/
1
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

3
2
.
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
4
/
1
1

-
-
-

-
-
-

8
2
.
0
0

-
-
-

-
-
-

9
0
.
0
0

-
-
-

-
-
-

1
2
1
.
0
0

5
4
.
0
0

1
0
1

7
1
.
0

2
8
.
0
0

-
-
-

-
-
-

-
-
-

1
5
1
.
0
0

-
-
-

-
-
-
01
/
0
5
/
1
2

-
-
-

-
-
-

8
6
.
0
0

-
-
-

-
-
-

1
0
2
.
0
0

-
-
-

-
-
-

2
0
7
.
0
0

4
5
.
0
0

1
1
4

9
3
.
0

3
1
.
0
0

-
-
-

-
-
-

-
-
-

1
8
4
.
0
0

-
-
-

-
-
-
07
/
2
6
/
1
1

-
-
-

-
-
-

6
0
.
0
0

-
-
-

-
-
-

7
6
.
0
0

-
-
-

-
-
-

9
7
.
0
0

3
9
.
0
0

8
6

6
9
.
0

2
4
.
0
0

-
-
-

-
-
-

-
-
-

1
3
4
.
0
0

-
-
-

-
-
-
07
/
0
3
/
1
2

-
-
-

-
-
-

6
8
.
1
0

-
-
-

-
-
-

9
8
.
9
0

-
-
-

-
-
-

1
2
2
.
0
0

3
4
.
6
0

1
0
0
.
1

7
3
.
5

2
8
.
5
0

-
-
-

-
-
-

-
-
-

1
8
4
.
2
0

-
-
-

-
-
-
01
/
3
0
/
1
3

-
-
-

-
-
-

7
2
.
3
0

-
-
-

-
-
-

7
7
.
9
0

-
-
-

-
-
-

2
0
9
.
1
0

3
4
.
8
0

1
0
7
.
6

6
9
.
9

2
6
.
3
0

-
-
-

-
-
-

-
-
-

1
1
8
5
.
0
0

-
-
-

-
-
-
07
/
1
5
/
1
3

-
-
-

-
-
-

5
7
.
2
0

-
-
-

-
-
-

9
1
.
4
0

-
-
-

-
-
-

1
5
1
.
6
0

2
8
.
8
0

9
5
.
1

9
8
.
3

2
0
3
.
2
0

3
5
.
2
0

-
-
-

-
-
-

1
9
4
7
.
0
0

-
-
-

-
-
-
01
/
3
0
/
1
4

-
-
-

-
-
-

5
2
.
6
0

-
-
-

-
-
-

8
6
.
2
0

-
-
-

-
-
-

1
2
9
.
7
0

2
7
.
9
0

9
7

1
0
3
.
1

2
1
1
.
4
0

3
9
.
7
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
2
/
1
4

-
-
-

-
-
-

6
5
.
0
0

-
-
-

-
-
-

1
1
1
.
6
0

-
-
-

-
-
-

1
3
3
.
5
0

3
1
.
8
0

1
2
2

1
0
5
.
7

1
3
0
.
7
0

3
7
4
.
0
0

-
-
-

-
-
-

1
8
0
.
4
0

2
0
9
.
9
0

-
-
-
01
/
2
6
/
1
5

F
I
E
L
D

-
-
-

4
9
.
6
0

-
-
-

-
-
-

9
4
.
7
0

-
-
-

-
-
-

1
0
0
.
2

2
6
.
0
0

1
0
5
.
1

1
0
2
.
7

1
0
4
.
0

3
2
.
4
0

-
-
-

-
-
-

1
6
8
.
7

2
1
1
.
9

-
-
-
07
/
2
8
/
1
5

-
-
-

5
4
.
0
0

-
-
-

-
-
-

1
0
6
.
0
0

-
-
-

-
-
-

9
2
.
0

2
8
.
0
0

1
1
5

9
8
.
0

9
9
.
0

3
2
.
0
0

-
-
-

-
-
-

1
9
6
.
0

2
3
5
.
0

-
-
-
01
/
2
8
/
1
6

-
-
-

-
-
-

1
0
3
.
4
0

-
-
-

1
0
9
.
2
0

-
-
-

-
-
-

7
9
.
0

2
6
.
2
0

1
1
2
.
7

8
9
.
5

1
0
6
.
1

4
6
.
6
0

-
-
-

-
-
-

4
7
3
.
7

3
7
9
.
8

-
-
-
Ve
r
i
f
i
c
a
t
i
o
n

E
v
e
n
t

0
3
/
1
6
/
1
6

-
-
-

-
-
-

-
-
-

-
-
-

1
2
1
.
4
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
8
/
1
6

-
-
-

-
-
-

1
3
1
.
9

-
-
-

1
3
1
.
9

-
-
-

-
-
-

1
2
8
.
5

2
9
.
6
0

1
4
2
.
0

1
3
7
.
8

1
0
1
.
0

4
8
.
6
0

1
4
7
.
4
0

6
1
.
1

2
5
3
.
1

d
r
y

-
-
-
Fo
o
t
h
i
l
l
s

R
e
g
i
o
n
a
l

L
a
n
d
f
i
l
l
Pe
r
m
i
t

N
o
.

1
4
-
0
3
Pa
g
e

2
6

o
f

3
0
Joyce Engineering
AP
P
E
N
D
I
X

D
:

H
i
s
t
o
r
i
c
a
l

G
r
o
u
n
d
w
a
t
e
r

C
o
n
s
t
i
t
u
e
n
t
s
/
A
n
a
l
y
t
e
s
Sa
m
p
l
e
An
a
l
y
t
e
Co
l
l
e
c
t
i
o
n

D
a
t
e
DL

S
W
S
L
MW
-
1

M
W
-
1
R

M
W
-
2

M
W
-
2
R

M
W
-
3

M
W
-
3
R

M
W
-
3
R
2

M
W
-
4

M
W
-
5

M
W
-
6

M
W
-
7

M
W
-
8

M
W
-
9

M
W
-
1
0

U
D
-
1

U
D
-
2
Blanks
Te
m
p
e
r
a
t
u
r
e

0
8
/
1
0
/
9
8

-
-
-

-
-
-

1
7
.
8
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
(ºC
)

0
1
/
2
7
/
9
9

-
-
-

-
-
-

2
5
.
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
1
9
/
9
9

-
-
-

-
-
-

1
6
.
9
0

-
-
-

1
9
.
2
0

-
-
-

1
7
.
6
0

-
-
-

-
-
-

1
8
.
7
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
7
/
9
9

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
9
/
9
9

-
-
-

-
-
-

1
4
.
9
0

-
-
-

1
3
.
6
0

-
-
-

1
2
.
7
0

-
-
-

-
-
-

1
6
.
6
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
10
/
1
2
/
9
9

-
-
-

-
-
-

-
-
-

-
-
-

1
7
.
1
0

-
-
-

1
5
.
7
0

-
-
-

-
-
-

1
8
.
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
12
/
0
6
/
9
9

-
-
-

-
-
-

-
-
-

-
-
-

1
1
.
0
0

-
-
-

1
1
.
8
0

-
-
-

-
-
-

1
3
.
3
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
5
/
0
0

-
-
-

-
-
-

1
2
.
2
0

-
-
-

1
4
.
5
0

-
-
-

1
1
.
7
0

-
-
-

-
-
-

1
6
.
7
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
1
/
0
0

-
-
-

-
-
-

2
0
.
1
0

-
-
-

1
9
.
2
0

-
-
-

2
2
.
7
0

-
-
-

-
-
-

2
1
.
1
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
0
9
/
0
1

-
-
-

-
-
-

1
1
.
4
0

-
-
-

1
1
.
6
0

-
-
-

1
2
.
0
0

-
-
-

-
-
-

1
3
.
3
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
1
7
/
0
1

-
-
-

-
-
-

1
7
.
1
0

-
-
-

D
r
y

-
-
-

1
9
.
0
0

-
-
-

-
-
-

1
9
.
7
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
11
/
2
7
/
0
1

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
6

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
2
/
0
2

-
-
-

-
-
-

1
5
.
1
0

-
-
-

D
r
y

-
-
-

1
3
.
1
0

-
-
-

-
-
-

1
4
.
5
0

1
3

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
1
5
/
0
2

-
-
-

-
-
-

1
8
.
2
0

-
-
-

D
r
y

-
-
-

1
6
.
9
0

-
-
-

-
-
-

1
9
.
3
0

1
6
.
4

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
3
0
/
0
3

-
-
-

-
-
-

1
3
.
6
0

-
-
-

-
-
-

1
3
.
9
0

1
3
.
8
0

1
4
.
2

-
-
-

1
4
.
6
0

1
3
.
7

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
3
0
/
0
3

-
-
-

-
-
-

1
5
.
5
0

-
-
-

-
-
-

1
8
.
2
0

1
7
.
3
0

1
6
.
7

-
-
-

1
6
.
7
0

2
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
1
5
/
0
4

-
-
-

-
-
-

1
4
.
9
0

-
-
-

-
-
-

1
3
.
2
0

1
4
.
4
0

1
5
.
5

-
-
-

1
5
.
2
0

1
3
.
7

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
1
6
/
0
4

-
-
-

-
-
-

1
4
.
8
0

-
-
-

-
-
-

1
5
.
7
0

1
5
.
5
0

1
8
.
4

-
-
-

1
9
.
2
0

1
7
.
4

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
8
/
0
5

-
-
-

-
-
-

1
3
.
2
0

-
-
-

-
-
-

9
.
5
0

1
2
.
4
0

1
0
.
2

-
-
-

1
1
.
1
0

1
0
.
8

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
1
/
0
5

-
-
-

-
-
-

2
1
.
8
0

-
-
-

-
-
-

2
3
.
6
0

2
0
.
3
0

2
0
.
4

-
-
-

1
9
.
6
0

2
0
.
4

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
10
/
2
1
/
0
5

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
6
.
3

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
1
8
/
0
6

-
-
-

-
-
-

1
1
.
2
0

-
-
-

-
-
-

1
4
.
6
0

1
1
.
2
0

1
1
.
2

-
-
-

1
3
.
2
0

1
2
.
4

1
2
.
3

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
03
/
1
4
/
0
6

-
-
-

-
-
-

1
6
.
7
2

-
-
-

-
-
-

1
7
.
2
9

1
7
.
0
3

1
6
.
3
6

-
-
-

1
7
.
2
6

1
7
.
1
2

1
6
.
5
4

(
1
6
.
4
7
)

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
03
/
2
4
/
0
6

-
-
-

-
-
-

1
5
.
2
3

-
-
-

-
-
-

1
5
.
7
1

1
4
.
7
1

-
-
-

-
-
-

1
5
.
8
4

1
5
.
4
5

1
5
.
9

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
6
/
0
6

-
-
-

-
-
-

1
7
.
9
0

-
-
-

-
-
-

1
8
.
4
0

1
9
.
1
0

2
5
.
3

-
-
-

1
7
.
7
0

1
8
.
2

1
7
.
6

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
08
/
2
1
/
0
6

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
9
.
1
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
10
/
0
3
/
0
6

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
5
.
9
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
3
/
0
7

-
-
-

-
-
-

1
4
.
5
0

-
-
-

-
-
-

1
4
.
8
0

-
-
-

-
-
-

1
4
.
1
0

1
3
.
6
0

1
3
.
2

1
4
.
6

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
5
/
0
7

-
-
-

-
-
-

1
5
.
3
5

-
-
-

-
-
-

1
7
.
3
0

-
-
-

-
-
-

1
7
.
1
1

1
6
.
8
7

1
7
.
9
6

1
7
.
3

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
0
7
/
0
8

-
-
-

-
-
-

1
4
.
6
4

-
-
-

-
-
-

1
6
.
1
3

-
-
-

-
-
-

1
3
.
9
3

1
6
.
2
5

1
6
.
7
4

1
5
.
7

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
Ve
r
i
f
i
c
a
t
i
o
n

E
v
e
n
t

0
2
/
0
6
/
0
8

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
5
.
0
9

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
3
/
0
8

-
-
-

-
-
-

1
6
.
3
9

-
-
-

-
-
-

2
1
.
8
4

-
-
-

-
-
-

2
0
.
1
2

1
7
.
5
7

1
7
.
8
9

1
7
.
6

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
08
/
1
1
/
0
8

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
8
.
8
0

-
-
-

-
-
-
01
/
0
6
/
0
9

-
-
-

-
-
-

1
3
.
3
7

-
-
-

-
-
-

1
1
.
6
4

-
-
-

-
-
-

1
1
.
8
3

1
3
.
5
8

1
3
.
8
4

1
3
.
6

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
0
8
/
0
9

-
-
-

-
-
-

1
6
.
3
9

-
-
-

-
-
-

1
9
.
7
0

-
-
-

-
-
-

2
1
.
1
7

1
7
.
5
0

1
7
.
3
1

1
7
.
2

-
-
-

-
-
-

-
-
-

-
-
-

1
8
.
0
4

-
-
-

-
-
-
01
/
1
9
/
1
0

-
-
-

-
-
-

1
4
.
4
1

-
-
-

-
-
-

1
6
.
9
3

-
-
-

-
-
-

1
5
.
7
6

1
6
.
4
3

1
6
.
3
7

1
5
.
8

-
-
-

-
-
-

-
-
-

-
-
-

1
7
.
9
9

-
-
-

-
-
-
Ve
r
i
f
i
c
a
t
i
o
n

E
v
e
n
t

0
3
/
1
0
/
1
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
5
.
5
8

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
06
/
0
2
/
1
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

2
0
.
5
9

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
7
/
1
0

-
-
-

-
-
-

1
7
.
3
5

-
-
-

-
-
-

2
0
.
7
3

-
-
-

-
-
-

2
0
.
8
1

1
9
.
9
7

2
0
.
0
2

2
0
.
0

1
8
.
7
5

-
-
-

-
-
-

-
-
-

1
8
.
2
2

-
-
-

-
-
-
11
/
2
2
/
1
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
5
.
5
4

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
4
/
1
1

-
-
-

-
-
-

1
2
.
8
3

-
-
-

-
-
-

1
3
.
7
5

-
-
-

-
-
-

1
2
.
1
7

1
4
.
1
7

1
4
.
0
8

1
3
.
8

1
2
.
3
4

-
-
-

-
-
-

-
-
-

1
6
.
3
8

-
-
-

-
-
-
07
/
2
5
/
1
1

-
-
-

-
-
-

1
7
.
9
9

-
-
-

-
-
-

1
9
.
2
8

-
-
-

-
-
-

1
8
.
7
8

1
9
.
0
4

1
9
.
8
3

1
9
.
7

1
7
.
8
2

-
-
-

-
-
-

-
-
-

1
8
.
3
2

-
-
-

-
-
-
01
/
0
5
/
1
2

-
-
-

-
-
-

1
2
.
9
2

-
-
-

-
-
-

1
5
.
1
0

-
-
-

-
-
-

1
5
.
3
0

1
5
.
2
5

1
5
.
3
5

1
5
.
4

1
2
.
8
2

-
-
-

-
-
-

-
-
-

1
2
.
8
2

-
-
-

-
-
-
07
/
0
3
/
1
2

-
-
-

-
-
-

1
8
.
4
0

-
-
-

-
-
-

2
3
.
1
0

-
-
-

-
-
-

2
6
.
1
0

2
0
.
3
0

2
1
.
5

2
1
.
0

2
0
.
2
0

-
-
-

-
-
-

-
-
-

2
1
.
5
0

-
-
-

-
-
-
01
/
3
0
/
1
3

-
-
-

-
-
-

1
5
.
1
0

-
-
-

-
-
-

1
6
.
5
0

-
-
-

-
-
-

1
6
.
3
0

1
6
.
3
0

1
6
.
1

1
5
.
7

1
5
.
0
0

-
-
-

-
-
-

-
-
-

1
4
.
9
0

-
-
-

-
-
-
07
/
1
5
/
1
3

-
-
-

-
-
-

1
8
.
8
0

-
-
-

-
-
-

2
2
.
6
0

-
-
-

-
-
-

2
1
.
3
0

2
1
.
5
0

2
1
.
5

1
9
.
3

1
7
.
0
0

1
8
.
1
0

-
-
-

-
-
-

2
7
.
8
0

-
-
-

-
-
-
01
/
3
0
/
1
4

-
-
-

-
-
-

1
1
.
4
0

-
-
-

-
-
-

1
3
.
5
0

-
-
-

-
-
-

1
3
.
0
0

1
3
.
0
0

1
3
.
3

1
4
.
1

1
4
.
9
0

1
4
.
3
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
2
/
1
4

-
-
-

-
-
-

1
8
.
1
0

-
-
-

-
-
-

2
1
.
0
0

-
-
-

-
-
-

2
0
.
1
0

2
0
.
1
0

2
0

1
8
.
1

1
6
.
1
0

1
6
.
1
0

-
-
-

-
-
-

2
0
.
0
0

2
1
.
0
0

-
-
-
01
/
2
6
/
1
5

F
I
E
L
D

-
-
-

1
2
.
5

-
-
-

-
-
-

1
4
.
1

-
-
-

-
-
-

1
4
.
3

1
5
.
0

1
4
.
0

1
5
.
1

1
5
.
2

1
5
.
3

-
-
-

-
-
-

1
7
.
7

1
7
.
0

-
-
-
07
/
2
8
/
1
5

-
-
-

1
8
.
0
2

-
-
-

-
-
-

1
9
.
6
1

-
-
-

-
-
-

1
8
.
6
2

1
9
.
5
5

1
8
.
5
1

1
9
.
9
2

1
7
.
1
5

1
6
.
2
1

-
-
-

-
-
-

2
2
.
1
6

2
3
.
0
4

-
-
-
01
/
2
8
/
1
6

-
-
-

1
1
.
4
0

1
1
.
4
0

-
-
-

1
5
.
3
0

-
-
-

-
-
-

1
5
.
4
0

1
5
.
2
0

1
4
.
2
0

1
4
.
2
0

1
4
.
2
0

1
4
.
2
0

-
-
-

-
-
-

5
.
8
0

5
.
6
0

-
-
-
Ve
r
i
f
i
c
a
t
i
o
n

E
v
e
n
t

0
3
/
1
6
/
1
6

-
-
-

-
-
-

-
-
-

-
-
-

1
9
.
7
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
8
/
1
6

-
-
-

-
-
-

2
0
.
2

-
-
-

2
1
.
6
0

-
-
-

-
-
-

2
0
.
8
0

2
0
.
5
0

2
0
.
7
0

2
0
.
0
0

1
7
.
8
0

1
6
.
3
0

2
0
.
8
0

1
7
.
9
0

2
8
.
5
0

d
r
y

-
-
-
Fo
o
t
h
i
l
l
s

R
e
g
i
o
n
a
l

L
a
n
d
f
i
l
l
Pe
r
m
i
t

N
o
.

1
4
-
0
3
Pa
g
e

2
7

o
f

3
0
Joyce Engineering
AP
P
E
N
D
I
X

D
:

H
i
s
t
o
r
i
c
a
l

G
r
o
u
n
d
w
a
t
e
r

C
o
n
s
t
i
t
u
e
n
t
s
/
A
n
a
l
y
t
e
s
Sa
m
p
l
e
An
a
l
y
t
e
Co
l
l
e
c
t
i
o
n

D
a
t
e
DL

S
W
S
L
MW
-
1

M
W
-
1
R

M
W
-
2

M
W
-
2
R

M
W
-
3

M
W
-
3
R

M
W
-
3
R
2

M
W
-
4

M
W
-
5

M
W
-
6

M
W
-
7

M
W
-
8

M
W
-
9

M
W
-
1
0

U
D
-
1

U
D
-
2
Blanks
Tu
r
b
i
d
i
t
y

0
8
/
1
0
/
9
8

-
-
-

-
-
-

2
7
.
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
(N
T
U
)

0
1
/
2
7
/
9
9

-
-
-

-
-
-

2
2
.
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
1
9
/
9
9

-
-
-

-
-
-

2
8
.
0
0

-
-
-

3
1
.
0
0

-
-
-

2
4
.
0
0

-
-
-

-
-
-

5
8
.
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
7
/
9
9

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
09
/
0
9
/
9
9

-
-
-

-
-
-

4
1
.
0
0

-
-
-

1
2
3
.
0
0

-
-
-

4
5
.
0
0

-
-
-

-
-
-

2
6
.
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
10
/
1
2
/
9
9

-
-
-

-
-
-

-
-
-

-
-
-

6
.
2
5

-
-
-

2
4
.
0
0

-
-
-

-
-
-

8
.
4
6

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
12
/
0
6
/
9
9

-
-
-

-
-
-

-
-
-

-
-
-

1
.
8
5

-
-
-

5
.
4
6

-
-
-

-
-
-

3
.
4
9

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
5
/
0
0

-
-
-

-
-
-

4
.
6
3

-
-
-

5
.
6
8

-
-
-

1
2
0
.
0
0

-
-
-

-
-
-

2
.
5
5

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
1
/
0
0

-
-
-

-
-
-

4
9
.
0
0

-
-
-

1
6
.
0
0

-
-
-

3
.
9
6

-
-
-

-
-
-

1
1
.
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
0
9
/
0
1

-
-
-

-
-
-

6
.
6
2

-
-
-

7
2
.
0
0

-
-
-

1
0
.
0
0

-
-
-

-
-
-

2
0
.
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
1
7
/
0
1

-
-
-

-
-
-

8
.
7
1

-
-
-

D
r
y

-
-
-

4
0
.
0
0

-
-
-

-
-
-

2
3
.
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
11
/
2
7
/
0
1

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

8
4

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
2
/
0
2

-
-
-

-
-
-

5
.
1
6

-
-
-

D
r
y

-
-
-

6
2
.
0
0

-
-
-

-
-
-

1
3
.
0
0

8
7

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
1
5
/
0
2

-
-
-

-
-
-

6
.
2
4

-
-
-

D
r
y

-
-
-

4
8
.
0
0

-
-
-

-
-
-

6
2
.
0
0

1
9

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
3
0
/
0
3

-
-
-

-
-
-

9
.
8
2

-
-
-

-
-
-

3
5
.
9
0

5
3
.
3
0

1
3
.
7

-
-
-

2
3
.
8
0

2
9
.
4

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
3
0
/
0
3

-
-
-

-
-
-

1
0
.
0
0

-
-
-

-
-
-

1
0
.
0
0

4
.
0
0

7

-
-
-

0
.
3
5

5

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
1
5
/
0
4

-
-
-

-
-
-

2
.
5
7

-
-
-

-
-
-

2
2
.
9
0

9
8
.
1
0

2
4
.
1

-
-
-

2
2
.
2
0

8
2

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
1
6
/
0
4

-
-
-

-
-
-

3
.
5
9

-
-
-

-
-
-

4
.
0
7

4
.
4
0

7
.
7

-
-
-

5
9
.
8
0

3
4
6

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
8
/
0
5

-
-
-

-
-
-

1
.
4
6

-
-
-

-
-
-

3
.
6
7

6
.
3
3

5
.
5
8

-
-
-

5
.
2
8

2
1
.
4

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
1
/
0
5

-
-
-

-
-
-

9
.
4
3

-
-
-

-
-
-

7
.
0
5

1
2
.
0
0

1
0
.
6

-
-
-

8
.
4
1

1
1
.
5

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
10
/
2
1
/
0
5

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
6
6
.
8

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
1
8
/
0
6

-
-
-

-
-
-

4
.
4
6

-
-
-

-
-
-

2
.
5
0

4
.
4
3

5
.
8
4

-
-
-

8
.
2
6

7
.
7
3

9
.
1

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
03
/
1
4
/
0
6

-
-
-

-
-
-

0
.
0
0

-
-
-

-
-
-

8
9
.
0
0

1
0
7
.
0
0

5
8
.
9

-
-
-

2
6
6
.
0
0

4
7
.
6

0

(
0
)

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
03
/
2
4
/
0
6

-
-
-

-
-
-

4
2
5
.
0
0

-
-
-

-
-
-

2
2
.
9
0

0
.
0
0

-
-
-

-
-
-

3
4
8
.
0
0

1
4
3

5
.
3

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
6
/
0
6

-
-
-

-
-
-

1
.
4
3

-
-
-

-
-
-

2
.
6
8

1
4
.
0
0

4
.
7
9

-
-
-

2
.
6
7

6
.
5
1

1
6
.
7

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
08
/
2
1
/
0
6

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
7
.
8
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
10
/
0
3
/
0
6

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
3
.
1
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
3
/
0
7

-
-
-

-
-
-

0
.
0
0

-
-
-

-
-
-

0
.
0
0

-
-
-

-
-
-

2
6
1
.
0
0

0
.
0
0

0

0
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
5
/
0
7

-
-
-

-
-
-

0
.
0
0

-
-
-

-
-
-

0
.
0
0

-
-
-

-
-
-

0
.
0
0

0
.
0
0

0

0
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
0
7
/
0
8

-
-
-

-
-
-

1
6
.
4
0

-
-
-

-
-
-

0
.
9
1

-
-
-

-
-
-

2
.
7
5

2
.
0
2

2
.
0
5

4
.
4

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
Ve
r
i
f
i
c
a
t
i
o
n

E
v
e
n
t

0
2
/
0
6
/
0
8

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

2
.
3
3

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
3
/
0
8

-
-
-

-
-
-

2
.
3
7

-
-
-

-
-
-

1
.
0
8

-
-
-

-
-
-

4
.
6
7

2
.
5
5

8
.
7
4

1
4
.
6

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
08
/
1
1
/
0
8

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

3
.
2
4

-
-
-

-
-
-
01
/
0
6
/
0
9

-
-
-

-
-
-

7
.
3
6

-
-
-

-
-
-

1
.
3
0

-
-
-

-
-
-

4
.
7
4

3
.
6
6

2
.
6
3

6
.
7

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
0
8
/
0
9

-
-
-

-
-
-

2
.
7
9

-
-
-

-
-
-

0
.
9
7

-
-
-

-
-
-

1
4
.
7
0

1
.
4
2

1
.
5
3

3
.
9

-
-
-

-
-
-

-
-
-

-
-
-

8
9
.
5
0

-
-
-

-
-
-
01
/
1
9
/
1
0

-
-
-

-
-
-

1
.
0
7

-
-
-

-
-
-

2
.
2
2

-
-
-

-
-
-

3
.
0
6

5
.
3
0

2
.
0
7

9
.
9

-
-
-

-
-
-

-
-
-

-
-
-

5
.
6
3

-
-
-

-
-
-
Ve
r
i
f
i
c
a
t
i
o
n

E
v
e
n
t

0
3
/
1
0
/
1
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
1
.
9
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
06
/
0
2
/
1
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
0
2
.
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
7
/
1
0

-
-
-

-
-
-

0
.
7
2

-
-
-

-
-
-

0
.
2
6

-
-
-

-
-
-

1
.
1
3

3
.
1
6

0
.
8
4

8
.
8

1
4
.
9
0

-
-
-

-
-
-

-
-
-

6
.
6
5

-
-
-

-
-
-
11
/
2
2
/
1
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

6
.
6
7

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
4
/
1
1

-
-
-

-
-
-

0
.
2
7

-
-
-

-
-
-

0
.
3
2

-
-
-

-
-
-

0
.
8
9

2
.
8
3

0
.
9
9

2
0
.
6

5
2
.
7
0

-
-
-

-
-
-

-
-
-

1
1
.
8
0

-
-
-

-
-
-
07
/
2
5
/
1
1

-
-
-

-
-
-

2
.
7
1

-
-
-

-
-
-

3
.
6
1

-
-
-

-
-
-

2
.
3
0

1
0
.
9
9

5
.
0
4

2
5
.
2

3
7
.
2
0

-
-
-

-
-
-

-
-
-

6
.
4
2

-
-
-

-
-
-
01
/
0
5
/
1
2

-
-
-

-
-
-

0
.
4
0

-
-
-

-
-
-

0
.
2
1

-
-
-

-
-
-

1
.
2
7

1
.
4
1

0
.
9
8

2
.
5

9
6
.
9
0

-
-
-

-
-
-

-
-
-

3
.
6
1

-
-
-

-
-
-
07
/
0
3
/
1
2

-
-
-

-
-
-

2
2
.
3
0

-
-
-

-
-
-

2
7
.
1
0

-
-
-

-
-
-

2
3
.
8
0

2
2
.
3
0

1
1
.
0
9

1
6
.
9

1
9
.
1
1

-
-
-

-
-
-

-
-
-

3
2
.
7
0

-
-
-

-
-
-
01
/
3
0
/
1
3

-
-
-

-
-
-

1
1
.
9
1

-
-
-

-
-
-

1
3
.
6
9

-
-
-

-
-
-

1
4
.
2
0

1
1
.
9
3

1
2
.
8
5

1
4
.
2

1
6
.
2
8

-
-
-

-
-
-

-
-
-

3
9
.
5
0

-
-
-

-
-
-
07
/
1
5
/
1
3

-
-
-

-
-
-

9
.
8
1

-
-
-

-
-
-

7
.
3
9

-
-
-

-
-
-

8
.
1
6

7
.
2
9

8
.
4
2

1
0
.
2

9
.
8
9

2
5
.
4
0

-
-
-

-
-
-

3
5
.
7
0

-
-
-

-
-
-
01
/
3
0
/
1
4

-
-
-

-
-
-

4
.
2
3

-
-
-

-
-
-

4
.
1
9

-
-
-

-
-
-

4
.
2
3

4
.
2
1

3
.
9

2
.
9

5
.
0
4

6
.
0
1

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
2
/
1
4

-
-
-

-
-
-

5
.
2
5

-
-
-

-
-
-

3
.
5
1

-
-
-

-
-
-

7
.
5
1

5
.
1
5

3
.
8
2

5
.
2

1
1
.
8
4

6
.
5
5

-
-
-

-
-
-

1
7
.
5
0

2
1
.
5
0

-
-
-
01
/
2
6
/
1
5

F
I
E
L
D

-
-
-

1
.
5
2

-
-
-

-
-
-

1
.
6
9

-
-
-

-
-
-

2
.
5
0

1
.
7
4

1
.
1
4

6
.
7
2

9
.
1
0

1
1
.
4
0

-
-
-

-
-
-

1
.
7
5

1
.
6
1

-
-
-
07
/
2
8
/
1
5

-
-
-

7
.
2
0

-
-
-

-
-
-

4
.
8
0

-
-
-

-
-
-

1
0
.
1
0

3
.
2
0

6
.
0
0

7
.
0
0

1
8
.
0
0

6
.
7
0

-
-
-

-
-
-

1
0
.
3
0

2
0
.
0
0

-
-
-
01
/
2
8
/
1
6

-
-
-

2
1
.
6
0

2
1
.
6
0

-
-
-

1
.
4
2

-
-
-

-
-
-

1
0
.
1
0

3
.
4
0

6
.
1
0

7
.
2
0

1
7
.
0
0

6
.
5
0

-
-
-

-
-
-

2
8
.
3
0

2
5
.
7
0

-
-
-
Ve
r
i
f
i
c
a
t
i
o
n

E
v
e
n
t

0
3
/
1
6
/
1
6

-
-
-

-
-
-

-
-
-

-
-
-

1
2
.
1
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
8
/
1
6

-
-
-

-
-
-

3
.
0
4

-
-
-

2
.
0
8

-
-
-

-
-
-

1
.
5
2

6
.
7
3

3
.
3
1

4
.
5
0

1
3
.
5
0

3
.
8
9

4
.
7
0

1
0
.
2
7

1
2
.
3
9

d
r
y

-
-
-
Fo
o
t
h
i
l
l
s

R
e
g
i
o
n
a
l

L
a
n
d
f
i
l
l
Pe
r
m
i
t

N
o
.

1
4
-
0
3
Pa
g
e

2
8

o
f

3
0
Joyce Engineering
AP
P
E
N
D
I
X

D
:

H
i
s
t
o
r
i
c
a
l

G
r
o
u
n
d
w
a
t
e
r

C
o
n
s
t
i
t
u
e
n
t
s
/
A
n
a
l
y
t
e
s
Sa
m
p
l
e
An
a
l
y
t
e
Co
l
l
e
c
t
i
o
n

D
a
t
e
DL

S
W
S
L
MW
-
1

M
W
-
1
R

M
W
-
2

M
W
-
2
R

M
W
-
3

M
W
-
3
R

M
W
-
3
R
2

M
W
-
4

M
W
-
5

M
W
-
6

M
W
-
7

M
W
-
8

M
W
-
9

M
W
-
1
0

U
D
-
1

U
D
-
2
Blanks
Dis
s
o
l
v
e
d

O
x
y
g
e
n

0
3
/
1
4
/
0
6

-
-
-

-
-
-

5
.
5
8

-
-
-

-
-
-

8
.
6
2

8
.
3
6

7
.
2
9

-
-
-

7
.
4
8

6
.
8

3
.
1
0

(
7
.
7
7
)

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
(m
g
/
L
)

0
3
/
2
4
/
0
6

-
-
-

-
-
-

9
.
0
5

-
-
-

-
-
-

8
.
8
7

1
.
0
3

-
-
-

-
-
-

5
.
8
8

5
.
7
6

2
.
7

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
3
/
0
7

-
-
-

-
-
-

6
.
7
0

-
-
-

-
-
-

3
.
2
0

-
-
-

-
-
-

8
.
5
0

0
.
4
0

3

1
.
2

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
5
/
0
7

-
-
-

-
-
-

8
.
2
0

-
-
-

-
-
-

3
.
1
0

-
-
-

-
-
-

6
.
1
0

0
.
4
0

3
.
5

7
.
4

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
0
7
/
0
8

-
-
-

-
-
-

7
.
1
8

-
-
-

-
-
-

2
.
2
8

-
-
-

-
-
-

5
.
4
4

1
.
1
1

3
.
0
1

1
.
3

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
Ve
r
i
f
i
c
a
t
i
o
n

E
v
e
n
t

0
2
/
0
6
/
0
8

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

5
.
7
9

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
3
/
0
8

-
-
-

-
-
-

7
.
0
0

-
-
-

-
-
-

1
.
4
2

-
-
-

-
-
-

3
.
9
4

0
.
4
0

2
.
4
3

0
.
4

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
08
/
1
1
/
0
8

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

4
.
2
2

-
-
-

-
-
-
01
/
0
6
/
0
9

-
-
-

-
-
-

9
.
4
3

-
-
-

-
-
-

1
.
5
3

-
-
-

-
-
-

8
.
1
7

5
.
8
2

7
.
1
5

6
.
2

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
0
8
/
0
9

-
-
-

-
-
-

7
.
3
5

-
-
-

-
-
-

1
.
2
3

-
-
-

-
-
-

3
.
3
3

1
.
4
9

2
.
3
7

2
.
7

-
-
-

-
-
-

-
-
-

-
-
-

2
.
1
9

-
-
-

-
-
-
01
/
1
9
/
1
0

-
-
-

-
-
-

5
.
9
4

-
-
-

-
-
-

1
.
8
1

-
-
-

-
-
-

3
.
0
5

1
.
5
6

2
.
1
9

0
.
9

-
-
-

-
-
-

-
-
-

-
-
-

1
.
1
2

-
-
-

-
-
-
Ve
r
i
f
i
c
a
t
i
o
n

E
v
e
n
t

0
3
/
1
0
/
1
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
.
4
2

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
06
/
0
2
/
1
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

8
.
3
4

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
7
/
1
0

-
-
-

-
-
-

7
.
5
3

-
-
-

-
-
-

0
.
3
1

-
-
-

-
-
-

4
.
4
1

0
.
2
6

1
.
1
6

0
.
4

1
0
.
0
1

-
-
-

-
-
-

-
-
-

1
.
3
0

-
-
-

-
-
-
11
/
2
2
/
1
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

8
.
6
2

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
4
/
1
1

-
-
-

-
-
-

7
.
6
4

-
-
-

-
-
-

1
.
0
2

-
-
-

-
-
-

4
.
3
1

1
.
0
8

1
.
0
5

1
.
6

8
.
2
2

-
-
-

-
-
-

-
-
-

1
.
7
6

-
-
-

-
-
-
07
/
2
5
/
1
1

-
-
-

-
-
-

1
1
.
4
4

-
-
-

-
-
-

0
.
6
3

-
-
-

-
-
-

3
.
5
6

0
.
4
2

0
.
7
7

0
.
5

6
.
1
7

-
-
-

-
-
-

-
-
-

3
.
2
4

-
-
-

-
-
-
01
/
0
5
/
1
2

-
-
-

-
-
-

6
.
9
6

-
-
-

-
-
-

0
.
6
0

-
-
-

-
-
-

3
.
1
3

0
.
2
7

0
.
9
6

0
.
3

6
.
9
6

-
-
-

-
-
-

-
-
-

2
.
9
1

-
-
-

-
-
-
07
/
0
3
/
1
2

-
-
-

-
-
-

7
.
6
5

-
-
-

-
-
-

4
.
6
8

-
-
-

-
-
-

2
.
4
1

6
.
9
2

1
.
1
3

1
.
4

9
.
1
2

-
-
-

-
-
-

-
-
-

3
.
1
1

-
-
-

-
-
-
01
/
3
0
/
1
3

-
-
-

-
-
-

7
.
5
1

-
-
-

-
-
-

5
.
6
8

-
-
-

-
-
-

5
.
1
0

1
.
7
7

0
.
7
6

3
.
4

6
.
8
0

-
-
-

-
-
-

-
-
-

8
.
7
0

-
-
-

-
-
-
07
/
1
5
/
1
3

-
-
-

-
-
-

6
.
5
3

-
-
-

-
-
-

3
.
3
2

-
-
-

-
-
-

3
.
3
1

0
.
8
7

1
.
8
6

0
.
5

7
.
9
0

1
.
4
7

-
-
-

-
-
-

5
.
0
2

-
-
-

-
-
-
01
/
3
0
/
1
4

-
-
-

-
-
-

7
.
9
7

-
-
-

-
-
-

0
.
7
9

-
-
-

-
-
-

4
.
1
1

0
.
8
0

2
.
8

1
.
2

8
.
9
1

0
.
8
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
2
/
1
4

-
-
-

-
-
-

6
.
5
8

-
-
-

-
-
-

1
.
2
6

-
-
-

-
-
-

4
.
8
8

1
.
0
2

1
.
2
6

1
.
2

8
.
1
1

1
.
4
1

-
-
-

-
-
-

1
.
8
5

2
.
4
8

-
-
-
01
/
2
6
/
1
5

F
I
E
L
D

-
-
-

8
.
2
7

-
-
-

-
-
-

2
.
3
2

-
-
-

-
-
-

3
.
2
4

4
.
3
2

1
.
5
8

1
.
2
0

7
.
3

4
.
2
9

-
-
-

-
-
-

1
.
5
1

3
.
0
3

-
-
-
07
/
2
8
/
1
5

-
-
-

8
.
4
4

-
-
-

-
-
-

0
.
6
2

-
-
-

-
-
-

3
.
2
4

0
.
2
0

0
.
3
7

0
.
9
9

8
.
1

0
.
4
1

-
-
-

-
-
-

9
.
3
6

4
.
0
2

-
-
-
01
/
2
8
/
1
6

-
-
-

5
.
7
3

5
.
7
3

-
-
-

0
.
4
4

-
-
-

-
-
-

4
.
5
8

0
.
4
9

3
.
1
7

1
.
0
1

7
.
2

0
.
9
2

-
-
-

-
-
-

1
6
.
6
2

1
7
.
8
2

-
-
-
Ve
r
i
f
i
c
a
t
i
o
n

E
v
e
n
t

0
3
/
1
6
/
1
6

-
-
-

-
-
-

-
-
-

-
-
-

1
.
1
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
8
/
1
6

-
-
-

-
-
-

4
.
8
0

-
-
-

0
.
9
7

-
-
-

-
-
-

3
.
8
3

0
.
2
0

1
.
1
3

1
.
4
1

7
.
0
9

0
.
7
6

1
.
7
4

7
.
9
8

3
.
9
4

d
r
y

-
-
-
Fo
o
t
h
i
l
l
s

R
e
g
i
o
n
a
l

L
a
n
d
f
i
l
l
Pe
r
m
i
t

N
o
.

1
4
-
0
3
Pa
g
e

2
9

o
f

3
0
Joyce Engineering
AP
P
E
N
D
I
X

D
:

H
i
s
t
o
r
i
c
a
l

G
r
o
u
n
d
w
a
t
e
r

C
o
n
s
t
i
t
u
e
n
t
s
/
A
n
a
l
y
t
e
s
Sa
m
p
l
e
An
a
l
y
t
e
Co
l
l
e
c
t
i
o
n

D
a
t
e
DL

S
W
S
L
MW
-
1

M
W
-
1
R

M
W
-
2

M
W
-
2
R

M
W
-
3

M
W
-
3
R

M
W
-
3
R
2

M
W
-
4

M
W
-
5

M
W
-
6

M
W
-
7

M
W
-
8

M
W
-
9

M
W
-
1
0

U
D
-
1

U
D
-
2
Blanks
Ox
i
d
a
t
i
o
n

R
e
d
u
c
t
i
o
n

P
o
t
e
n
t
i
a
l

0
3
/
1
4
/
0
6

-
-
-

-
-
-

2
1
5
.
0

-
-
-

-
-
-

2
2
4
.
0

4
7
.
0
0

3
8

-
-
-

1
4
0
.
0
0

1
9
3

2
7
4

(
2
6
9
)

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
(m
V
)

0
3
/
2
4
/
0
6

-
-
-

-
-
-

8
8
9
.
0

-
-
-

-
-
-

2
3
8
.
0

-
2
5
.
0
0

-
-
-

-
-
-

1
5
5
.
0
0

2
3
4

1
9
0
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
3
/
0
7

-
-
-

-
-
-

2
5
4
.
0

-
-
-

-
-
-

2
3
5
.
0

-
-
-

-
-
-

-
3
.
0
0

1
2
6
.
0
0

1
4
0

1
3
9
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
5
/
0
7

-
-
-

-
-
-

2
8
7
.
0

-
-
-

-
-
-

2
7
6
.
0

-
-
-

-
-
-

-
6
6
.
0
0

1
7
9
.
0
0

2
7
1

1
3
1
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
0
7
/
0
8

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
---

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
Ve
r
i
f
i
c
a
t
i
o
n

E
v
e
n
t

0
2
/
0
6
/
0
8

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

2
3
8
.
0
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
3
/
0
8

-
-
-

-
-
-

1
8
7
.
0

-
-
-

-
-
-

1
3
0
.
0

-
-
-

-
-
-

-
3
5
.
0
0

6
9
.
0
0

1
2
1

9
3
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
08
/
1
1
/
0
8

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

3
0
.
0
0

-
-
-

-
-
-
01
/
0
6
/
0
9

-
-
-

-
-
-

1
5
0
.
1

-
-
-

-
-
-

1
3
4
.
3

-
-
-

-
-
-

7
5
.
7
0

2
3
.
1
0

1
3
0
.
2

1
5
6
.
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
0
8
/
0
9

-
-
-

-
-
-

1
3
6
.
1

-
-
-

-
-
-

1
0
3
.
5

-
-
-

-
-
-

-
5
.
8
0

7
0
.
8
0

8
2
.
6

1
3
8
.
4

-
-
-

-
-
-

-
-
-

-
-
-

4
9
.
0
0

-
-
-

-
-
-
01
/
1
9
/
1
0

-
-
-

-
-
-

1
3
9
.
8

-
-
-

-
-
-

1
4
4
.
5

-
-
-

-
-
-

1
8
.
3
0

1
0
6
.
5
0

1
4
3
.
7

1
8
1
.
3

-
-
-

-
-
-

-
-
-

-
-
-

3
.
2
0

-
-
-

-
-
-
Ve
r
i
f
i
c
a
t
i
o
n

E
v
e
n
t

0
3
/
1
0
/
1
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

1
4
8
.
4
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
06
/
0
2
/
1
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

2
8
8
.
7
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
7
/
1
0

-
-
-

-
-
-

1
1
3
.
7
---
---

7
6
.
6
0

-
-
-

-
-
-

-
1
3
4
.
8
0

3
4
.
7
0

2
8
.
1

8
2
.
8

1
0
1
.
1
0

-
-
-

-
-
-

-
-
-

3
2
.
7
0

-
-
-

-
-
-
11
/
2
2
/
1
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

2
2
3
.
8
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
01
/
2
4
/
1
1

-
-
-

-
-
-

2
3
3
.
9

-
-
-

-
-
-

1
9
2
.
0

-
-
-

-
-
-

5
4
.
7
0

1
1
3
.
9
0

1
3
0
.
5

1
8
4
.
3

2
2
3
.
7
0

-
-
-

-
-
-

-
-
-

1
1
2
.
0
0

-
-
-

-
-
-
07
/
2
5
/
1
1

-
-
-

-
-
-

1
2
7
.
9

-
-
-

-
-
-

1
0
7
.
3

-
-
-

-
-
-

6
9
.
4
0

-
1
4
2
.
6
0

4
6
.
7

1
0
0
.
0

1
5
0
.
9
0

-
-
-

-
-
-

-
-
-

2
3
.
4
0

-
-
-

-
-
-
01
/
0
5
/
1
2

-
-
-

-
-
-

6
1
.
1
0

-
-
-

-
-
-

1
4
.
9
0

-
-
-

-
-
-

-
1
6
.
5
0

-
3
7
.
7
0

7
6
.
8

6
5
.
9

5
7
.
2
0

-
-
-

-
-
-

-
-
-

1
5
.
5
0

-
-
-

-
-
-
07
/
0
3
/
1
2

-
-
-

-
-
-

1
0
3
.
4

-
-
-

-
-
-

1
1
9
.
1

-
-
-

-
-
-

-
1
1
.
0
0

1
5
7
.
4
0

2
4
.
7

9
8
.
1

1
0
3
.
1
0

-
-
-

-
-
-

-
-
-

1
5
.
2
0

-
-
-

-
-
-
01
/
3
0
/
1
3

-
-
-

-
-
-

1
8
8
.
8

-
-
-

-
-
-

1
1
2
.
4

-
-
-

-
-
-

1
9
.
9
0

1
3
4
.
7
0

1
1
5
.
7

2
0
5
.
6

2
0
8
.
9
0

-
-
-

-
-
-

-
-
-

-
1
.
8
0

-
-
-

-
-
-
07
/
1
5
/
1
3

-
-
-

-
-
-

1
6
7
.
2

-
-
-

-
-
-

1
2
2
.
3

-
-
-

-
-
-

2
3
.
1
0

1
2
5
.
1
0

9
3
.
1

1
4
0
.
8

1
6
8
.
3
0

1
9
2
.
6
0

-
-
-

-
-
-

2
3
.
5
0

-
-
-

-
-
-
01
/
3
0
/
1
4

-
-
-

-
-
-

6
9
.
1
0

-
-
-

-
-
-

1
0
5
.
7

-
-
-

-
-
-

1
7
.
9
0

6
1
.
0
0

6
0

9
8
.
4

1
1
5
.
0
0

1
6
0
.
1
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
2
/
1
4

-
-
-

-
-
-

1
1
1
.
3
0

-
-
-

-
-
-

9
7
.
5

-
-
-

-
-
-

3
4
.
7
0

1
1
7
.
9
0

7
4
.
9

1
0
3
.
6

1
2
2
.
4
0

1
4
3
.
9
0

-
-
-

-
-
-

2
8
.
1
0

7
1
.
7
0

-
-
-
01
/
2
6
/
1
5

F
I
E
L
D

-
-
-

1
8
5
.
0

-
-
-

-
-
-

1
4
8
.
4

-
-
-

-
-
-

-
1
.
1

1
1
2
.
3

8
0
.
0

6
1
.
9

1
3
3
.
3

1
4
0
.
0

-
-
-

-
-
-

9
2
.
9

4
6
.
4

-
-
-
07
/
2
8
/
1
5

-
-
-

8
3
.
1

-
-
-

-
-
-

9
7
.
4

-
-
-

-
-
-

-
2
5
.
8

9
6
.
5

7
6
.
5

1
0
1
.
5

9
4
.
9

1
1
8
.
0

-
-
-

-
-
-

9
5
.
2

-
1
0
.
8

-
-
-
01
/
2
8
/
1
6

-
-
-

-
-
-

1
0
3
.
4

-
-
-

1
5
2
.
1

-
-
-

-
-
-

4
.
3

5
6
.
8

1
3
3
.
1

1
9
1
.
7

1
5
7
.
6

9
5
.
9

-
-
-

-
-
-

2
2
.
3

5
4
.
1

-
-
-
Ve
r
i
f
i
c
a
t
i
o
n

E
v
e
n
t

0
3
/
1
6
/
1
6

-
-
-

-
-
-

-
-
-

-
-
-

1
2
1
.
4
0

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-

-
-
-
07
/
2
8
/
1
6

-
-
-

-
-
-

5
1
.
5

-
-
-

4
7
.
6

-
-
-

-
-
-

2
6
.
5

4
4
.
1

3
9
.
4

5
0
.
2

6
4
.
2

5
0
.
7

4
0
.
5

2
7
.
0

2
3
.
5

d
r
y

-
-
-
No
t
e
s
:
DL

=

M
e
t
h
o
d

D
e
t
e
c
t
i
o
n

L
i
m
i
t
.
RL

=

R
e
p
o
r
t
i
n
g

L
i
m
i
t

=

P
Q
L

p
r
i
o
r

t
o

2
0
0
7

a
n
d

S
W
S
L

s
t
a
r
t
i
n
g

J
a
n
u
a
r
y

2
0
0
7
.
PQ
L

=

P
r
a
c
t
i
c
a
l

Q
u
a
n
t
i
t
a
t
i
o
n

L
i
m
i
t
.
SW
S
L

=

N
C
-
D
E
Q

S
o
l
i
d

W
a
s
t
e

S
e
c
t
i
o
n

L
i
m
i
t
.
NC

2
L

=

G
r
o
u
n
d
w
a
t
e
r

S
t
a
n
d
a
r
d

e
s
t
a
b
l
i
s
h
e
d

i
n

1
5

A

N
C
A
C

2
L
.
0
2
0
2
GW
P
S

=

N
C

D
E
Q

S
o
l
i
d

W
a
s
t
e

S
e
c
t
i
o
n

G
r
o
u
n
d
w
a
t
e
r

P
r
o
t
e
c
t
i
o
n

S
t
a
n
d
a
r
d

f
o
r

c
o
n
s
t
i
t
u
e
n
t
s

w
i
t
h

n
o

l
i
s
t
e
d

N
C

2
L
.
ND

=

N
o
t

d
e
t
e
c
t
e
d

a
b
o
v
e

t
h
e

D
L
.
J =

E
s
t
i
m
a
t
e
d

c
o
n
c
e
n
t
r
a
t
i
o
n

b
e
l
o
w

t
h
e

R
L
.
B =

B
l
a
n
k

q
u
a
l
i
f
i
e
d

d
a
t
a
.
dr
y

=

i
n
s
u
f
f
i
c
i
e
n
t

w
a
t
e
r

t
o

s
a
m
p
l
e
.
-
-
-

=

N
o

d
a
t
a
.
All

i
n
o
r
g
a
n
i
c

a
n
d

o
r
g
a
n
i
c

c
o
m
p
u
n
d
s

a
r
e

r
e
p
o
r
t
e
d

i
n

µ
g
/
L
µg
/
L

=

m
i
c
r
o
g
r
a
m
s

p
e
r

l
i
t
e
r
S.U
.

=

S
t
a
n
d
a
r
d

U
n
i
t
s
.
NT
U

=

N
e
p
h
e
l
o
m
e
t
r
i
c

T
u
r
b
i
d
i
t
y

U
n
i
t
s
.
µS
/
c
m
=

m
i
c
r
o
s
i
e
m
e
n
s

p
e
r

c
e
n
t
i
m
e
t
e
r
.
mV

=

M
i
l
l
i
v
o
l
t
s
.
Bo
l
d
=

C
o
n
c
e
n
t
r
a
t
i
o
n
s

a
b
o
v
e

t
h
e

N
C

2
L

o
r

G
r
o
u
n
d
w
a
t
e
r

P
r
o
t
e
c
t
i
o
n

s
t
a
n
d
a
r
d
s

(
G
W
P
S
)

h
a
v
e

b
e
e
n

b
o
l
d
e
d
.
Bl
a
n
k
s

=

f
i
e
l
d
,

t
r
i
p

a
n
d
/
o
r

m
e
t
h
o
d

b
l
a
n
k
s
.
All

d
a
t
a

p
r
i
o
r

t
o

2
0
1
2

t
a
k
e
n

f
r
o
m

p
r
e
v
i
o
u
s

r
e
p
o
r
t
s

b
y

G
o
l
d
e
r

A
s
s
o
c
i
a
t
e
s

N
C
,

I
n
c
.

MW
-
1
R

a
n
d

M
W
-
1
0

w
e
r
e

i
n
s
t
a
l
l
e
d

i
n

O
c
t
o
b
e
r

2
0
1
5

a
n
d

t
h
e

f
i
r
s
t

s
a
m
p
l
i
n
g

e
v
e
n
t

w
a
s

J
a
n
u
a
r
y

2
8
,

2
0
1
6
.

MW
-
1

w
a
s

a
b
a
n
d
o
n
e
d

i
n

O
c
t
o
b
e
r

2
0
1
5
.

I
t

w
a
s

r
e
p
l
a
c
e
d

b
y

M
W
-
1
R

a
s

t
h
e

u
p
g
r
a
d
i
e
n
t

b
a
c
k
g
r
o
u
n
d

w
e
l
l
.
MW
-
9

w
a
s

i
n
s
t
a
l
l
e
d

J
u
n
e

2
0
1
6
.

Fo
o
t
h
i
l
l
s

R
e
g
i
o
n
a
l

L
a
n
d
f
i
l
l
Pe
r
m
i
t

N
o
.

1
4
-
0
3
Pa
g
e

3
0

o
f

3
0
Joyce Engineering

Appendix E

Historical Constituents/Analytes
in Surface Water

APPENDIX E
Historical Surface Water Constituents/Analytes
Sample
Analyte Collection Date SWSL SW-1 SW-2 SW-3 SW-4 Blanks
Inorganic Compounds
Antimony 01/30/13 6.00 ND 0.50 J ND ND ND
No NC 2B Standard 07/15/13 6.00 ND ND ND ND 0.45 J
01/30/14 6.00 ND ND 0.57 B ND 0.62 J
07/22/14 6.00 ND ND ND ND ND
01/26/15 6.00 ND ND ND ND ND
07/28/15 6.00 ND 0.55 J ND ND ND
01/28/16 6.00 ND ND ND ND ND
07/28/16 6.00 ND ND ND ND 0.28 J
Arsenic 09/07/99 10.0 ND ND ND ND ---
NC 2B = 50 ug/L 01/25/00 10.0 ND ND ND ND ---
07/21/00 10.0 ND Dry ND Dry ND
01/09/01 10.0 ND ND ND ND ND
07/17/01 10.0 ND ND ND ND ND
01/22/02 10.0 ND ND ND ND ND
07/15/02 10.0 ND ND ND ND ND
01/30/03 5.0 ND ND ND ND ND
07/30/03 5.0 ND ND ND ND ND
01/15/04 10.0 ND ND ND ND ND
07/16/04 10.0 ND ND ND ND ND
01/28/05 10.0 ND ND ND ND ND
07/21/05 10.0 ND ND ND ND ND
01/18/06 10.0 ND ND ND ND ND
01/23/07 10.0 ND ND ND ND 2.70 J
07/25/07 10.0 ND ND ND ND ND
01/07/08 10.0 ND 2.50 J ND ND ND
07/23/08 10.0 3.50 J 2.90 J ND 5.10 J ND
01/07/09 10.0 ND ND ND ND 3.60 J
07/08/09 10.0 ND 3.25 B ND ND 2.92 J
01/19/10 10.0 ND ND ND ND ND
07/27/10 10.0 ND ND 3.70 J ND ND
01/24/11 10.0 ND ND ND ND ND
07/25/11 10.0 3.13 J ND ND ND ND
01/05/12 10.0 ND ND ND ND ND
07/03/12 10.0 NS 1.72 B 1.55 B ND 1.79 J
01/30/13 10.0 ND ND ND ND ND
07/15/13 10.0 ND ND ND ND ND
01/30/14 10.0 ND ND ND ND ND
07/22/14 10.0 ND ND ND ND ND
01/26/15 10.0 ND ND ND ND ND
07/28/15 10.0 ND ND ND 2.10 J ND
01/28/16 10.0 ND ND 1.33 J ND ND
NC 2B = 10 ug/L, HH 07/28/16 10.0 ND ND ND 0.78 J ND
Foothills Regional Landfill
Permit No. 14-03 Page 1 of 18
Joyce Engineering
APPENDIX E
Historical Surface Water Constituents/Analytes
Sample
Analyte Collection Date SWSL SW-1 SW-2 SW-3 SW-4 Blanks
Barium 09/07/99 500 ND ND ND ND ---
No NC 2B Standard 01/25/00 500 ND ND ND ND ---
07/21/00 500 ND Dry ND Dry ND
01/09/01 500 ND ND ND ND ND
07/17/01 500 ND ND ND ND ND
01/22/02 500 ND ND ND ND ND
07/15/02 500 ND ND ND ND ND
01/30/03 5 21.2 23.50 37.40 61.60 ND
07/30/03 5 26.4 90.50 14.30 76.20 46.30
01/15/04 500 ND ND ND ND ND
07/16/04 500 ND ND ND ND ND
01/28/05 500 ND ND ND ND ND
07/21/05 500 ND ND ND ND ND
01/18/06 500 ND ND ND ND ND
03/14/06 20 --- --- --- --- ND
07/26/06 500 ND ND ND ND ND
01/23/07 100 18.6 J 23.0 J 23.1 J 24.1 J ND
07/25/07 100 23.5 J 20.0 J 22.0 J 26.9 J ND
01/07/08 100 20.8 J 26.7 J 23.3 J 25.2 J 0.30 J
07/23/08 100 22.0 J 26.3 J 25.6 J 27.5 J 1.30 J
01/07/09 100 51.2 J 87.6 J 101.0 139.0 ND
07/08/09 100 20.7 J 56.3 J 31.3 J 31.1 J ND
01/19/10 100 19.5 J 26.4 J 26.2 J 25.8 J 0.30 J
07/27/10 100 18.7 J 78.5 J 29.3 J 27.4 J ND
01/24/11 100 17.2 J 39.2 J 24.3 J 26.0 J ND
07/25/11 100 43.2 J 30.2 J 30.0 J 33.4 J ND
01/05/12 100 16.9 J 25.2 J 25.7 J 27.2 J 0.13 J
07/03/12 100 NS 31.2 J 26.8 J 23.8 J 0.78 J
01/30/13 100 17.1 J 51.7 J 26.6 J 26.3 J ND
07/15/13 100 49.0 J 49.3 J 37.3 J 36.9 J 0.31 J
01/30/14 100 17.9 J 32.6 J 24.5 J 46.9 J ND
07/22/14 100 20.6 J 30.1 J 22.9 J 34.5 J 0.26 J
01/26/15 100 15.3 J 35.9 J 29.8 J 27.6 J ND
07/28/15 100 18.5 J 22.5 J 21.8 J 23.4 J 0.41 J
01/28/16 100 19.6 J 23.9 J 224 25.8 J 0.37 J
NC 2B = 200,000 ug/L HH 07/28/16 100 20.6 J 26.9 J 56.2 J 64.7 J 0.59 J
Foothills Regional Landfill
Permit No. 14-03 Page 2 of 18
Joyce Engineering
APPENDIX E
Historical Surface Water Constituents/Analytes
Sample
Analyte Collection Date SWSL SW-1 SW-2 SW-3 SW-4 Blanks
Beryllium 09/07/99 2.00 ND ND ND ND ---
NC 2B = 6.5 ug/L 01/25/00 2.00 ND ND ND ND ---
07/21/00 2.00 ND Dry ND Dry ND
01/09/01 2.00 ND ND ND ND ND
07/17/01 2.00 ND ND ND ND ND
01/22/02 2.00 ND ND ND ND ND
07/15/02 2.00 ND ND ND ND ND
01/30/03 0.20 ND ND ND 0.28 ND
07/30/03 0.20 ND 0.77 ND 0.39 ND
01/15/04 2.00 ND ND ND ND ND
07/16/04 2.00 ND ND ND ND ND
01/28/05 2.00 ND ND ND ND ND
07/21/05 2.00 ND ND ND ND ND
01/18/06 2.00 ND ND ND ND ND
07/26/06 2.00 ND ND ND ND ND
01/23/07 1.00 ND ND ND ND ND
07/25/07 1.00 ND ND ND ND ND
01/07/08 1.00 ND ND ND ND ND
07/23/08 1.00 ND ND ND ND ND
01/07/09 1.00 0.1 J 0.30 J 0.4 J 0.5 J ND
07/08/09 1.00 ND 0.36 J ND ND ND
01/19/10 1.00 ND ND ND ND ND
07/27/10 1.00 ND ND ND ND ND
01/24/11 1.00 ND ND ND ND ND
07/25/11 1.00 ND ND ND ND ND
01/05/12 1.00 ND ND ND ND ND
07/03/12 1.00 NS ND ND ND ND
01/30/13 1.00 ND 0.09 J ND ND ND
07/15/13 1.00 0.30 J 0.29 J 0.16 J 0.14 J ND
01/30/14 1.00 ND ND ND ND ND
07/22/14 1.00 ND ND ND 0.05 J ND
01/26/15 1.00 ND 0.06 J 0.05 J 0.05 J ND
07/28/15 1.00 ND ND ND ND ND
01/28/16 1.00 ND ND 0.82 J ND ND
NC 2B = 6.5 ug/L, Chronic 07/28/16 1.00 ND ND 0.15 J 0.35 J ND
Cadmium 09/07/99 1.00 ND ND ND ND ---
NC 2B = 2 ug/L 07/17/01 1.00 ND ND ND ND ND
01/22/02 1.00 ND ND ND ND ND
07/15/02 1.00 ND ND ND ND ND
01/30/03 5.00 ND ND ND ND ND
01/15/04 5.00 ND ND ND ND ND
07/16/04 5.00 ND ND ND ND ND
01/28/05 5.00 ND ND ND ND ND
07/21/05 5.00 ND ND ND ND ND
01/18/06 5.00 ND ND ND ND ND
07/26/06 5.00 ND ND ND ND ND
01/23/07 1.00 ND ND ND ND ND
07/25/07 1.00 ND ND ND ND ND
01/07/08 1.00 ND ND ND ND ND
07/08/09 1.00 0.13 B 0.25 B 0.24 B 0.15 B 0.14 J
01/24/11 1.00 ND ND ND ND ND
07/25/11 1.00 ND ND ND ND ND
01/05/12 1.00 ND ND ND ND ND
07/03/12 1.00 NS ND ND ND ND
01/30/13 1.00 ND ND ND ND ND
07/15/13 1.00 ND ND ND ND ND
01/30/14 1.00 ND ND ND ND ND
07/22/14 1.00 ND ND ND ND ND
01/26/15 1.00 ND ND ND ND ND
07/28/15 1.00 ND ND ND ND ND
01/28/16 1.00 ND ND ND ND ND
NC 2B = 0.15 ug/L, Chronic 07/28/16 1.00 ND ND ND ND ND
Foothills Regional Landfill
Permit No. 14-03 Page 3 of 18
Joyce Engineering
APPENDIX E
Historical Surface Water Constituents/Analytes
Sample
Analyte Collection Date SWSL SW-1 SW-2 SW-3 SW-4 Blanks
Chromium 09/07/99 10.0 ND ND ND ND ---
NC 2B = 50 ug/L 01/25/00 10.0 ND ND ND ND ---
07/21/00 10.0 ND Dry ND Dry ND
01/09/01 10.0 30.00 ND ND ND ND
07/17/01 10.0 ND ND ND ND ND
01/22/02 10.0 ND ND ND ND ND
07/15/02 10.0 ND ND ND ND ND
01/30/03 5.0 ND ND ND ND ND
07/30/03 5.0 ND 7.32 ND 5.26 ND
01/15/04 10.0 ND ND ND ND ND
07/16/04 10.0 ND ND ND ND ND
01/28/05 10.0 ND ND ND ND ND
07/21/05 10.0 ND ND ND ND ND
01/18/06 10.0 ND ND ND ND ND
07/26/06 10.0 ND ND ND ND ND
01/23/07 10.0 ND ND ND ND ND
07/25/07 10.0 ND ND ND ND ND
01/07/08 10.0 5.40 J ND ND ND ND
07/23/08 10.0 ND ND ND ND ND
01/07/09 10.0 6.80 B 11.40 B 12.80 18.60 2.50 J
07/08/09 10.0 1.37 J 3.88 J 1.58 J 1.50 J ND
01/19/10 10.0 ND ND ND ND ND
07/27/10 10.0 1.07 J 5.54 J 1.34 J 1.41 J ND
01/24/11 10.0 ND ND ND ND ND
07/25/11 10.0 5.27 J ND 1.02 J 1.36 J ND
01/05/12 10.0 ND ND ND ND ND
07/03/12 10.0 NS ND ND ND ND
01/30/13 10.0 1.47 J 1.06 J 0.87 J 1.08 J ND
07/15/13 10.0 3.95 B 4.21 B 2.61 B 2.81 B 0.73 J
01/30/14 10.0 1.83 B 1.84 B 2.00 B 3.09 B 2.84 J
07/22/14 10.0 1.52 B 1.75 B 1.30 B 2.55 B 3.14 J
01/26/15 10.0 ND 0.78 J 1.51 J 0.89 J ND
07/28/15 10.0 ND 1.78 J 0.45 J ND ND
01/28/16 10.0 1.14 J 0.63 J 19.3 0.71 J ND
NC 2B = 24 ug/L, Chronic 07/28/16 10.0 0.56 J ND 1.81 J 7.91 J ND
Foothills Regional Landfill
Permit No. 14-03 Page 4 of 18
Joyce Engineering
APPENDIX E
Historical Surface Water Constituents/Analytes
Sample
Analyte Collection Date SWSL SW-1 SW-2 SW-3 SW-4 Blanks
Cobalt 09/07/99 10.0 ND ND ND ND ---
No NC 2B Standard 01/25/00 10.0 ND ND ND ND ---
07/21/00 10.0 ND Dry ND Dry ND
01/09/01 10.0 20.00 ND ND ND ND
07/17/01 10.0 ND ND ND ND ND
01/22/02 10.0 ND ND ND ND ND
07/15/02 10.0 ND ND ND ND ND
01/30/03 5.0 ND ND ND ND ND
07/30/03 5.0 ND 6.08 ND ND ND
01/15/04 10.0 ND ND ND ND ND
07/16/04 10.0 ND ND ND ND ND
01/28/05 10.0 ND ND ND ND 31.60
07/21/05 10.0 ND ND ND ND ND
01/18/06 10.0 ND ND ND ND ND
07/26/06 10.0 ND ND ND ND ND
01/23/07 10.0 ND ND ND ND ND
07/25/07 10.0 ND ND ND ND ND
01/07/08 10.0 2.00 J 2.40 J ND ND ND
07/23/08 10.0 1.70 J 1.10 J ND 1.30 J ND
01/07/09 10.0 1.40 J 3.50 J 4.00 J 6.30 J ND
07/08/09 10.0 0.71 J 2.81 J 1.05 J 0.91 J ND
01/19/10 10.0 ND 0.88 J 0.63 J ND ND
07/27/10 10.0 ND 3.01 J ND ND ND
01/24/11 10.0 ND 1.84 J ND ND ND
07/25/11 10.0 1.9 J 1.13 J ND ND ND
01/05/12 10.0 0.17 J 1.06 J 0.45 J 0.38 J ND
07/03/12 10.0 NS 1.09 J 0.42 J 0.38 J ND
01/30/13 10.0 ND 2.92 J 0.39 J 0.53 J ND
07/15/13 10.0 2.89 J 2.88 J 1.37 J 1.49 J ND
01/30/14 10.0 0.38 J 1.52 J 0.58 J 3.08 J ND
07/22/14 10.0 0.36 J 1.34 J 0.48 J 1.26 J ND
01/26/15 10.0 ND 1.64 J 1.06 J 0.71 J ND
07/28/15 10.0 ND 0.60 J 0.37 J ND ND
01/28/16 10.0 0.51 J 0.92 J 13.2 0.67 J ND
No NC 2B Standard 07/28/16 10.0 ND 0.85 J 3.47 J 4.01 J ND
Foothills Regional Landfill
Permit No. 14-03 Page 5 of 18
Joyce Engineering
APPENDIX E
Historical Surface Water Constituents/Analytes
Sample
Analyte Collection Date SWSL SW-1 SW-2 SW-3 SW-4 Blanks
Copper 01/25/00 200 ND ND ND ND ---
NC 2B = 7 ug/L 07/21/00 200 ND Dry ND Dry ND
01/09/01 200 ND ND ND ND ND
07/17/01 200 ND ND ND ND ND
01/22/02 200 ND ND ND ND ND
07/15/02 200 ND ND ND ND ND
01/30/03 5 ND ND ND ND ND
07/30/03 5 ND 5.77 14.10 ND ND
01/15/04 200 ND ND ND ND ND
07/16/04 200 ND ND ND ND ND
01/28/05 200 ND ND ND ND ND
07/21/05 200 ND ND ND ND ND
01/18/06 200 ND ND ND ND ND
07/26/06 200 ND ND ND ND ND
01/23/07 10.0 ND ND ND ND ND
07/25/07 10.0 ND ND ND ND ND
01/07/08 10.0 0.90 B ND ND ND 0.60 J
07/23/08 10.0 1.90 J ND ND ND ND
01/07/09 10.0 ND 1.80 J 3.00 J 3.80 J ND
07/08/09 10.0 1.21 J 3.42 J 1.17 J 1.38 J ND
01/19/10 10.0 ND 2.02 B ND ND 1.98 J
07/27/10 10.0 2.19 B 6.43 B 2.66 B 2.04 B 2.00 J
01/24/11 10.0 ND ND ND ND ND
07/25/11 10.0 3.70 B ND 1.64 B 1.86 B 2.02 J
01/05/12 10.0 0.41 J 0.48 J 0.65 J 0.57 J ND
07/03/12 10.0 NS 0.59 J 0.60 J ND ND
01/30/13 10.0 0.92 B 2.01 B 0.99 B 1.04 B 0.96 J
07/15/13 10.0 3.59 J 3.77 J 2.68 J 2.61 J ND
01/30/14 10.0 0.83 J 1.16 J 0.61 J 2.00 J ND
07/22/14 10.0 0.68 B 1.30 B 0.89 B 2.51 B 1.23 J
01/26/15 10.0 0.52 J 1.66 J 1.52 J 1.62 J ND
07/28/15 10.0 0.68 B 0.64 B 0.79 B 0.86 B 1.62 J
01/28/16 10.0 ND ND 16.2 ND ND
NC 2B = 2.7 ug/L, Chronic 07/28/16 10.0 0.54 B 0.53 B 1.82 B 6.00 B 1.60 B
Foothills Regional Landfill
Permit No. 14-03 Page 6 of 18
Joyce Engineering
APPENDIX E
Historical Surface Water Constituents/Analytes
Sample
Analyte Collection Date SWSL SW-1 SW-2 SW-3 SW-4 Blanks
Lead 09/07/99 10.0 ND ND ND ND ---
NC 2B = 25 ug/L 01/25/00 10.0 ND ND ND ND ---
07/21/00 10.0 ND Dry ND Dry ND
01/09/01 10.0 30.00 ND ND ND ND
07/17/01 10.0 ND ND ND ND ND
01/22/02 10.0 ND ND ND ND ND
07/15/02 10.0 ND ND ND ND ND
01/30/03 5.0 ND ND ND 5.12 ND
07/30/03 5.0 ND 7.11 ND ND ND
01/15/04 10.0 ND ND ND ND ND
07/16/04 10.0 ND ND ND ND ND
01/28/05 10.0 ND ND ND ND ND
07/21/05 10.0 ND ND ND ND ND
01/18/06 10.0 ND ND ND ND ND
07/26/06 10.0 ND ND ND ND ND
01/23/07 10.0 ND ND ND ND ND
07/25/07 10.0 ND 2.80 J 2.50 J 3.30 J ND
01/07/08 10.0 ND ND ND ND ND
07/23/08 10.0 ND ND ND ND ND
01/07/09 10.0 ND ND 3.20 J 6.70 J ND
07/08/09 10.0 ND 2.6 J ND ND ND
01/19/10 10.0 ND ND ND ND ND
07/27/10 10.0 ND 4.17 J ND ND ND
01/24/11 10.0 ND ND ND ND ND
07/25/11 10.0 4.02 J ND ND ND ND
01/05/12 10.0 ND ND ND ND ND
07/03/12 10.0 NS 0.43 J 0.35 J 0.12 J ND
01/30/13 10.0 0.20 J 0.85 J 0.32 J 0.41 J ND
07/15/13 10.0 2.34 J 2.44 J 1.78 J 1.88 J ND
01/30/14 10.0 0.20 J 0.47 J 0.23 J 2.90 J ND
07/22/14 10.0 0.22 B 0.50 B 0.27 B 1.05 B 0.26 J
01/26/15 10.0 ND 0.64 J 0.57 J 0.33 J ND
07/28/15 10.0 0.09 J ND 0.19 J 0.20 J ND
01/28/16 10.0 0.37 J 0.20 J 11.1 0.27 J ND
NC 2B = 0.54 ug/L, Chronic 07/28/16 10.0 0.17 J 0.13 J 1.80 J 4.03 J ND
Foothills Regional Landfill
Permit No. 14-03 Page 7 of 18
Joyce Engineering
APPENDIX E
Historical Surface Water Constituents/Analytes
Sample
Analyte Collection Date SWSL SW-1 SW-2 SW-3 SW-4 Blanks
Nickel 09/07/99 50.0 ND ND ND ND ---
NC 2B = 88 ug/L 01/25/00 50.0 ND ND ND ND ---
07/21/00 50.0 ND Dry ND Dry ND
01/09/01 50.0 ND ND ND ND ND
07/17/01 50.0 ND ND ND ND ND
01/22/02 50.0 ND ND ND ND ND
07/15/02 50.0 ND ND ND ND ND
01/30/03 5.0 ND ND ND ND ND
07/30/03 5.0 ND ND ND ND ND
01/15/04 50.0 ND ND ND ND ND
07/16/04 50.0 ND ND ND ND ND
01/28/05 50.0 ND ND ND ND ND
07/21/05 50.0 ND ND ND ND ND
01/18/06 50.0 ND ND ND ND ND
07/26/06 50.0 ND ND ND ND ND
01/23/07 50.0 ND ND ND ND ND
07/25/07 50.0 ND ND ND ND ND
01/07/08 50.0 2.50 J ND ND ND ND
07/23/08 50.0 ND ND ND ND ND
01/07/09 50.0 4.70 J 6.80 J 7.50 J 10.90 J ND
07/08/09 50.0 0.84 B 2.26 B 1.36 B 1.09 B 1.09 J
01/19/10 50.0 ND ND ND ND ND
07/27/10 50.0 ND 2.52 J ND ND ND
01/24/11 50.0 ND ND ND ND ND
07/25/11 50.0 ND ND ND ND ND
01/05/12 50.0 0.27 J 0.59 J 0.56 J 0.44 J ND
07/03/12 50.0 NS 0.68 J 0.41 J 0.23 J ND
01/30/13 50.0 0.37 J 2.06 J 0.55 J 0.62 J ND
07/15/13 50.0 2.22 J 2.39 J 1.68 J 1.68 J ND
01/30/14 50.0 0.48 J 1.06 J 0.48 J 1.51 J ND
07/22/14 50.0 0.47 B 1.12 B 0.59 B 1.63 B 0.33 J
01/26/15 50.0 0.32 J 1.13 J 0.95 J 0.79 J ND
07/28/15 50.0 1.35 B 1.85 B 1.83 B 1.89 B 1.66 J
01/28/16 50.0 0.54 J 0.54 J 13.2 J 0.58 J ND
NC 2B = 16 ug/L, Chronic 07/28/16 50.0 ND 0.52 J 1.31 J 3.94 J ND
Foothills Regional Landfill
Permit No. 14-03 Page 8 of 18
Joyce Engineering
APPENDIX E
Historical Surface Water Constituents/Analytes
Sample
Analyte Collection Date SWSL SW-1 SW-2 SW-3 SW-4 Blanks
Selenium 09/07/99 20.0 ND ND ND ND ---
NC 2B = 5 ug/L 01/25/00 20.0 ND ND ND ND ---
07/21/00 20.0 ND Dry ND Dry ND
01/09/01 20.0 ND ND ND ND ND
07/17/01 20.0 ND ND ND ND ND
01/22/02 20.0 ND ND ND ND ND
07/15/02 20.0 ND ND ND ND ND
01/30/03 5.0 ND ND 6.67 ND ND
07/30/03 5.0 ND ND ND ND ND
01/15/04 20.0 ND ND ND ND ND
07/16/04 20.0 ND ND ND ND ND
01/28/05 20.0 ND ND ND ND ND
07/21/05 20.0 ND ND ND ND ND
01/18/06 20.0 ND ND ND ND ND
07/26/06 20.0 ND ND ND ND ND
01/23/07 10.0 ND ND ND ND ND
07/25/07 10.0 ND ND ND ND ND
01/07/08 10.0 ND ND ND ND ND
07/23/08 10.0 ND ND ND ND ND
01/07/09 10.0 ND ND ND ND ND
07/08/09 10.0 ND ND ND ND ND
01/19/10 10.0 ND ND ND ND ND
07/27/10 10.0 ND ND ND ND ND
01/24/11 10.0 ND ND ND ND ND
07/25/11 10.0 ND ND ND ND ND
01/05/12 10.0 ND ND ND ND ND
07/03/12 10.0 NS ND ND ND ND
01/30/13 10.0 ND ND ND ND ND
07/15/13 10.0 ND ND ND ND ND
01/30/14 10.0 ND ND ND ND ND
07/22/14 10.0 ND ND ND ND ND
01/26/15 10.0 ND ND ND ND ND
07/28/15 10.0 ND ND ND ND ND
01/28/16 10.0 ND ND 2.24 J ND ND
NC 2B = 5 ug/L 07/28/16 10.0 ND ND 1.42 J 1.77 J ND
Foothills Regional Landfill
Permit No. 14-03 Page 9 of 18
Joyce Engineering
APPENDIX E
Historical Surface Water Constituents/Analytes
Sample
Analyte Collection Date SWSL SW-1 SW-2 SW-3 SW-4 Blanks
Silver 09/07/99 10.0 ND ND ND ND ---
NC 2B = 0.06 ug/L 01/25/00 10.0 ND ND ND ND ---
07/21/00 10.0 ND Dry ND Dry ND
01/09/01 10.0 ND ND ND ND ND
07/17/01 10.0 ND ND ND ND ND
01/22/02 10.0 ND ND ND ND ND
07/15/02 10.0 ND ND ND ND ND
01/30/03 5.0 ND ND ND ND ND
07/30/03 5.0 ND ND ND ND ND
01/15/04 10.0 ND ND ND ND ND
07/16/04 10.0 ND ND ND ND ND
01/28/05 10.0 ND ND ND ND ND
07/21/05 10.0 ND ND ND ND ND
01/18/06 10.0 ND ND ND ND ND
01/23/07 10.0 ND ND ND ND ND
07/25/07 10.0 ND ND ND ND ND
01/07/08 10.0 ND ND ND ND ND
07/23/08 10.0 2.40 J ND ND ND ND
01/07/09 10.0 ND ND ND ND ND
07/08/09 10.0 ND ND ND ND ND
01/19/10 10.0 ND ND ND ND ND
07/27/10 10.0 ND ND ND ND ND
01/24/11 10.0 ND ND ND ND ND
07/25/11 10.0 ND ND ND ND ND
01/05/12 10.0 ND ND ND ND ND
07/03/12 10.0 NS ND ND ND ND
01/30/13 10.0 ND ND ND ND ND
07/15/13 10.0 ND ND ND ND ND
01/30/14 10.0 ND ND ND ND ND
07/22/14 10.0 ND ND ND ND ND
01/26/15 10.0 ND ND ND ND ND
07/28/15 10.0 ND ND ND ND ND
01/28/16 10.0 ND ND ND ND ND
NC 2B = 0.06 ug/L, Chronic 07/28/16 10.0 ND ND ND ND ND
Thallium 01/28/16 5.5 ND ND 0.42 J ND ND
No NC 2B Standard 07/28/16 5.5 ND ND 0.06 J 0.11 J ND
Vanadium 09/07/99 40.0 ND ND ND ND ---
No NC 2B Standard 01/25/00 40.0 ND ND ND ND ---
07/21/00 40.0 ND Dry ND Dry ND
01/09/01 40.0 60.00 ND ND ND ND
07/17/01 40.0 ND ND ND ND ND
01/22/02 40.0 ND ND ND ND ND
07/15/02 40.0 ND ND ND ND ND
01/30/03 5.0 ND ND ND 8.53 ND
07/30/03 5.0 ND 25.20 ND 14.80 ND
01/15/04 40.0 ND ND ND ND ND
07/16/04 40.0 ND ND ND ND ND
01/28/05 40.0 ND ND ND ND ND
07/21/05 40.0 ND ND ND ND ND
07/26/06 40.0 ND ND ND ND ND
07/25/07 25.0 ND ND ND ND ND
01/07/09 25.0 10.40 J 20.60 J 28.50 38.4 ND
07/08/09 25.0 1.04 J 9.22 J 2.59 J 1.57 J ND
01/19/10 25.0 0.80 J 1.53 J 0.54 J 0.45 J ND
07/27/10 25.0 1.79 J 14.50 J 2.66 J 2.46 J ND
01/24/11 25.0 ND 1.97 J ND ND ND
07/25/11 25.0 8.96 J ND 2.34 J 3.00 J ND
01/05/12 25.0 ND ND ND ND ND
07/03/12 25.0 NS 2.04 J ND ND ND
01/30/13 25.0 ND ND ND ND ND
07/15/13 25.0 9.69 J 12.40 J 6.15 J 6.01 J ND
01/30/14 25.0 ND 3.28 B 2.16 B 5.35 B 9.89 J
07/22/14 25.0 1.22 B 2.02 B 1.22 B 5.05 B 1.02 J
01/26/15 25.0 ND 0.99 J 2.78 J ND ND
07/28/15 25.0 ND ND ND ND ND
01/28/16 25.0 2.86 J 2.49 J 42.9 2.18 J ND
No NC 2B Standard 07/28/16 25.0 2.63 J 2.37 J 4.92 J 16.6 J ND
Foothills Regional Landfill
Permit No. 14-03 Page 10 of 18
Joyce Engineering
APPENDIX E
Historical Surface Water Constituents/Analytes
Sample
Analyte Collection Date SWSL SW-1 SW-2 SW-3 SW-4 Blanks
Zinc 09/07/99 50.0 ND 70.0 ND ND ---
NC 2B = 50 ug/L 01/25/00 50.0 ND ND ND ND ---
07/21/00 50.0 ND Dry ND Dry 60.0
01/09/01 50.0 90.0 ND ND ND ND
07/17/01 50.0 130 90.0 ND ND ND
01/22/02 50.0 ND ND ND ND ND
07/15/02 50.0 ND ND ND ND ND
01/30/03 5.0 ND ND ND 25.7 ND
07/30/03 5.0 ND 29.3 B 38.1 B 16.7 B 7.70
01/15/04 50.0 ND ND ND ND ND
07/16/04 50.0 ND ND ND ND ND
01/28/05 50.0 ND ND ND ND ND
07/21/05 50.0 ND ND ND ND ND
01/18/06 50.0 ND ND ND ND ND
07/26/06 50.0 ND ND ND ND ND
01/23/07 10.0 ND ND ND 4.30 J ND
07/25/07 10.0 14.80 ND ND ND 1.40 J
01/07/08 10.0 3.9 J 4.2 J 2.1 J 2.0 J ND
07/23/08 10.0 ND ND ND ND ND
01/07/09 10.0 15.7 34.5 30.9 62.7 ND
07/08/09 10.0 11.5 6.97 J 87.0 79.8 ND
01/19/10 10.0 5.68 B 4.24 B 3.16 B 3.07 B 3.07 J
07/27/10 10.0 3.88 J 11.1 4.57 J ND ND
01/24/11 10.0 ND ND ND ND 4.41 J
07/25/11 10.0 10.1 B ND ND ND 13.8
01/05/12 10.0 ND ND 8.87 B 2.97 B 2.14 J
07/03/12 10.0 NS 3.07 B 2.43 B 1.20 B 0.87 J
01/30/13 10.0 3.17 B 4.88 B 2.01 B 2.28 B 1.25 J
07/15/13 10.0 5.80 J 6.73 J 6.57 J 5.90 J ND
01/30/14 10.0 1.27 J 1.24 J ND 5.91 J ND
07/22/14 10.0 1.65 B 3.14 B 1.81 B 5.77 B 1.31 J
01/26/15 10.0 1.71 B 3.22 B 4.23 B 4.14 B 1.05 J
07/28/15 10.0 1.66 J ND ND 2.30 J 1.35 J
01/28/16 10.0 1.75 J ND 91.8 1.39 J ND
NC 2B = 36 ug/L*07/28/16 10.0 1.43 J 2.01 J 8.7 J 21.5 ND
Foothills Regional Landfill
Permit No. 14-03 Page 11 of 18
Joyce Engineering
APPENDIX E
Historical Surface Water Constituents/Analytes
Sample
Analyte Collection Date SWSL SW-1 SW-2 SW-3 SW-4 Blanks
Organic Compounds
Acetone 07/30/03 5 ND ND ND 5.70 ND
No NC 2B Standard 01/15/04 100 ND ND ND ND ND
07/16/04 100 ND ND ND ND ND
01/28/05 100 ND ND ND ND ND
07/21/05 100 ND ND ND ND ND
01/18/06 100 ND ND ND ND ND
07/26/06 100 ND ND ND ND ND
01/23/07 100 ND ND ND ND ND
07/25/07 100 ND ND ND ND ND
01/07/08 100 4.00 J ND 2.80 J 2.80 J ND
07/23/08 100 ND ND 4.00 J ND ND
01/07/09 100 ND 25.00 J ND ND ND
07/08/09 100 ND ND ND ND ND
01/19/10 100 ND 16.00 J ND ND ND
07/27/10 100 ND ND ND ND ND
01/24/11 100 ND ND ND ND ND
07/25/11 100 ND ND ND ND ND
01/05/12 100 ND ND ND ND ND
07/03/12 100 NS ND ND ND ND
01/30/13 100 ND 13.00 J ND ND ND
07/15/13 100 7.40 J 5.10 J ND ND ND
01/30/14 100 ND ND ND ND ND
07/22/14 100 ND ND ND ND ND
01/26/15 100 ND ND ND ND ND
07/28/15 100 ND ND ND ND ND
01/28/16 100 ND ND ND ND ND
No NC 2B Standard 07/28/16 100 ND ND ND ND ND
Carbon disulfide 07/17/01 100 ND 110.00 ND ND ND
No NC 2B Standard 01/22/02 100 ND ND ND ND ND
07/15/02 100 ND ND ND ND ND
01/30/03 5 ND ND ND ND ND
07/30/03 5 ND ND 13.70 ND 11.40
01/15/04 700 ND ND ND ND ND
07/16/04 700 ND ND ND ND ND
01/28/05 700 ND ND ND ND ND
07/21/05 700 ND ND ND ND ND
01/18/06 700 ND ND ND ND ND
07/26/06 700 ND ND ND ND ND
01/23/07 100 ND ND ND ND ND
07/25/07 100 ND ND ND ND ND
01/07/08 100 ND ND ND ND ND
07/23/08 100 ND ND ND ND ND
01/07/09 100 ND ND ND ND ND
07/08/09 100 ND ND ND ND ND
01/19/10 100 ND ND ND ND ND
07/27/10 100 ND ND ND ND ND
01/24/11 100 ND ND ND ND ND
07/25/11 100 ND ND ND ND ND
01/05/12 100 ND ND ND ND ND
07/03/12 100 NS ND ND ND ND
01/30/13 100 ND ND ND ND ND
07/15/13 100 ND ND ND ND ND
01/30/14 100 ND ND ND ND ND
07/22/14 100 ND ND ND ND ND
01/26/15 100 ND ND ND ND ND
07/28/15 100 ND ND ND ND ND
01/28/16 100 ND ND ND ND ND
No NC 2B Standard 07/28/16 100 ND ND ND ND ND
Foothills Regional Landfill
Permit No. 14-03 Page 12 of 18
Joyce Engineering
APPENDIX E
Historical Surface Water Constituents/Analytes
Sample
Analyte Collection Date SWSL SW-1 SW-2 SW-3 SW-4 Blanks
Chloromethane 07/15/13 1.0 0.70 J ND ND ND ND
No NC 2B Standard 01/30/14 1.0 ND ND ND ND ND
07/22/14 1.0 ND ND ND ND ND
01/26/15 1.0 ND ND ND ND ND
07/28/15 1.0 ND ND ND ND ND
01/28/16 1.0 ND ND ND ND ND
No NC 2B Standard 07/28/16 1.0 ND ND ND ND ND
Methyl Ethyl Ketone (2-Butanone) 01/07/09 100 ND 2.30 J ND ND ND
No NC 2B Standard 07/08/09 100 ND ND ND ND ND
01/19/10 100 ND 2.90 J ND ND ND
07/27/10 100 ND ND ND ND ND
01/24/11 100 ND ND ND ND ND
07/25/11 100 ND ND ND ND ND
01/05/12 100 ND ND ND ND ND
07/03/12 100 NS ND ND ND ND
01/30/13 100 ND ND ND ND ND
07/15/13 100 2.20 J 2.60 J ND ND ND
01/30/14 100 ND ND ND ND 2.3 J
07/22/14 100 ND ND ND ND ND
01/26/15 100 ND ND ND ND ND
07/28/15 100 ND ND ND ND ND
01/28/16 100 ND ND ND ND ND
07/28/16 100 ND ND ND ND ND
Foothills Regional Landfill
Permit No. 14-03 Page 13 of 18
Joyce Engineering
APPENDIX E
Historical Surface Water Constituents/Analytes
Sample
Analyte Collection Date SWSL SW-1 SW-2 SW-3 SW-4 Blanks
Field Parameters
pH 09/07/99 --- 7.56 7.65 7.56 7.79 ---
(S.U.) 01/25/00 --- 7.62 7.75 7.70 7.75 ---
07/21/00 --- 6.90 Dry 7.59 Dry ---
01/09/01 --- 7.45 7.99 8.29 7.66 ---
07/17/01 --- 7.93 7.65 7.91 7.75 ---
01/22/02 --- 7.44 7.41 7.45 7.06 ---
07/15/02 --- 6.73 7.05 7.28 6.95 ---
01/30/03 --- 7.50 7.60 7.50 7.30 ---
07/30/03 --- 7.40 7.50 7.40 7.80 ---
01/15/04 --- 6.77 7.03 7.23 7.26 ---
07/16/04 --- 6.47 6.73 6.94 7.05 ---
01/28/05 --- 6.80 6.67 6.99 6.97 ---
07/21/05 --- 8.34 6.70 7.10 7.20 ---
01/18/06 --- 7.30 7.40 6.00 8.90 ---
07/26/06 --- 6.86 7.16 7.31 7.26 ---
01/23/07 --- 6.11 7.73 7.95 8.60 ---
07/25/07 --- 5.58 9.62 6.00 5.80 ---
01/07/08 --- 6.15 5.81 6.26 6.38 ---
07/23/08 --- 6.42 6.61 5.63 6.29 ---
01/07/09 --- 6.31 6.57 6.45 6.22 ---
07/08/09 --- 6.86 6.67 6.94 6.75 ---
01/19/10 --- 5.70 9.02 7.73 7.68 ---
07/27/10 --- 7.90 7.23 6.95 6.87 ---
01/24/11 --- 6.11 6.50 6.88 6.81 ---
07/25/11 --- 6.17 6.35 7.05 7.05 ---
01/02/12 --- 6.39 6.77 6.54 6.73 ---
07/03/12 --- NS 6.98 6.65 7.26 ---
01/30/13 --- 7.38 7.87 8.35 7.12 ---
07/15/13 --- 7.97 7.84 6.52 6.58 ---
01/30/14 --- 5.13 5.49 7.37 7.66 ---
07/22/14 --- 6.28 7.17 7.59 7.82 ---
01/26/15 --- 5.44 5.33 7.03 7.10 ---
07/28/15 --- 6.75 5.63 8.24 7.68 ---
01/28/16 --- 5.83 6.44 7.12 7.89 ---
07/28/16 --- 5.19 4.96 5.86 7.62 ---
Foothills Regional Landfill
Permit No. 14-03 Page 14 of 18
Joyce Engineering
APPENDIX E
Historical Surface Water Constituents/Analytes
Sample
Analyte Collection Date SWSL SW-1 SW-2 SW-3 SW-4 Blanks
Conductivity 09/07/99 --- 37.0 42.0 37.0 43.0 ---
(µS/cm) 01/25/00 --- 52.0 53.0 55.0 75.0 ---
07/21/00 --- 38.0 Dry 42.0 Dry ---
01/09/01 --- 30.0 33.0 33.0 39.0 ---
07/17/01 --- 61.0 149.0 75.0 62.0 ---
01/22/02 --- 33.0 28.0 30.0 31.0 ---
07/15/02 --- 32.0 31.0 33.0 32.0 ---
01/30/03 --- 40.8 43.1 100.4 91.6 ---
07/30/03 --- 560.0 53.0 62.0 53.0 ---
01/15/04 --- 45.6 44.0 44.5 46.9 ---
07/16/04 --- 57.9 54.5 53.5 58.9 ---
01/28/05 --- 98.1 101.3 99.5 114.8 ---
07/21/05 --- 75.1 71.7 75.8 69.5 ---
01/18/06 --- 43.9 36.1 43.2 52.7 ---
07/26/06 --- 95.8 82.3 77.0 77.7 ---
01/23/07 --- 38.0 51.0 48.0 5.0 ---
07/25/07 --- 89.0 72.0 67.0 69.0 ---
01/07/08 --- 98.0 108.0 113.0 105.0 ---
07/23/08 --- 74.0 98.0 137.0 94.0 ---
01/07/09 --- 37.0 29.0 40.0 41.0 ---
07/08/09 --- 60.0 68.0 72.0 73.0 ---
01/19/10 --- 45.0 65.0 63.0 64.0 ---
07/27/10 --- 70.0 104.0 81.0 80.0 ---
01/24/11 --- 56.0 79.0 72.0 72.0 ---
07/25/11 --- 50.0 236.0 81.0 85.0 ---
01/05/12 --- 33.0 50.0 46.0 45.0 ---
07/03/12 --- NS 91.4 933.0 83.5 ---
01/30/13 --- 38.4 106.9 65.7 47.1 ---
07/15/13 --- 102.8 68.3 49.5 48.8 ---
01/30/14 --- 30.0 61.4 37.5 62.8 ---
07/22/14 --- 60.6 74.1 71.7 73.5 ---
01/26/15 --- 36.4 53.4 17.8 43.7 ---
07/28/15 ---67.0 56.1 74.0 91.0 ---
01/28/16 --- 32.00 71.70 101.40 32.70 ---
07/28/16 --- 71.30 113.70 105.20 92.00 ---
Foothills Regional Landfill
Permit No. 14-03 Page 15 of 18
Joyce Engineering
APPENDIX E
Historical Surface Water Constituents/Analytes
Sample
Analyte Collection Date SWSL SW-1 SW-2 SW-3 SW-4 Blanks
Temperature 09/07/99 --- 19.8 20.4 18.8 21.7 ---
(°C) 01/25/00 --- 6.9 7.2 6.8 5.7 ---
07/21/00 --- 29.9 Dry 25.3 Dry ---
01/09/01 --- 3.5 3.6 3.3 3.5 ---
07/17/01 --- 23.5 24.6 24.6 24.4 ---
01/22/02 --- 10.0 7.8 7.5 8.2 ---
07/15/02 --- 21.8 22.9 22.3 23.1 ---
01/30/03 --- 4.1 4.3 5.1 3.5 ---
07/30/03 --- 20.0 20.6 21.8 20.8 ---
01/15/04 --- 6.3 7.7 8.3 7.4 ---
07/16/04 --- 17.4 17.3 19.0 19.2 ---
01/28/05 --- 2.6 4.2 3.9 2.4 ---
07/21/05 --- 22.9 22.8 24.8 24.1 ---
01/18/06 --- 6.7 7.1 6.9 6.3 ---
07/26/06 --- 24.9 24.3 24.3 25.1 ---
01/23/07 --- 4.7 5.4 6.0 5.6 ---
07/25/07 --- 17.9 18.4 19.2 19.0 ---
01/07/08 --- 8.5 8.7 9.0 9.5 ---
07/23/08 --- 20.9 22.2 17.8 18.0 ---
01/07/09 --- 8.4 8.8 8.2 8.2 ---
07/08/09 --- 18.0 19.7 18.7 18.6 ---
01/19/10 --- 6.4 7.6 5.6 5.6 ---
07/27/10 --- 21.2 26.0 23.5 23.3 ---
01/24/11 --- 4.3 5.2 2.9 2.6 ---
07/25/11 --- 21.1 20.1 21.1 20.9 ---
01/05/12 --- 4.2 2.7 5.7 5.7 ---
07/03/12 --- NS 22.5 24.7 24.2 ---
01/30/13 --- 13.1 11.0 11.7 10.9 ---
07/15/13 --- 21.5 22.1 19.8 20.0 ---
01/30/14 --- 1.9 3.1 0.04 0.01 ---
07/22/14 --- 21.1 18.4 21.90 22.80 ---
01/26/15 --- 9.7 8.3 7.4 7.9 ---
07/28/15 --- 24.23 22.16 23.76 26.64 ---
01/28/16 --- 5.50 6.70 6.80 7.50 ---
07/28/16 --- 23.90 24.90 24.80 25.40 ---
Foothills Regional Landfill
Permit No. 14-03 Page 16 of 18
Joyce Engineering
APPENDIX E
Historical Surface Water Constituents/Analytes
Sample
Analyte Collection Date SWSL SW-1 SW-2 SW-3 SW-4 Blanks
Turbidity 09/07/99 --- 138.0 10.0 21.0 14.0 ---
(NTU) 07/21/00 --- 2.9 Dry 15.0 Dry ---
01/09/01 --- 823.0 45.0 6.3 17.0 ---
07/17/01 --- 27.0 75.0 21.0 22.0 ---
01/22/02 --- 128.0 133.0 32.0 63.0 ---
07/15/02 --- 55.0 53.0 77.0 47.0 ---
01/30/03 --- 35.1 49.1 32.5 126.0 ---
07/30/03 --- 6.0 45.0 14.0 9.0 ---
01/15/04 --- 7.0 4.0 7.3 4.7 ---
07/16/04 --- 10.2 7.1 9.8 6.9 ---
01/28/05 --- 8.7 12.2 11.9 21.3 ---
07/21/05 --- 54.7 24.0 28.3 30.3 ---
01/18/06 --- 41.4 15.4 13.9 32.0 ---
07/26/06 --- 27.5 19.3 9.1 25.4 ---
07/25/07 --- 10.7 4.8 14.3 2.9 ---
01/07/08 --- 76.8 147.0 152.0 70.0 ---
07/23/08 --- 12.1 18.1 19.6 8.7 ---
01/07/09 --- 98.5 234.0 291.0 380.0 ---
07/08/09 --- 18.7 102.0 35.1 29.0 ---
01/19/10 --- 8.9 32.1 28.9 19.9 ---
07/27/10 --- 13.0 110.0 31.2 29.8 ---
01/24/11 --- 3.6 60.7 4.0 3.5 ---
07/25/11 --- 41.3 13.1 18.9 20.0 ---
01/05/12 --- 20.0 2.8 7.8 5.8 ---
07/03/12 --- NS 14.0 21.8 29.6 ---
01/30/13 --- 19.5 12.7 10.1 11.5 ---
07/15/13 --- 38.1 27.2 39.8 37.4 ---
01/30/14 --- 6.21 5.09 6.21 4.82 ---
07/22/14 --- 15.41 12.85 26.40 30.70 ---
01/26/15 --- 4.39 43.4 25.0 20 ---
07/28/15 --- 12.80 16.2 23.4 25 ---
01/28/16 --- 17.10 10.20 33.00 12.80 ---
07/28/16 --- 12.39 10.75 9.82 27.00 ---
Foothills Regional Landfill
Permit No. 14-03 Page 17 of 18
Joyce Engineering
APPENDIX E
Historical Surface Water Constituents/Analytes
Sample
Analyte Collection Date SWSL SW-1 SW-2 SW-3 SW-4 Blanks
Dissolved oxygen 01/23/07 --- 11.00 11.50 11.00 11.00 ---
(mg/L) 07/25/07 --- 9.80 9.80 9.80 10.10 ---
01/07/08 --- 10.30 10.95 11.64 11.19 ---
07/23/08 --- 10.76 10.77 8.70 8.59 ---
01/07/09 --- 11.73 10.60 12.05 11.88 ---
07/08/09 --- 8.25 8.08 8.63 7.54 ---
01/19/10 --- 11.47 10.58 10.84 10.96 ---
07/27/10 --- 8.12 7.72 7.56 8.29 ---
01/24/11 --- 13.61 12.96 14.78 14.78 ---
07/25/11 --- 6.88 4.20 23.04 15.13 ---
01/05/12 --- 12.39 4.47 10.71 10.11 ---
07/03/12 --- NS 6.76 6.05 6.92 ---
01/30/13 --- 8.49 10.77 8.22 9.47 ---
07/15/13 --- 6.38 5.94 6.39 6.32 ---
01/30/14 --- 13.13 17.87 12.42 14.95 ---
07/22/14 --- 6.61 8.92 7.70 7.50 ---
01/26/15 --- 12.44 10.66 10.34 15.47 ---
07/28/15 --- 7.81 7.65 8.47 7.80 ---
01/28/16 --- 17.60 12.20 10.89 14.45 ---
07/28/16 --- 6.49 6.50 6.13 7.78 ---
Oxidation Reduction Potential 01/23/07 --- 109.0 23.0 37.0 76.0 ---
(mV) 07/25/07 --- 173.0 -60.0 177.0 206.0 ---
01/07/08 --- 129.0 67.0 131.0 107.0 ---
07/23/08 --- 40.0 65.0 150.0 19.0 ---
01/07/09 --- 122.1 101.1 145.8 100.5 ---
07/08/09 --- 61.7 35.4 59.8 40.0 ---
01/19/10 --- 184.2 -68.6 14.2 23.7 ---
07/27/10 --- -4.6 -17.9 10.6 26.2 ---
01/24/11 --- 96.3 89.6 66.4 80.7 ---
07/25/11 --- 91.9 200.8 86.2 84.3 ---
01/05/12 --- 14.0 -56.5 9.4 26.4 ---
07/03/12 --- NS 4.8 160.3 53.9 ---
01/30/13 --- 61.0 1.6 95.8 108.8 ---
07/15/13 --- 20.7 -3.4 104.7 79.8 ---
01/30/14 --- 140.1 116.2 66.8 74.4 ---
07/22/14 --- 6.2 65.5 35.5 36.0 ---
01/26/15 --- 114.9 113.3 120.3 105.3 ---
07/28/15 --- 115.7 95.1 8.08 51.1 ---
01/28/16 --- 17.60 12.20 10.89 14.45 ---
07/28/16 --- 6.49 6.50 6.13 7.78 ---
Notes:
DL = Method Detection Limit.
RL = Reporting Limit = PQL prior to 2007 and SWSL starting January 2007.
PQL = Practical Quantitation Limit.
SWSL = NC-DENR Solid Waste Section Limit.
NC 2B = Surface Water Standard established in 15A NCAC 2B (NC Freshwater Aquatic Life Standards)
* NC 2B standards Revised 03/2016 and include new metals standards based on dissolved metal and water hardness analyses.
ND = Not detected above the DL.
J = Estimated concentration below the RL.
B = Blank qualified data.
dry = Insufficient water flow for sampling.
--- = No data.
All inorganic and organic compunds are reported in µg/L
µg/L = micrograms per liter
S.U. = Standard Units.
NTU = Nephelometric Turbidity Units.
µS/cm= microsiemens per centimeter.
mV = Millivolts.
Bold = Concentrations above the NC 2B Standards.
Blanks = field, trip and/or method blanks.
All data prior to 2012 taken from previous reports by Golder Associates NC, Inc.
Foothills Regional Landfill
Permit No. 14-03 Page 18 of 18
Joyce Engineering

Appendix F

Historical Constituents/Analytes
in Leachate

APPENDIX F
Historical Leachate Constituents/Analytes
Analyte
Sample
Collection Date SWSL Leachate Blanks
Inorganic Compounds
Antimony 01/23/07 6.00 4.40 ND
07/25/07 6.00 3.91 J ND
01/08/08 6.00 ND ND
07/24/08 6.00 2.82 J ND
01/07/09 6.00 5.73 J ND
07/09/09 6.00 1.64 J ND
01/20/10 6.00 3.00 J ND
07/27/10 6.00 6.22 J ND
01/24/11 6.00 6.51 J ND
07/25/11 6.00 5.91 J ND
01/05/12 6.00 9.83 ND
07/02/12 6.00 10.80 ND
01/30/13 6.00 11.10 ND
07/15/13 6.00 5.87 J 0.45 J
01/30/14 6.00 9.55 J 0.62 J
07/22/14 6.00 15.1 ND
01/26/15 6.00 14.5 ND
07/28/15 6.00 18.3 ND
01/28/16 6.00 14.1 ND
07/28/16 6.00 23.1 0.28 J
Arsenic 07/09/09 10.0 9.27 B 2.92 J
01/20/10 10.0 ND ND
07/27/10 10.0 8.90 J ND
01/24/11 10.0 4.75 J ND
07/25/11 10.0 6.12 J ND
01/05/12 10.0 15.70 ND
07/02/12 10.0 14.90 ND
01/30/13 10.0 12.30 ND
07/15/13 10.0 10.20 ND
01/30/14 10.0 7.79 J ND
07/22/14 10.0 19.5 ND
01/26/15 10.0 14.3 ND
07/28/15 10.0 22.2 ND
01/28/16 10.0 17.9 ND
07/28/16 10.0 35.9 ND
Barium 07/21/00 500 120.00 ND
04/01/04 500 ND ---
07/16/04 500 ND ND
10/18/04 500 ND ---
01/28/05 500 ND ND
04/27/05 500 ND ---
07/21/05 500 ND ND
10/21/05 500 ND ---
01/19/06 500 2990 ---
01/23/07 100 303 ND
07/25/07 100 182 ND
01/08/08 --- 33.8 J 0.30 J
07/24/08 100 230 1.30 J
01/07/09 100 239 ND
07/09/09 100 397 ND
01/20/10 100 538 0.30 J
07/27/10 100 253 ND
01/24/11 100 431 ND
07/25/11 100 347 ND
01/05/12 100 334 0.13 J
07/02/12 100 324 0.49 J
01/30/13 100 365 ND
07/15/13 100 324 ND
01/30/14 100 348 ND
07/22/14 100 407 0.26 J
01/26/15 100 409 ND
07/28/15 100 428 ND
01/28/16 100 450 0.37 J
07/28/16 100 517 0.59 J
Foothills Regional Landfill
Permit No. 14-03 Page 1 of 19 Joyce Engineering
APPENDIX F
Historical Leachate Constituents/Analytes
Analyte
Sample
Collection Date SWSL Leachate Blanks
Beryllium 01/19/06 2.00 2.10 ---
01/23/07 1.00 ND ND
07/25/07 1.00 ND ND
01/08/08 1.00 ND ND
07/24/08 1.00 ND ND
01/07/09 1.00 ND ND
07/09/09 1.00 ND ND
01/20/10 1.00 ND ND
07/27/10 1.00 ND ND
01/24/11 1.00 ND ND
07/25/11 1.00 ND ND
01/05/12 1.00 0.06 J ND
07/02/12 1.00 ND ND
01/30/13 1.00 ND ND
07/15/13 1.00 ND ND
01/30/14 1.00 0.13 J ND
07/22/14 1.00 0.05 J ND
01/26/15 1.00 0.05 J ND
07/28/15 1.00 ND ND
01/28/16 1.00 ND ND
07/28/16 1.00 ND ND
Cadmium 07/09/09 1.00 0.37 B 0.14 J
01/20/10 1.00 ND ND
07/27/10 1.00 ND ND
01/24/11 1.00 ND ND
07/25/11 1.00 7.91 ND
01/05/12 1.00 ND ND
07/02/12 1.00 ND ND
01/30/13 1.00 0.16 J ND
07/15/13 1.00 ND ND
01/30/14 1.00 0.17 J ND
07/22/14 1.00 0.11 J ND
01/26/15 1.00 0.16 J ND
07/28/15 1.00 0.68 J ND
01/28/16 1.00 ND ND
07/28/16 1.00 ND ND
Chromium 04/01/04 10.0 12.30 ---
07/16/04 10.0 13.20 ND
10/18/04 10.0 ND ---
01/28/05 10.0 16.10 ND
04/27/05 10.0 43.50 ---
07/21/05 10.0 33.4 ND
10/21/05 10.0 41.80 ---
01/19/06 10.0 148 ---
01/23/07 10.0 ND ND
07/25/07 10.0 ND ND
01/08/08 10.0 ND ND
07/24/08 10.0 5.20 J ND
01/07/09 10.0 ND 2.50 J
07/09/09 10.0 24.7 ND
01/20/10 10.0 32.0 ND
07/27/10 10.0 42.0 ND
01/24/11 10.0 31.7 ND
07/25/11 10.0 61.7 ND
01/05/12 10.0 58.8 ND
07/02/12 10.0 66.8 0.76 J
01/30/13 10.0 55.1 ND
07/15/13 10.0 34.2 0.73 J
01/30/14 10.0 50.2 1.92 J
07/22/14 10.0 57.2 0.94 J
01/26/15 10.0 48.6 ND
07/28/15 10.0 89.6 ND
01/28/16 10.0 70.1 ND
07/28/16 10.0 174.0 ND
Foothills Regional Landfill
Permit No. 14-03 Page 2 of 19 Joyce Engineering
APPENDIX F
Historical Leachate Constituents/Analytes
Analyte
Sample
Collection Date SWSL Leachate Blanks
Cobalt 12/06/99 10.0 10.0 ---
07/21/00 10.0 ND ND
04/01/04 10.0 ND ---
07/16/04 10.0 ND ND
10/18/04 10.0 ND ---
01/28/05 10.0 ND 31.60
04/27/05 10.0 ND ---
07/21/05 10.0 ND ND
10/21/05 10.0 12.4 ---
01/19/06 10.0 41.2 ---
01/23/07 10.0 8.6 J ND
07/25/07 10.0 18.2 ND
01/08/08 10.0 3.90 J ND
07/24/08 10.0 20.0 ND
01/07/09 10.0 8.10 J ND
07/09/09 10.0 8.91 J ND
01/20/10 10.0 12.5 ND
07/27/10 10.0 14.2 ND
01/24/11 10.0 24.6 ND
07/25/11 10.0 22.1 ND
01/05/12 10.0 21.6 ND
07/02/12 10.0 23.2 ND
01/30/13 10.0 23.8 ND
07/15/13 10.0 16.8 ND
01/30/14 10.0 19.1 ND
07/22/14 10.0 18.2 ND
01/26/15 10.0 18.7 ND
07/28/15 10.0 25.4 ND
01/28/16 10.0 32.9 ND
07/28/16 10.0 30.1 ND
Copper 07/21/00 200 200 ND
04/01/04 200 ND ---
07/16/04 200 ND ND
10/18/04 200 ND ---
01/28/05 200 ND ND
04/27/05 200 ND ---
07/21/05 200 ND ND
10/21/05 200 ND ---
01/19/06 200 ND ---
01/23/07 10.0 ND ND
07/25/07 10.0 ND ND
01/08/08 10.0 ND 0.60 J
07/24/08 10.0 ND ND
01/07/09 10.0 ND ND
07/09/09 10.0 ND ND
01/20/10 10.0 ND 1.98 J
07/27/10 10.0 ND 2.00 J
01/24/11 10.0 ND ND
07/25/11 10.0 ND 2.02 J
01/05/12 10.0 5.31 J ND
07/02/12 10.0 8.64 J ND
01/30/13 10.0 44.20 0.96 J
07/15/13 10.0 120 ND
01/30/14 50.0 3050 ND
07/22/14 10.0 8.97 J 1.23 J
01/26/15 10.0 5.67 J ND
07/28/15 10.0 1.76 J ND
01/28/16 10.0 13.90 ND
07/28/16 10.0 221 1.60 J
Foothills Regional Landfill
Permit No. 14-03 Page 3 of 19 Joyce Engineering
APPENDIX F
Historical Leachate Constituents/Analytes
Analyte
Sample
Collection Date SWSL Leachate Blanks
Lead 12/06/99 10.0 20 ---
07/21/00 10.0 30 ND
04/01/04 10.0 ND ---
07/16/04 10.0 ND ND
10/18/04 10.0 ND ---
01/28/05 10.0 ND ND
04/27/05 10.0 ND ---
07/21/05 10.0 ND ND
10/21/05 10.0 ND ---
01/19/06 10.0 27.60 ---
01/23/07 10.0 ND ND
07/25/07 10.0 ND ND
01/08/08 10.0 ND ND
07/24/08 10.0 ND ND
01/07/09 10.0 ND ND
07/09/09 10.0 2.15 J ND
01/20/10 10.0 4.31 J ND
07/27/10 10.0 ND ND
01/24/11 10.0 ND ND
07/25/11 10.0 ND ND
01/05/12 10.0 0.59 J ND
07/02/12 10.0 0.49 J ND
01/30/13 10.0 3.21 J ND
07/15/13 10.0 4.40 J ND
01/30/14 10.0 37.6 ND
07/22/14 10.0 0.46 B 0.14 J
01/26/15 10.0 0.30 J ND
07/28/15 10.0 0.63 J ND
01/28/16 10.0 1.68 J ND
07/28/16 10.0 36.2 ND
Nickel 04/01/04 50.0 51.3 ---
07/16/04 50.0 50.3 ND
10/18/04 50.0 ND ---
01/28/05 50.0 ND ND
04/27/05 50.0 72.3 ---
07/21/05 50.0 87.5 ND
10/21/05 50.0 117 ---
01/19/06 50.0 133 ---
01/23/07 50.0 99 ND
07/25/07 50.0 160 ND
01/08/08 50.0 16.6 J ND
07/24/08 50.0 142 ND
01/07/09 50.0 48.4 J ND
07/09/09 50.0 53.9 1.09 J
01/20/10 50.0 74.5 ND
07/27/10 50.0 112 ND
01/24/11 50.0 85.8 ND
07/25/11 50.0 141 ND
01/05/12 50.0 171 ND
07/02/12 50.0 205 ND
01/30/13 50.0 178 ND
07/15/13 50.0 117 ND
01/30/14 50.0 126 ND
07/22/14 50.0 156 0.33 J
01/26/15 50.0 140 ND
07/28/15 50.0 207 ND
01/28/16 50.0 150 ND
07/28/16 50.0 250 ND
Foothills Regional Landfill
Permit No. 14-03 Page 4 of 19 Joyce Engineering
APPENDIX F
Historical Leachate Constituents/Analytes
Analyte
Sample
Collection Date SWSL Leachate Blanks
Selenium 07/25/07 10.0 2.40 J ND
01/08/08 10.0 ND ND
07/24/08 10.0 ND ND
01/07/09 10.0 ND ND
07/09/09 10.0 ND ND
01/20/10 10.0 ND ND
07/27/10 10.0 3.39 B 3.83 J
01/24/11 10.0 3.66 J ND
07/25/11 10.0 3.93 J ND
01/05/12 10.0 20.60 ND
07/02/12 10.0 12.20 ND
01/30/13 10.0 11.00 ND
07/15/13 10.0 6.23 J ND
01/30/14 10.0 0.88 J ND
07/22/14 10.0 8.18 J ND
01/26/15 10.0 8.09 J ND
07/28/15 10.0 3.25 J ND
01/28/16 10.0 1.84 J ND
07/28/16 10.0 3.68 J ND
Silver 01/20/10 10.0 4.32 J 0.82 J
07/27/10 10.0 ND ND
01/24/11 10.0 ND ND
07/25/11 10.0 ND ND
01/05/12 10.0 0.19 J ND
07/02/12 10.0 0.26 J ND
01/30/13 10.0 0.16 J ND
07/15/13 10.0 ND ND
01/30/14 10.0 ND ND
07/22/14 10.0 ND ND
01/26/15 10.0 0.23 J ND
07/28/15 10.0 ND ND
01/28/16 10.0 ND ND
07/28/16 10.0 0.32 J ND
Thallium 07/27/10 5.50 4.42 J ND
01/24/11 5.50 ND ND
07/25/11 5.50 ND ND
01/05/12 5.50 ND ND
07/02/12 5.50 ND ND
01/30/13 5.50 ND ND
07/15/13 5.50 0.08 J ND
01/30/14 5.50 ND ND
07/22/14 5.50 ND ND
01/26/15 5.50 ND ND
07/28/15 5.50 ND ND
01/28/16 5.50 ND ND
07/28/16 5.50 ND ND
Vanadium 01/19/06 40.0 94.6 ---
01/23/07 25.0 ND ND
07/25/07 25.0 11.1 J ND
01/08/08 25.0 2.5 J ND
07/24/08 25.0 17.1 J ND
01/07/09 25.0 ND ND
07/09/09 25.0 10.7 J ND
01/20/10 25.0 17.0 J ND
07/27/10 25.0 28.4 ND
01/24/11 25.0 20.1 J ND
07/25/11 25.0 32.3 ND
01/05/12 25.0 27.3 ND
07/02/12 25.0 30.4 ND
01/30/13 25.0 20.3 J ND
07/15/13 25.0 14.5 J ND
01/30/14 25.0 19.7 B 9.89 J
07/22/14 25.0 25.7 1.95 J
01/26/15 25.0 20.8 J ND
07/28/15 25.0 49.6 ND
01/28/16 25.0 30.3 ND
07/28/16 25.0 83.1 ND
Foothills Regional Landfill
Permit No. 14-03 Page 5 of 19 Joyce Engineering
APPENDIX F
Historical Leachate Constituents/Analytes
Analyte
Sample
Collection Date SWSL Leachate Blanks
Zinc 12/06/99 50.0 380 ---
07/21/00 50.0 130 B 60.00
04/01/04 50.0 ND ---
07/16/04 50.0 62.8 ND
10/18/04 50.0 ND ---
01/28/05 50.0 ND ND
04/27/05 50.0 ND ---
07/21/05 50.0 ND ND
10/21/05 50.0 61.1 ---
01/19/06 50.0 589 ---
01/23/07 10.0 2.00 J ND
07/25/07 10.0 ND 1.40 J
01/08/08 10.0 2.10 J ND
07/24/08 10.0 ND ND
01/07/09 10.0 3.90 J ND
07/09/09 10.0 7.05 J ND
01/20/10 10.0 10.9 B 3.07 J
07/27/10 10.0 6.45 J ND
01/24/11 10.0 15.1 B 4.41 J
07/25/11 10.0 20.2 B 13.80
01/05/12 10.0 44.5 2.14 J
07/02/12 10.0 29.4 0.94 J
01/30/13 10.0 113 1.25 J
07/15/13 10.0 95.6 ND
01/30/14 10.0 330 ND
07/22/14 10.0 34.3 1.60 J
01/26/15 10.0 41.5 1.05 J
07/28/15 10.0 128 ND
01/28/16 10.0 132 ND
07/28/16 10.0 199 ND
Organic Compounds
Acetone 12/06/99 100 9200 ---
07/21/00 100 ND ND
04/01/04 100 3460 ---
07/16/04 100 2640 ND
10/18/04 100 7650 ---
01/28/05 100 8980 ND
04/27/05 100 18600 ---
07/21/05 100 ND ND
10/21/05 100 311 ---
01/19/06 100 250 ---
03/14/06 2 ND ND
01/23/07 100 1900 ND
07/25/07 100 ND ND
01/08/08 100 650 ND
07/24/08 100 ND ND
01/07/09 100 2600 ND
07/09/09 100 41.0 J ND
01/20/10 100 2500 ND
07/27/10 100 690 ND
01/24/11 100 12000 ND
07/25/11 100 160 ND
01/05/12 100 7000 3.80 J
07/02/12 100 49 ND
01/30/13 100 3600 ND
07/15/13 100 21 J ND
01/30/14 2000 2100 ND
07/22/14 100 290 ND
01/26/15 100 2400 ND
07/28/15 100 23 J ND
01/28/16 100 140 ND
07/28/16 100 38.0 J ND
Foothills Regional Landfill
Permit No. 14-03 Page 6 of 19 Joyce Engineering
APPENDIX F
Historical Leachate Constituents/Analytes
Analyte
Sample
Collection Date SWSL Leachate Blanks
Benzene 04/01/04 1.00 8.77 ---
07/16/04 1.00 1.90 ND
10/18/04 1.00 ND ---
01/28/05 1.00 1.69 ND
04/27/05 1.00 12.2 ---
07/21/05 1.00 8.90 ND
10/21/05 1.00 4.66 ---
01/19/06 1.00 4.10 ---
03/14/06 1.00 ND ND
01/23/07 3.00 16.0 ND
07/25/07 1.00 7.5 J ND
01/08/08 1.00 18.0 ND
07/24/08 1.00 6.10 J ND
01/07/09 1.00 18.0 ND
07/09/09 1.00 14.0 ND
01/20/10 1.00 19.0 ND
07/27/10 1.00 9.1 J ND
01/24/11 1.00 ND ND
07/25/11 1.00 8.8 J ND
01/05/12 1.00 15.0 ND
07/02/12 1.00 11.0 ND
01/30/13 1.00 12.0 ND
07/15/13 1.00 12.0 ND
01/30/14 1.00 16.0 ND
07/22/14 1.00 6.8 ND
01/26/15 1.00 13 ND
07/28/15 1.00 8 ND
01/28/16 1.00 18 ND
07/28/16 1.00 7.0 ND
Carbon Disulfide 01/30/13 100 3.2 J ND
07/15/13 100 ND ND
01/30/14 100 ND ND
07/28/15 100 35.0 ND
01/28/16 100 4.3 J ND
07/28/16 100 ND ND
Chlorobenzene 07/02/12 3.00 0.40 J ND
01/30/13 3.00 0.60 J ND
07/15/13 3.00 0.80 J ND
01/30/14 3.00 0.60 J ND
07/22/14 3.00 0.40 J ND
01/26/15 3.00 0.6 J ND
07/28/15 3.00 ND ND
01/28/16 3.00 1.0 J ND
07/28/16 3.00 0.40 J ND
Chloroethane 01/30/13 10.0 3.4 J ND
07/15/13 10.0 ND ND
01/30/14 10.0 1.0 J ND
07/22/14 10.0 ND ND
01/26/15 10.0 ND ND
07/28/15 10.0 ND ND
01/28/16 10.0 ND ND
07/28/16 10.0 ND ND
1,2-Dichlorobenzene 01/26/15 5.0 0.30 J ND
07/28/15 5.0 ND ---
01/28/16 5.0 ND ND
07/28/16 5.0 ND ND
Foothills Regional Landfill
Permit No. 14-03 Page 7 of 19 Joyce Engineering
APPENDIX F
Historical Leachate Constituents/Analytes
Analyte
Sample
Collection Date SWSL Leachate Blanks
1,4-Dichlorobenzene 01/08/08 1.0 7.2 J ND
07/24/08 1.0 ND ND
01/07/09 1.0 7.6 J ND
07/09/09 1.0 8.2 ND
01/20/10 1.0 11.0 ND
07/27/10 1.0 6.40 J ND
01/24/11 1.0 ND ND
07/25/11 1.0 ND ND
01/05/12 1.0 9.5 ND
07/02/12 1.0 5.5 ND
01/30/13 1.0 6.1 ND
07/15/13 1.0 7.2 ND
01/30/14 1.0 8.4 ND
07/22/14 1.0 3.7 ND
01/26/15 1.0 8.9 ND
07/28/15 1.0 4.4 ND
01/28/16 1.0 9.2 ND
07/28/16 1.0 4.0 ND
1,1-Dichloroethane 12/06/99 5.0 5.00 ---
07/21/00 5.0 ND ND
04/01/04 5.0 ND ---
07/16/04 5.0 ND ND
10/18/04 5.0 ND ---
01/28/05 5.0 ND ND
04/27/05 5.0 ND ---
07/21/05 5.0 ND ND
10/21/05 5.0 ND ---
01/19/06 5.0 ND ---
03/14/06 1.0 ND ND
01/23/07 5.0 ND ND
07/25/07 5.0 ND ND
01/08/08 5.0 ND ND
07/24/08 5.0 ND ND
01/07/09 5.0 ND ND
07/09/09 5.0 ND ND
01/20/10 5.0 ND ND
07/27/10 5.0 ND ND
01/24/11 5.0 ND ND
07/25/11 5.0 ND ND
01/05/12 5.0 ND ND
07/02/12 5.0 ND ND
01/30/13 5.0 0.90 J ND
07/15/13 5.0 ND ND
01/30/14 5.0 0.90 J ND
07/22/14 5.0 ND ND
01/26/15 5.0 0.3 J ND
07/28/15 5.0 ND ND
01/28/16 5.0 ND ND
07/28/16 5.0 ND ND
1,2-Dichloroethane 01/30/13 1.0 2.7 ND
07/15/13 1.0 0.7 J ND
01/30/14 1.0 4.2 ND
07/22/14 1.0 ND ND
01/26/15 1.0 1.2 ND
07/28/15 1.0 ND ND
01/28/16 1.0 ND ND
07/28/16 1.0 0.40 J ND
Foothills Regional Landfill
Permit No. 14-03 Page 8 of 19 Joyce Engineering
APPENDIX F
Historical Leachate Constituents/Analytes
Analyte
Sample
Collection Date SWSL Leachate Blanks
cis-1,2-Dichloroethene 07/21/00 5.0 9.00 ND
04/01/04 5.0 6.06 ---
07/16/04 5.0 ND ND
10/18/04 5.0 ND ---
01/28/05 5.0 ND ND
04/27/05 5.0 ND ---
07/21/05 5.0 ND ND
10/21/05 5.0 ND ---
01/19/06 5.0 ND ---
03/14/06 1.0 ND ND
01/23/07 5.0 ND ND
07/25/07 5.0 ND ND
01/08/08 5.0 ND ND
07/24/08 5.0 ND ND
01/07/09 5.0 ND ND
07/09/09 5.0 ND ND
01/20/10 5.0 ND ND
07/27/10 5.0 ND ND
01/24/11 5.0 ND ND
07/25/11 5.0 ND ND
01/05/12 5.0 ND ND
07/02/12 5.0 ND ND
01/30/13 5.0 ND ND
07/15/13 5.0 ND ND
01/30/14 5.0 2.4 J ND
07/22/14 5.0 ND ND
01/26/15 5.0 ND ND
07/28/15 5.0 ND ND
01/28/16 5.0 ND ND
07/28/16 5.0 ND ND
Trans-1,2-dichloroethene 01/05/12 5.0 0.80 J ND
07/02/12 5.0 0.40 J ND
01/30/13 5.0 0.60 J ND
07/15/13 5.0 0.50 J ND
01/30/14 5.0 0.90 J ND
07/22/14 5.0 0.40 J ND
01/26/15 5.0 0.30 J ND
07/28/15 5.0 ND ND
01/28/16 5.0 ND ND
07/28/16 5.0 ND ND
Foothills Regional Landfill
Permit No. 14-03 Page 9 of 19 Joyce Engineering
APPENDIX F
Historical Leachate Constituents/Analytes
Analyte
Sample
Collection Date SWSL Leachate Blanks
Ethylbenzene 12/06/99 5.0 39.0 ---
07/21/00 5.0 22.0 ND
04/01/04 5.0 49.7 ---
07/16/04 5.0 11.6 ND
10/18/04 5.0 22.6 ---
01/28/05 5.0 24.1 ND
04/27/05 5.0 60.1 ---
07/21/05 5.0 34.0 ND
10/21/05 5.0 20.9 ---
01/19/06 5.0 16.5 ---
03/14/06 1.0 ND ND
01/23/07 5.0 110 ND
07/25/07 1.0 26.0 ND
01/08/08 1.0 41.0 ND
07/24/08 1.0 27.0 ND
01/07/09 1.0 110 ND
07/09/09 1.0 92.0 ND
01/20/10 1.0 130 ND
07/27/10 1.0 57.0 ND
01/24/11 1.0 80.0 J ND
07/25/11 1.0 45.0 ND
01/05/12 1.0 82.0 ND
07/02/12 1.0 42.0 ND
01/30/13 1.0 50.0 ND
07/15/13 1.0 47.0 ND
01/30/14 1.0 71.0 ND
07/22/14 1.0 26.0 ND
01/26/15 1.0 62.0 ND
07/28/15 1.0 30.0 ND
01/28/16 1.0 79.0 ND
07/28/16 1.0 24.0 ND
Methylene chloride 12/06/99 10.0 16.00 ---
07/21/00 10.0 ND ND
04/01/04 10.0 ND ---
07/16/04 10.0 ND ND
10/18/04 10.0 ND ---
01/28/05 10.0 ND ND
04/27/05 10.0 ND ---
07/21/05 10.0 ND ND
10/21/05 10.0 ND ---
01/19/06 10.0 64.90 ---
03/14/06 1.0 ND ND
01/23/07 5.5 3.20 J ND
07/25/07 1.0 ND ND
01/08/08 1.0 ND ND
07/24/08 1.0 ND ND
01/07/09 1.0 60.00 ND
07/09/09 1.0 ND ND
01/20/10 1.0 ND ND
07/27/10 1.0 ND ND
01/24/11 1.0 ND ND
07/25/11 1.0 ND ND
01/05/12 1.0 ND ND
07/02/12 1.0 ND ND
01/30/13 1.0 1.60 B 0.30 J
07/15/13 1.0 ND ND
01/30/14 1.0 5.90 B 1.20
07/22/14 1.0 ND ND
01/26/15 1.0 ND ND
07/28/15 1.0 ND ND
01/28/16 1.0 ND ND
07/28/16 1.0 ND ND
Foothills Regional Landfill
Permit No. 14-03 Page 10 of 19 Joyce Engineering
APPENDIX F
Historical Leachate Constituents/Analytes
Analyte
Sample
Collection Date SWSL Leachate Blanks
Methyl Butyl Ketone (2-Hexanone) 07/02/12 100 1.80 J ND
01/30/13 50 17.0 J ND
07/15/13 50 ND ND
01/30/14 50 5.80 J ND
07/22/14 50 6.70 J ND
01/26/15 50 6.0 J ND
07/28/15 50 ND ---
01/28/16 50 4.9 J ND
07/28/16 50 6.4 J ND
Methyl Ethyl Ketone (2-Butanone) 12/06/99 100 2600 ---
07/21/00 100 ND ND
04/01/04 100 1190 ---
07/16/04 100 895 ND
10/18/04 100 5320 ---
01/28/05 100 3770 ND
04/27/05 100 4020 ---
07/21/05 100 ND ND
10/21/05 100 599 ---
01/19/06 100 198 ---
03/14/06 2 ND ND
01/23/07 100 960 ND
07/25/07 100 ND ND
01/08/08 100 510 ND
07/24/08 100 ND ND
01/07/09 100 1000 ND
07/09/09 100 ND ND
01/20/10 100 2800 ND
07/27/10 100 340 ND
01/24/11 100 7800 ND
07/25/11 100 82 J ND
01/05/12 100 6200 ND
07/02/12 100 160 ND
01/30/13 2000 3900 ND
07/15/13 100 160 ND
01/30/14 2000 2100 2.30 J
07/22/14 100 ND ND
01/26/15 100 1600 ND
07/28/15 100 ND ND
01/28/16 100 160 ND
07/28/16 100 ND ND
4-Methyl-2-pentanone (MIBK) 01/28/05 100 114 ND
04/27/05 100 ND ---
07/21/05 100 ND ND
10/21/05 100 ND ---
01/19/06 100 ND ---
03/14/06 2 ND ND
01/23/07 100 67.0 ND
07/25/07 100 ND ND
01/08/08 100 25.0 J ND
07/24/08 100 ND ND
01/07/09 100 ND ND
07/09/09 100 ND ND
01/20/10 100 100 ND
07/27/10 100 20.0 J ND
01/24/11 100 ND ND
07/25/11 100 24.0 J ND
01/05/12 100 110 ND
07/02/12 100 16.0 J ND
01/30/13 100 64.0 ND
07/15/13 100 14.0 J ND
01/30/14 100 61.0 J ND
07/22/14 100 26.0 J ND
01/26/15 100 44 J ND
07/28/15 100 22 J ND
01/28/16 100 36 J ND
07/28/16 100 19 J ND
Foothills Regional Landfill
Permit No. 14-03 Page 11 of 19 Joyce Engineering
APPENDIX F
Historical Leachate Constituents/Analytes
Analyte
Sample
Collection Date SWSL Leachate Blanks
1,2-Dichloropropane 01/26/15 1.0 0.3 J ND
07/28/15 1.0 ND ND
01/28/16 1.0 ND ND
07/28/16 1.0 ND ND
Styrene 01/19/06 10.0 12.30 ---
03/14/06 1.0 ND ND
01/23/07 10.0 ND ND
07/25/07 1.00 ND ND
01/08/08 1.00 ND ND
07/24/08 1.0 ND ND
01/07/09 1.0 ND ND
07/09/09 1.0 ND ND
01/20/10 1.0 ND ND
07/27/10 1.0 ND ND
01/24/11 1.0 ND ND
07/25/11 1.0 ND ND
01/05/12 1.0 ND ND
07/02/12 1.0 ND ND
01/30/13 1.0 ND ND
07/15/13 1.0 ND ND
01/30/14 1.0 4.9 ND
07/22/14 1.0 ND ND
01/26/15 1.0 3.2 ND
07/28/15 1.0 2.7 ND
01/28/16 1.0 4.2 ND
07/28/16 1.0 3.1 ND
Toluene 12/06/99 5.0 76 ---
07/21/00 5.0 77 ND
04/01/04 5.0 125 ---
07/16/04 5.0 26 ND
10/18/04 5.0 69 ---
01/28/05 5.0 59 7.02
04/27/05 5.0 359 ---
07/21/05 5.0 160 ND
10/21/05 5.0 29 ---
01/19/06 5.0 181 ---
03/14/06 1.0 ND ND
01/23/07 5.0 150 ND
07/25/07 1.0 14 0.40 J
01/08/08 1.0 30.0 ND
07/24/08 1.0 4.5 J ND
01/07/09 1.0 90 ND
07/09/09 1.0 14 ND
01/20/10 1.0 43 ND
07/27/10 1.0 11 ND
01/24/11 1.0 68 J ND
07/25/11 1.0 35 ND
01/05/12 1.0 55 ND
07/02/12 1.0 12 ND
01/30/13 1.0 54 ND
07/15/13 1.0 27 ND
01/30/14 1.0 72 ND
07/22/14 1.0 13 ND
01/26/15 1.0 78 ND
07/28/15 1.0 14 ND
01/28/16 1.0 13 ND
07/28/16 1.0 7.5 ND
Foothills Regional Landfill
Permit No. 14-03 Page 12 of 19 Joyce Engineering
APPENDIX F
Historical Leachate Constituents/Analytes
Analyte
Sample
Collection Date SWSL Leachate Blanks
Trichloroethene 01/19/06 2.0 3.11 ---
03/14/06 1.0 ND ND
01/23/07 3.0 ND ND
07/25/07 1.0 ND ND
01/08/08 1.0 ND ND
07/24/08 1.0 ND ND
01/07/09 1.0 ND ND
07/09/09 1.0 ND ND
01/20/10 1.0 ND ND
07/27/10 1.0 ND ND
01/24/11 1.0 ND ND
07/25/11 1.0 ND ND
01/05/12 1.0 ND ND
07/02/12 1.0 ND ND
01/30/13 1.0 ND ND
07/15/13 1.0 ND ND
01/30/14 1.0 0.4 J ND
07/22/14 1.0 ND ND
01/26/15 1.0 0.6 J ND
07/28/15 1.0 ND ND
01/28/16 1.0 ND ND
07/28/16 1.0 ND ND
Vinyl chloride 04/01/04 1.0 17.3 ---
07/16/04 1.0 ND ND
10/18/04 1.0 ND ---
01/28/05 1.0 5.5 ND
04/27/05 1.0 ND ---
07/21/05 1.0 ND ND
10/21/05 1.0 ND ---
01/19/06 1.0 ND ---
03/14/06 1.0 ND ND
01/23/07 5.5 4.8 J ND
07/25/07 1.0 ND ND
01/08/08 1.0 ND ND
07/24/08 1.0 ND ND
01/07/09 1.0 4.1 J ND
07/09/09 1.0 2.0 ND
01/20/10 1.0 ND ND
07/27/10 1.0 ND ND
01/24/11 1.0 ND ND
07/25/11 1.0 ND ND
01/05/12 1.0 2.7 ND
07/02/12 1.0 0.6 J ND
01/30/13 1.0 1.5 ND
07/15/13 1.0 1.8 ND
01/30/14 1.0 2.2 ND
07/22/14 1.0 0.4 J ND
01/26/15 1.0 0.5 J ND
07/28/15 1.0 ND ND
01/28/16 1.0 1.2 ND
07/28/16 1.0 ND ND
Foothills Regional Landfill
Permit No. 14-03 Page 13 of 19 Joyce Engineering
APPENDIX F
Historical Leachate Constituents/Analytes
Analyte
Sample
Collection Date SWSL Leachate Blanks
Xylenes, total 12/06/99 5.0 21.0 ---
07/21/00 5.0 12.0 ND
04/01/04 5.0 45.5 ---
07/16/04 5.0 11.3 ND
10/18/04 5.0 17.3 ---
01/28/05 5.0 20.5 ND
04/27/05 5.0 54.9 ---
07/21/05 5.0 33.3 ND
10/21/05 5.0 21.0 ---
01/19/06 5.0 24.0 ---
03/14/06 1.0 ND ND
01/23/07 4.0 64.0 ND
07/25/07 4.0 23 ND
01/08/08 5.0 100 ND
07/24/08 5.0 33 ND
01/07/09 5.0 110 ND
07/09/09 5.0 96 ND
01/20/10 5.0 130 ND
07/27/10 5.0 62 ND
01/24/11 5.0 ND ND
07/25/11 5.0 52 ND
01/05/12 5.0 94 ND
07/02/12 5.0 53 ND
01/30/13 5.0 62 ND
07/15/13 5.0 68 ND
01/30/14 5.0 93 ND
07/22/14 5.0 33 ND
01/26/15 5.0 79 ND
07/28/15 5.0 40 ND
01/28/16 5.0 96 ND
07/28/16 5.0 36 ND
Other Parameters
Nitrate 01/23/07 0.1 0.07 J ---
07/25/07 10.0 0.04 ---
01/08/08 10.0 0.22 J ---
07/24/08 10.0 0.06 B 0.03 J
01/07/09 10.0 0.06 J ND
07/09/09 10.0 0.05 J ND
01/20/10 10.0 0.06 J ND
07/27/10 10.0 0.05 J -
01/24/11 10.0 0.03 J -
07/25/11 10.0 0.05 J ND
01/05/12 50 46.0 J ND
07/02/12 50 ND ND
01/30/13 500 ND ND
07/15/13 100 910 ND
01/30/14 100 ND ND
07/22/14 50 ND ND
07/28/15 50 160 ND
07/28/16 50 470 ND
Foothills Regional Landfill
Permit No. 14-03 Page 14 of 19 Joyce Engineering
APPENDIX F
Historical Leachate Constituents/Analytes
Analyte
Sample
Collection Date SWSL Leachate Blanks
Sulfate 04/01/04 0.4 0.62 ---
07/16/04 0.4 0.55 ---
10/18/04 0.4 1.00 ---
01/28/05 0.4 0.71 ---
04/27/05 0.4 0.45 ---
07/21/05 0.4 ND ---
10/21/05 0.4 0.58 ---
01/19/06 0.4 ND ---
01/23/07 0.4 15.0 ---
07/25/07 250 46.0 J ND
01/08/08 250 130.0 J ND
07/24/08 250 34.0 J ND
01/07/09 250 10.0 J ND
07/09/09 250 2.4 J ND
01/20/10 250 1.5 J ND
07/27/10 250 2.1 J ND
01/24/11 250 2.3 J ND
07/25/11 250 2.4 J ND
01/05/12 5000 82.0 J ND
07/02/12 5000 23000 ND
01/30/13 50000 ND ND
07/15/13 10000 11000 ND
01/30/14 10000 ND ND
07/22/14 50 ND ND
01/26/15 250000 ND ND
07/28/15 500 ND ND
01/28/16 50 ND ND
07/28/16 50 ND ND
Biochemical Oxygen Demand 04/01/04 120 339 ---
07/16/04 120 32.3 ---
10/18/04 120 543 ---
01/28/05 120 624 ---
04/27/05 120 1130 ---
07/21/05 120 129 ---
10/21/05 120 167 ---
01/19/06 120 ND ---
01/23/07 120 310 ---
07/25/07 250 43 ND
01/08/08 --- <33 J ND
07/24/08 --- 38.0 ND
01/07/09 --- >222.36 ND
07/09/09 --- 41.0 ND
01/20/10 --- 310 ND
07/27/10 --- 120 ND
01/24/11 --- 790 ND
07/25/11 --- 83.0 ND
01/05/12 20000 510000 ND
07/02/12 17000 66000 0.11 J
01/30/13 26000 1300000 ND
07/15/13 13000 42000 ND
01/30/14 18000 121000 250 J
07/22/14 9000 123000 10.0 J
01/26/15 378000 ---
07/28/15 15000 90000 D ND
01/28/16 17000 126000 ND
07/28/16 34000 124000 D ND
Foothills Regional Landfill
Permit No. 14-03 Page 15 of 19 Joyce Engineering
APPENDIX F
Historical Leachate Constituents/Analytes
Analyte
Sample
Collection Date SWSL Leachate Blanks
Chemical Oxygen Demand 04/01/04 20.0 458 ---
07/16/04 20.0 279 ---
10/18/04 20.0 557 ---
01/28/05 20.0 964 ---
04/27/05 20.0 1960 ---
07/21/05 20.0 678 ---
10/21/05 20.0 860 ---
01/19/06 20.0 608 ---
01/23/07 20.0 880 ---
07/25/07 --- 790 ND
01/08/08 --- 680 ND
07/24/08 --- 690 ND
01/07/09 --- 710 ND
07/09/09 --- 370 ND
01/20/10 --- 690 ND
07/27/10 --- 970 ND
01/24/11 --- 1600 ND
07/25/11 --- 750 ND
01/05/12 100000 1570000 D ND
07/02/12 10.0 1100000 ND
01/30/13 200 4140000 5830
07/15/13 100 412000 ND
01/30/14 100 2170000 ND
07/22/14 200000 1310000 ND
01/26/15 1220000 ---
07/28/15 100000 1070000 ND
01/28/16 50000 1060000 ND
07/28/16 100000 1520000 ND
Phosphorus-Total 10/18/04 0.1 0.49 ---
01/28/05 0.1 0.22 ---
04/27/05 0.1 0.25 ---
07/21/05 0.1 0.25 ---
10/21/05 0.1 0.58 ---
01/19/06 0.1 ND ---
01/23/07 0.1 0.47 ---
07/25/07 --- 0.92 ND
01/08/08 --- 1.10 ND
07/24/08 --- 0.69 ND
01/07/09 --- 1.00 ND
07/09/09 --- 0.33 ND
01/20/10 --- 0.32 ND
07/27/10 --- 1.00 ND
01/24/11 --- 0.52 ND
07/25/11 --- 0.61 ND
01/05/12 20.0 ND D ND
07/02/12 0.02 753.0 D ND
01/30/13 0.02 350.0 ND
07/15/13 0.02 759.0 ND
01/30/14 0.22 0.97 ND
07/22/14 200 1030 ND
01/26/15 1620 D ---
07/28/15 0 4270 D ND
01/28/16 222 2540 D ND
07/28/16 222 5930 D ND
Foothills Regional Landfill
Permit No. 14-03 Page 16 of 19 Joyce Engineering
APPENDIX F
Historical Leachate Constituents/Analytes
Analyte
Sample
Collection Date SWSL Leachate Blanks
Field Parameters
pH 12/06/99 --- 6.86 ---
(S.U.) 07/21/00 --- 6.89 ---
04/01/04 --- 6.92 ---
07/16/04 --- 7.53 ---
10/18/04 --- 7.26 ---
01/28/05 --- 7.13 ---
04/27/05 --- 7.37 ---
07/21/05 --- 7.50 ---
10/21/05 --- 7.50 ---
01/19/06 --- 6.20 ---
03/14/06 --- 9.93 ---
01/23/07 --- 7.27 ---
07/24/07 --- 7.99 ---
01/08/08 --- 7.65 ---
07/24/08 --- 7.90 ---
01/07/09 --- 6.89 ---
07/09/09 --- 7.26 ---
01/20/10 --- 6.83 ---
07/27/10 --- 7.70 ---
01/24/11 --- 6.77 ---
07/25/11 --- 7.22 ---
01/05/12 --- 7.31 ---
07/02/12 --- 7.72 ---
01/30/13 --- 7.50 ---
07/15/13 --- 7.24 ---
01/30/14 --- 5.08 ---
07/22/14 --- 7.33 ---
01/26/15 --- 7.15 ---
07/28/15 --- 7.81 ---
01/28/16 --- 7.28 ---
07/28/16 --- 7.53 ---
Conductivity 12/06/99 --- 1000 ---
(µS/cm) 07/21/00 --- 1138 ---
04/01/04 --- 2499 ---
07/16/04 --- 2598 ---
10/18/04 --- 2414 ---
01/28/05 --- 1650 ---
04/27/05 --- 1904 ---
07/21/05 --- 7720 ---
10/21/05 --- 5930 ---
01/19/06 --- 4020 ---
03/14/06 --- 6190 ---
01/23/07 --- 6270 ---
07/25/07 --- 8003 ---
01/08/08 --- 7650 ---
07/24/08 --- 7890 ---
01/07/09 --- 3866 ---
07/09/09 --- 4517 ---
01/20/10 --- 5228 ---
07/27/10 --- 9276 ---
01/24/11 --- 5290 ---
07/25/11 --- 8197 ---
01/05/12 --- 6424 ---
07/02/12 --- 12115 ---
01/30/13 --- 7607 ---
07/15/13 --- 6531 ---
01/30/14 --- 454 ---
07/22/14 --- 10027 ---
01/26/15 --- 283.1 ---
07/28/15 --- 13207.0 ---
01/28/16 --- 6019 ---
07/28/16 --- >3999 ---
Foothills Regional Landfill
Permit No. 14-03 Page 17 of 19 Joyce Engineering
APPENDIX F
Historical Leachate Constituents/Analytes
Analyte
Sample
Collection Date SWSL Leachate Blanks
Temperature 07/21/00 --- 29.3 ---
(°C) 04/01/04 --- 13.2 ---
07/16/04 --- 28.7 ---
10/18/04 --- 20.1 ---
01/28/05 --- 6.2 ---
04/27/05 --- 17.3 ---
10/21/05 --- 26.4 ---
01/19/06 --- 12.1 ---
03/14/06 --- 18.9 ---
01/23/07 --- 9.4 ---
07/25/07 --- 24.28 ---
01/08/08 --- 8.74 ---
07/24/08 --- 24.17 ---
01/07/09 --- 9.69 ---
07/09/09 --- 25.32 ---
01/20/10 --- 6.59 ---
07/27/10 --- 26.89 ---
01/24/11 --- 5.20 ---
07/25/11 --- 25.15 ---
01/05/12 --- 13.09 ---
07/02/12 --- 32.0 ---
01/30/13 --- 16.0 ---
07/15/13 --- 33.5 ---
01/30/14 --- 8.0 ---
07/22/14 --- 28.6 ---
01/26/15 --- 9.4 ---
07/28/15 --- 31.8 ---
01/28/16 --- 7.50 ---
07/28/16 --- 44.50 ---
Turbidity 01/05/12 --- 1000 ---
(NTU) 07/02/12 --- 421 ---
01/30/13 --- 1000 ---
07/15/13 --- 1000 ---
01/30/14 --- 1000 ---
07/22/14 --- 80.5 ---
01/26/15 --- 80.5 ---
07/28/15 --- 80.5 ---
01/28/16 --- >1000 ---
07/28/16 --- >1000 ---
Foothills Regional Landfill
Permit No. 14-03 Page 18 of 19 Joyce Engineering
APPENDIX F
Historical Leachate Constituents/Analytes
Analyte
Sample
Collection Date SWSL Leachate Blanks
Oxidation Reduction Potential 01/05/12 --- -49.9 ---
(mV) 07/02/12 --- 24.2 ---
01/30/13 --- -154.4 ---
07/15/13 --- -186.5 ---
01/30/14 --- 6.7 ---
07/22/14 ----5.5 ---
01/26/15 --- -15.1 ---
07/28/15 --- 7.1 ---
01/28/16 --- 101.50 ---
07/28/16 --- -81.50 ---
Dissolved Oxygen 01/26/15 --- 4.26 ---
07/28/15 --- 2.23 ---
01/28/16 --- 4.04 ---
07/28/16 --- 3.49 ---
Notes:
DL = Method Detection Limit.
RL = Reporting Limit = PQL prior to 2007 and SWSL starting January 2007.
PQL = Practical Quantitation Limit.
SWSL = NC-DENR Solid Waste Section Limit.
ND = Not detected above the DL.
J = Estimated concentration below the RL.
B = Blank qualified data.
--- = No data.
All inorganic and organic compounds are reported in µg/L
Prior to 2012 all "Other Parameters" were reported in mg/L beginning with the 1/5/12 event they are reported in µg/L
mg/L = milligrams per liter
µg/L = micrograms per liter
S.U. = Standard Units.
NTU = Nephelometric Turbidity Units.
µS/cm= microsiemens per centimeter.
mV = Millivolts.
Bold = Concentrations above the NC 2L or Groundwater Protection standards (GWPS) have been bolded.
Blanks = field, trip and/or method blanks.
All data prior to 2012 taken from previous reports by Golder Associates NC, Inc.
R = Anomalous data.
*8260B analysis diluted by a factor of 10x for the July 2011 event.
*6020A analysis for Antimony and Thallium diluted by a factor of 10x for the July 2011 event.
*Acetone & MEK DF 50x; C.O.D. DF 10x for the January 2012 event.
Phosphorous, total DF 1.11x for Jan. & July 2012 events.
Foothills Regional Landfill
Permit No. 14-03 Page 19 of 19 Joyce Engineering