WQ0004797_Monitoring (Report)_20160629

ALTAMONT ENVIRONMENTAL, INC. WX
23.1 HAYWOOD STREET, ASHEVILLE; NC 28801 I
TEL.[phone] FAC.828.281.3.351 JUL,w/
WWW.ALTAM ONTENVIRONMENTAL.COM U/� L1 ` 201
June 29, 2016
Blake Kehoe
Director of Engineering
Lassonde Pappas and Company, Inc.
125 Industrial Park Road
Hendersonville, North Carolina 28792
Subject: May 2016 Groundwater Sampling Event
Clement Pappas & Co., Inc. (Clement Pappas)
125 Industrial Park Road
Hendersonville, North Carolina
Dear Blake Kehoe:
Water Quality Regional Operations
Asheville rieciona! Office
EEl\BED
JUL 0 1 2016
DWR SECTION
INFORMATION PROCESSING UNIT
Altamont Environmental, Inc. (Altamont) performed a groundwater sampling event at the subject facility
(the Site) on May 4, 2016. A Site location map is included as Figure 1. Altamont performed the groundwater
sampling event in accordance with the North Carolina Department of Environmental Quality (DEQ)
wastewater- irrigation system permit number WQ0004797 (reissued September 3, 2015). Altamont collected -
groundwater samples from six monitoring wells: MW-4, MW-5, MW-6, MW-713; MW-8, and MW-9. Monitoring
well MW-9 was installed on April 14, 2015 to replace the previously damaged, monitoring well MW-2R. The
locations of the monitoring wells are shown on Figure 2 (attached). Altamont submitted the groundwater
samples to Pace Analytical Services, Inc. (Pace), a .North Carolina -certified laboratory, for analysis of the
parameters specified in the permit.
Table:1 summarizes the current and historical laboratory analytical results for microbiology and wet
chemistry. All parameters analyzed, except for total organic carbon .(TOC) and nitrate, were below the permit
limits and the Title 15A, North Carolina Administrative Code (NCAC), Subchapter 2L.0202 standard
(21- standard).
TOC detections are summarized as follows:
The permit limit for TOC is 10 milligrams per liter (mg/L)
• As with previous sampling events, the TOC concentration in the sample collected from MW-8
exceeded the permit limit. TOC also exceeded the permit limit in samples collected from MW-7R and
MW-9 (see Tabled).
• TOC concentrations in samples MW-4, MW-5, and MW-6 collected during this event (May 2016) were
below the permit limit (see Table 1).
Nitrate detections are summarized as follows:
• The permit. limit for nitrate is 10 mg/L.
• Nitrate concentrations exceeded the permit limit in samples. collected from MW-7R and MW-8 during
this event (see Table 1).
• . Nitrate concentrations in samples MW-4, MW-5, MW-6, and MW-9 collected during this event were
below the permit limit (see Table 1).
P:\Clement Pappas\Reports\2016 2081.01\May\Cover Letter —May 2016.Doc

Blake Kehoe
June 29, 2016
Page 2 of 4
Upon notification of the nitrate exceeda.nces. in MW-7R and MW-8, Clement Pappas requested that Altamont'
re -sample these monitoring wells for nitrate. In order to further investigate the potential source of nitrate,
Clement Pappas also requested that Altamont collect surface -water samples (samples titled "Upstream" and
"Downstream") from Mud Creek, which is located along the southern edge of the property boundary and .
flows parallel to the property line in an east -to -west -direction. The Upstream sample represents
surface -water quality upstream of the irrigation system, and the Downstream sample represents
surface -water quality downstream of the irrigation system. Surface -water sample locations are indicated on
Figure 2.
Altamont mobilized to the Site on June 9, 2016 to collect samples for nitrate analysis at MW-713 and MW-8,
as well as from the Upstream and Downstream surface sampling locations. Two samples were collected at
each location and submitted to separate analytical laboratories as a quality control measure. One set of
samples was sent to Pace foranalysis, and a second set of samples was sent to Prism Laboratories, Inc.
(Prism).
The Pace re -sample results are summarized as follows:
• Nitrate exceeded the permit limit in samples collected from MW-713 and MW-8 at similar
concentrations as the first round of sampling (see Table 1).
The Upstream and Downstream surface -water samples had nitrate concentrations of 0.85 mg/L and
0.86 mg/L, respectively.
The Prism re -sample results are summarized as follows:
• Nitrate exceeded the permit limit in samples collected from MW-713 and MW-8 at similar
concentrations as the first round of sampling (see Table 1). The Prism analytical results were
consistent with the results reported by Pace for the re -sample event.
• The Upstream and Downstream surface -water samples analyzed by Prism had nitrate concentrations
of 0.74 mg/L and 0.78 mg/L, respectively.
Following the receipt of the analytical results from the June 9, 2016 nitrate sampling event, Altamont began
reviewing and analyzing data provided by Clement Pappas that included analytical data for wastewater
effluent, temporal spray irrigation records, and other pertinent data: Upon review of this data, the following
conclusions were made:
• Clement Pappas analyzes wastewater effluent for three types of nitrogen -containing parameters,
including Total Kjehldahl Nitrogen (TKN), ammonia, and nitrate/nitrite. Of these parameters, TKN is
consistently measured in significant concentrations, with ammonia and nitrate/nitrite generally
measured at substantially lower concentrations.
• Monthly TKN concentrations measured in wastewater effluent were relatively consistent from June
2014 through May 2016 with.no discernable outliers.
Based on this review and analysis of effluent and irrigation data; Clement Pappas calculated a rolling
12-month TKN-application rate for its 13 permitted spray irrigation zones. This rolling 12-month application
rate began in June 2015,and ended in May 2016. Rolling 12-month TKN application rates are as.follows: .
• Zone 1-294_pounds
Zone 2-115 pounds
• . Zone 3=278 pounds
• Zone 4=380 pounds
P:\Clement Pappas\Reports\2016 2081.01\May\Cover Letter_May 2016.Doc

Blake Kehoe
June 29, 2016
Page 3 of 4
• Zone 5A-393 pounds
• Zone 513-156 pounds
• Zone 6-681 pounds
• Zone 7A-540 pounds
• Zone 713-199 pounds
Zone 8-896 pounds
• Zone 9-1,070 pounds
• Zone 10-348 pounds
• Zone 11-379 pounds
If an assumption was made that TKN was influencing nitrate concentrations in groundwater, these
application rates would suggest that the top four highest nitrate concentrations would be -measured in
monitoring wells MW-7R, MW-9,, MW-4, and MW-8, respectively. This expectation would be based on the
spray irrigation zones upgradient of these monitoring wells having received 12-month rolling TKN application
rates of approximately 2,122 pounds (Zones 5B, 8, and 9), 1,074 pounds (Zones 5A and 6), 1,067 pounds
(Zones 1, 2, 3, and 4), and 727 pounds (Zones 10 and 11), respectively. Instead, the following is the case:
• MW-8—highest nitrate concentration of 26.3 mg/L (727 pounds TKN applied upgradient)
• MW-713—second highest nitrate concentration of 11.2 mg/L (2,122 pounds TKN applied upgradient)
• MW-9—nitrate concentration less than 1 mg/L (1,074 pounds TKN applied upgradient)
• MW-4^nitrate below reporting limit of 0.020 mg/L (1,067 pounds TKN applied upgradient)
Therefore, it would appear that the TKN concentrations in the wastewater effluent that is applied to the
spray irrigation zones are not the source of the nitrate exceedances in monitoring wells MW-7R and MW-8.
Table 2 summarizes current and historical groundwater elevations. With the exception of monitoring well
MW-9, all monitoring well concrete pads and top -of -well casing elevations were surveyed by Wes Cole Land
Surveying, PA on November 21, 2012. Monitoring well MW-9 was surveyed by Wes Cole Land Surveying, PA
on May 29, 2015. The -surveyed elevations are indicated on Table 2 and Figure 2.
In accordance with the spray irrigation permit, Clement Pappas is required to submit the following by
June 30, 2016 (on or before the last working day of the month following the sampling month) to the DEQ:
Laboratory analytical reports and chain -of -custody forms (Attachment A)
• The well sampling logs and equipment documentation and instrument calibration data sheet
(Attachment B)
• DEQ GW-59A.—Compliance Report Form (Attachment C)
• DEQ GW-59—Groundwater Quality.Monitoring Compliance Report Form for each monitoring well
(Attachment D)
Based on Altamont's review of available data from wastewater effluent and TKN application rates to the
spray irrigation zones, it would not appear that the nitrate exceedances in monitoring wells MW-7R and
MW-8 can be attributed to the spray irrigation system.
-Altamont proposes to complete the next scheduled groundwater sampling event in November 2016..
P:\Clement Pappas\Reports\2016 2081.01\May\Cover Letter —May 2016.Doc

Blake Kehoe
June 29, 2016
Page 4of4
If you have any questions or would like additional information, please do not hesitate to contact the
undersigned at 828.281.3350.
Sincerely,
ALTAMONT ENVIRONMENTAL, INC.
A-0-- I
Brian Gant
Attachments:
Figure 1—Site Location Map
Figure 2 SitePlan Map
Table 1—Current and Historical Groundwater Analytical Results for Microbiology and Wet Chemistry
Table 2—Current and Historical Groundwater Elevation Measurements
Attachment A: Laboratory.Analytical Reports and Chain -of -Custody Forms
Attachment B: Well Sampling Logs and Equipment Documentation and Instrument Calibration Data Sheet
Attachment C: DEQ GW-59A—Compliance Report Form
Attachment D: DEQ GW-59=Groundwater Quality Monitoring: Compliance Report Forms
R\Clement Pappas\Reports\2016 2081.01\May\6over Letter_May 2016.Doc

FIGURES

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® Site Locationserkelpy
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DATA SOURCE:^ if - �` i v % . ` /,� i•` / %` ��`-ti
BASEMAP - USGS 1:24,000 ToPo MAPS, v YL�! o f�
HENDERSONVILLE AND FRUITLAND QUADRANGLES
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PARCELS - HEN
DERSON COUNTY GIS, 2015 �,�� ��(O "�__ 11`,,� _�{� �I••r5thl�ool .�1 7;1�.,^�_ .�,� '''
SITE LOCATION MAP FIGURE
I E NGINCERING & H Y O R O G E O L O G Y
231 NAY WOOD STREET. ASHEVILLE. NC 28801
TEL.[phone] F—.828.281.3351
"'"""•"LT""°"T "E"T"'-• CLEMENT PAPPAS
DRAWN BY: ALEX LESUEUR 125 INDUSTRIAL PARK ROAD
SCALE HENDERSONVILLE, NORTH CAROLINA
PROJECT MANAGER: BRIAN GANT 0 1,000 2,000
CLIENT: CLEMENT PAPPAS
DATE: 05/23/2016 FEET PACLEMENT PAPPAS\FIGURES\GIS\FIGURE I - SITE LOCATION MAP.MXD

lit
COMPLIANCE '
BOUNDARY y° s
Field #5
PZ-2 _
1(2060. 64) Field #47-4
'
DOWNSTREAM
060.8
2062.86
PROPERTY ,
BOUNDARY
' 'mot
, �
12 . i.T R FE f
R• r ,
LEGEND . %✓' - t V
® MONITORING WELL
i.. IN USE �«
OLD OR FORMER
ter. MONITORING WELL
® PIEZOMETER
SURFACE WATER
® SAMPLE LOCATION
L � .�^, j� Y �af. ,, Y h=- i •�t�n. i•�(lf �.d.Es. T:�r_ 1 �.-�h / \�S' . �(
SOURCE:
1. AGRI-WASTE TECHNOLOGY, INC. (AWT) MAY4,2001IRRIGATIONPLAN.
2. EARTH SYSTEMS ASSOCIATES, LTD. FIGURE 3 LAND TREATMENT SYSTEMS, UNDATED.
3. HENDERSON COUNTY GIS WEBSITE ACCESSED JANUARY 30, 2006.
4. AERIAL PHOTOGRAPHY DATED 2015 OBTAINED BY NC ONE MAP.
NOTES:
1. PROPERTY BOUNDARY LINES (PINK LINES) AND 2' CONTOUR LINES FROM HENDERSON COUNTY GIS.
2. IRRIGATION FIELDS FROM AWT IRRIGATION PLAN (BLUE LINES).
3. COMPLIANCE BOUNDARY DETERMINED PER 15A NCAC 02L .0107 (YELLOW LINES).
4. MONITORING WELL TOP OF CASING ELEVATIONS SURVEYED BY WES COLE LAND SURVEYING ON
NOVEMBER 21, 2012.
5. MONITORING WELL TOP OF CASING ELEVATION FOR MW-9 SURVEYED BY WES COLE ON MAY 29, 2015. REV. DATE DESCRIPTION BY

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TABLES

Table 1
Current and Historical Groundwater Analytical Results
for Microbiology and Wet Chemistry
Clement Pappas
Hendersonville, North Carolina
Sample Name
Sample Date
C
O
a
U
C9
O
F
y
v_
0
E
O
U
LL
m
y
z
m
w
U)
N
•o
Cn
N
N
0
5
F
(a
c
E-
a
N
`o
O
L
a
(mm/dd/yyyy)
(mg/L)
.'(mg/L)
(CFU. per 100 mL)
(mg/L)
(mg/L)
(mg/L)
(mg/L)
(mg/L)
05/24/2006
7.2
9.7 .
< 1.1
2
19
82
< 0.10
NA
11/09/2006
3.6
7.4
< 1.1
0.95
17
'76
0.11
NA
05/18/2007
4.9
6.0
< 1.0
0.56
14
62
< 0.10
NA
11/13/2007
5.9
16.7
<1.1
2.9
6.9
82.0
< 0.10
NA
05/27/2008
10.2
9.0
<1.1
0.80
21.3
140
< 0.10
NA
11/18/2008
4.7
10.7
<1.1
1.9
8.5
32.0
< 0.10 ,
NA
05/28/2009
.14.4
7.1
< 4.0
0.46
24.2
104
< 0.10
NA
11/05/2009
13.5
5:9
< 2.0
0.31
23.5
80.0
< 0.10
NA
MW-2R
05/13/2010
8.7
5.8
< 2.0
< 0.10
17.2
57.5
< 0.10
NA
11/08/2010
18.3
10.0
< 2.0
1.1
11.7
60.0
< 0.10
• NA
05/17/2011
11.6
< 5.0
< 2.0
< 0.10
14.3
< 62.5 '
< 0.10
NA
11/15/2011
18.9
10.1
< 2.0
1.2
10.0
1 86.0
< 0.10
NA
05/17/2012
5.3
7.6
< 4.0
< 0.20
11.9
68.0
< 0.10
NA
11/07/2012
31.1
9.5
< 1.0
1.3
10.0
67.0
< 0.10
NA
05/16/2013
13.5
1 1.2
< 1.0
< 0.02
13.2
64.0
1 < 0.10
NA
11/20/2013
6.1
' 7.6
< 1.0
0.97
9.3
66.0.
< 0.10
NA-
05/22/2014
8.0
4.1
< 1.0
0.72
8.4
52.0
< 0.10
NA
05/15/2002
8.9
45
< 1.1
< 0.10'
9.3
180
< 0.10
NA
11/05/2002
5.5
.. 48
< 1.1
< 0.1
14
230
< 0.10
NA
05/13/2003
3.3
32
< 1.1
0.051
20
110
0.21
NA
11/04/2003
41
31
< 1.1
< 5.0
66
210
< 0.10
NA
05/Q5/2004
6
29
< 1.1
< 5.0
45
240
0.11 .
NA
11/09/2004
8.4
13
3.6
< 0.10
52
200
< 0.10
NA
05/17/2005
8.5
-10
< 1.1
< 0.10
37
220
< 0.10
NA
11/03/2005
16
14
< 1.1
< 0.10
29
220
0.14
NA
05/24/2006 _
19
11
< 1.1
< 0.10
- 28
180
< 0.10
NA
11/09/2006
8.8
6.9
< 1.1
<0.10 1
26
.180
< 0.10
NA
05/18/2007
8.5
8.9
< 1.0
< 0.10
29
300
< 0.10
NA
11/13/2007
16.7
11.3
< 1.1
< 0.10
25.0
152
< 0.10
NA
05/27/2008
< 1.0
10.0 .
< 1.1
< 0.10
38.6
176
< 0.10
NA
11/18/2008
20.5
9.3
< 1.1
< 0.10
19.6
108
< 0.10
NA
MW-4
05/28/2009
8.6
13.6
< 4.0
< 0.10
35.5
156
< 0.10
NA
11/05/2009
31.0
13.6
< 2.0
< 0.10
30.7
120
< 0.10
NA
05/13/2010
7.8.
18.0
< 2.0
0.17
31.0
141
< 0.10
NA
11/08/2010
23.9
17.5
< 2.0
< 0.10
34.4
144
< 0.10
NA
05/17/2011
7.7
13.5
< 2.0
0.82
25.6
137
< 0.10
NA
11/15/2011
7.3
14.4
< 2.0
< 0.20
27.8
.157
< 0.10
NA
05/17/2012
6.7
12.1.
2.0
< 0.20
22.3
117
< 0.10
NA
11/07/2012
10.6
14.5
2.0
< 0.0201
26.2
150.
< 0.10
NA
05/16/2013
31.8
10.2
2.0
0.28
19.1
108
< 0.10
NA
11/20/2013
8.0
14.7
< 1.0
0.026
22.1
157
< 0.10
NA
05/22/2014
8.7 1
.10.8
< 2.0
0.14
22.5
146
< 0.10
NA
11/18/2014
28.7
12.1
< 2.0
< 0.020
21.9
161
< 0.10
NA
05/13/2015
5.4
9.2
< 1.0
<0.020
21.5
130_
< 0.10
NA
11/04/2015
6.6
6.2
<2.0
< 0.020
NA
139
< 0.10
0.10
05/04/2016
5.5
8.4
< 4.0 1
< 0.0201
NA 1
119
<0.10
0.095
Standards
10
25L_L
1
10
250 1
500
1.5
NL
P:\Clement Pappas\Reports\2016 2081.01\May\Tables\May 2016 Historic Analytical Results
Page 1 of 5

Table 1
Current and Historical Groundwater Analytical Results
for Microbiology and Wet Chemistry
Clement Pappas
Hendersonville, North Carolina
Sample Name
Sample Date
o
�.
m
O
12
:o
w
.o
O
�
z
r'n
o
y
F
E
2
a.
r
(mm/dd/yyyy)
(mg/L)
(mg/L)
(CFU per 100 nnL)
(mg/L)
(mg/L)
(mg/L)
(mg/L)
(mg/L)
05/15/2002
2.9
15
< 1.1
0.42
1.7
< 40
< 0.10
NA
11/05/2002
1.4
16
< 1.1
0.54
< 1.0
83
1.3
NA
05/13/2003
4.6
17
< 1.1
0.65
2
56
0.25
NA
11/04/2003
19
22
< 1.1
0.23
< 5.0
58
<0.10
NA
05/05/2004
0.7
28
< 1.1
0.57
< 5.0
80
0.15
NA
11/09/2004
1.2
34
< 1.1
0.24
< 5.0
130
< 0.10
NA
05/17/2005
2.1
35
< 1.1,
< 0.10
< 5.0
110
< 0.10
NA
11/03/2005
8.1
34
< 1.1 '
0.11
< 5.0
82
< 0.10'
NA
05/24/2006
7.8
34
< 1.1
< 0.10
< 5.0
120
< 2.5
NA
11/09/2006
1.3
37
< 1.1
0.20
< 5.0
90
< 0.1
NA
05/18/2007
1.7
42
< 1.0
0.16
< 5.0
130
< 0.10
NA
11/13/2007
4.2
41.3
< 1.1
0.25
< 5.0
112
< 0.10
NA
05/27/2008
6.7
14.3
< 1.1
0.21
< 5.0
168
1 0.17,
NA
11/18/2008
25.9
47.6
< 1.1
< 5.0
80.0
< 0.10
NA
MW-5
05/28/2009
16.1
29.0
4.0
< 5.0
188.
< 0.10
NA
11/05/2009
4.7
39.1
2.0
< 5.0
112
<0.10
NA
05/13/2010
3.2
43.0
23
dO.17
< 5.0
147
< 0.10
NA
11/08/2010
13.8
43.7
200
< 5.0
113
< 0.10
NA
05/17/2011
4.0
32.3
< 4.0
< 5.0
< 167
< 0.10
NA11/15/2011
3.0
52.6
120
.0
< 5.0
165
< 0.10
NA
05/17/2012
4.7
36.6
< 2.0
< 0.20
< 5.0
110
< 0.10
NA
11/07/2012
4.1,
61.1
< 10.0,
0.12
< 2.0
139
< 0.10
NA
05/16/2013
4.0
44.2 -
1.0
0.093
2.3
152
< 0.10
NA
11/20/2013
4.2
64.6
1.0
0.19
< 2.0
162
< 0.10
NA
05/22/2014'
5.8
6.6
< 10.0
0.099
< 2.0
110
< 0.10
NA
11/18/2014
16.0
57.7
6.0
0.28
< 2.0
160
".< 0.10
NA
05/13/2015
21.0
68.4
< 2.0
0.11
< 2.0
176
< 0.10
NA
11/04/2015
7.3
20.3
7.0
< 0.020
NA
68.0
< 0.10
0.21
05/04/2016
8.6
41.5
< 10.0
0.042
NA
90.0
<0.10
0.12
Standards
10
250
1
10
250 1
500
1.5
NL
P:\Clement Pappas\Reports\2016 2081.01\May\Tables\May 2016_Historic Analytical Results Page 2 of 5

Table 1
Current.and Historical Groundwater Analytical Results
for Microbiology and Wet Chemistry
Clement Pappas
Hendersonville, North Carolina
Sample Name
Sample Date
U
-2
U
U
O
0i
'off03
� U�
z
W
(n
o
y
:
F
'CO
E
<
2
0
L
L
F
(mm/dd/yyyy)
(mg/L)
(mg/L)
(CFU per 100 mL)
(mg/L)
(mg/L)
(mg/L)
(mg/L)
(mg/L)
05/15/2002
6.8
9.9
5.1
< 0.10
11
< 40
< 0.10
NA
11/05/2002
3.9
4.6
< 1.1
0.49
9.8
51
2.5
NA
05/13/2003
4.4
7.3
> 23.0
0.075
14
52
0.14
NA
11/04/2003
26
6.8
9.2
< 0.050
12
<' 20
< 0.10
NA
05/05/2004
1.8
6.7
1.1
< 0.10
11
58
0.13
NA
11/09/2004
3.5
11
9.2
< 0.10
9.3
88
< 0.10
NA
05/17/2005
2.4
7.4
< 1.1
< 0.10
8.7
50
< 0.10
NA
11/03/2005
6.3
9.6
< 1.1
< 0.10
9.6
66
0.17
NA
05/24/2006
7.4
10
< 1.1
< 0.10
9
54
< 0.10
NA
11/09/2006
1.4
11
< 1.1
0.20
11
54
0.18
NA
05/18/2007
3.9
9.4
< 1.0
< 0.10
9.1
58
0.12
NA
11/13/2007
5.7
10.7
3.6
0.24
5.8
114
1 0.24
NA
05/27/2008
10.9
5.4
< 1.1
< 0.10
15.3
92.0
< 0.10
NA
11/18/2008
7.4
7.6
> 23
< 0.10
< 5.0
36.0
< 0.10
NA
MW-6
05/28/2009
6.4
6.2
276
0.39
8.8
104
<0.10
NA
11/05/2009
6.4
< 5.0
30
0.10
9.3
52.0
< 0.10
NA
05/13/2010
4.3
5.8
< 2.0
< 0.10
8.1
44.0
< 0.10
NA
11/08/2010
16.5
5.0
7.0
1.5
9.3
48.0
< 0.10
NA
05/17/2011
6.2
9.4
< 2.0
< 0.10
1 6.8.
60.0 1
< 0.10
NA .
11/15/2011
4.6
5.2
5.0
< 0.20
7.5
82.0
< 0.10
NA.
05/17/2012
21.6
8.1
28.0
< 0.20
8.8
52.0
< 0.10
NA
11/07/2012
6.4
6.8
3.1
< 0.020
7.5
46.0
< 0.10
NA
05/16/2013
7.5
5.4
12A
0.048
9.4
62.0
< 0.10
NA
11/20/2013
4.4
7.3
< 1.0
< 0.020
8.6
56.0
< 0.10
NA
05/22/2014
4.6
4.5
1.0
< 0.020
10.1 1
32.0
< 0.10
NA
11/18/2014
16.3
'6.9
13.0 1
0.078
9.8
49.0
< 0.10
NA
05/13/2015
2.1
6.2
< 1.0
< 0.020
10.1
46.0
< 0.10
NA
11/04/2015
2.2
9.5
136
2.9
NA
58.0
< 0.10
0.12
05/04/2016
2.1
9.4
< 2.0
0.41
NA
58.0
<0.10
0.079
Standards
10
250
1
10
250
500
1.5 1
NL
P:\Clement Pappas\Reports\2016 2081.01\May\Tables\May 2016_Historic Analytical Results Page 3 of 5

Table 1
Current and Historical Groundwater Analytical Results
for Microbiology and Wet Chemistry
Clement Pappas
Hendersonville, North Carolina
Sample Name
'Sample Date
O
�
a
O
m
F
d
O'
E
,L
Y
m
z
d
O
;
N
0
I--E
to
o-.
E
N
�.
`o
L
t
n.
o
(mm/dd/yyyy)
(mg/L)
(mg/L)
(CFU per 100 mL)
(mg/L)
(mg/L)
(mg/L)
(mg/L)
(mg/L)
05/15/2002
20
' 6.5
< 1.1
5.2
26
< 40
< 0.10
NA
11/05/2002
16
3.3
< 1.1
1.3
1.1
68
1.4
NA
05/13/2003
9.7
3:6
2.2
1.8
9.3
44
0.72
NA
11/04/2003
19
6.1
< 1.1
0.72
< 5.0
< 2.0
< 0.10
NA
05/05/2004
3.0
7.0
< 1.1
1.3
< 5.0
52
< 0.10
NA
11/09/2004
2.2
5.1
5.1
1.9
< 5.0
62
< 0.10
NA
05/17/2005
3.2
6.1
< 1.1
1.2 '
< 5.0
40
< 0.10
NA
11/03/2005
7.7
6.1 "
< 1.1
0.99
< 5.0
58
0.10
NA
05/24/2006
8.4
5.5
< 1.1
1.5
< 5.0
48
<0.10
NA
11/09/2006
1.9
7.0
< 1.1
1.1
6.7
38
< 0.10
NA
MW-7
05/18/2007
3.6
8.6
< 1.0
2.2
5.9
70
< 0.10
NA
11/13/2007
..4.2
6.8
< 1.1
1.7.
< 5.0
42.0
< 0.10
NA
05/27/2008
7.6
11.5-
< 1.1.
2.2
6.9
88.0
< 0.10
NA
11/18/2008
7.5
.7.7
< 1.1
1.7
< 5.0
30.0
< 0.10
NA
05/28/2009
23.4
9.8
< 4.0
2.3
< 5.0
336
< 0.10
NA
11/05/2009
5.3
10.7
2.0
2.3
11.2
70.0
< 0.10
NA
05/13/2010
4.6
11.0
< 2.0
2.5
< 5.0
. 71.0
< 0.10
NA
11/08/2010
15.4
8.9
< 2.0
2.3 .
< 5.0
60.0
< 0.10
NA
05/17/2011
6.0 "
11.6
< 2.0
5.3
7.6 -
103-
< 0.10
NA
11/15/2011
2.2
9.9
< 2.0
3.5
< 5.0
89.0
< 0.10
NA
05/17/2012
4.4
10.9
< 2.0
3.8
< 5.0
67.0
< 0.10
NA
11/07/2012
11.6
13.1
< 100
4.0
14.9
108.0
< 0.10
NA
05/16/2013
12.8
17.1
< 1.0
10.5 :
28.3
252.
< 0.10'
NA
11/20/2013
9.4
14.0
< 1.0
5.5
3.5
< 250
< 0.10
NA
05/22/2014
8.9
13.1
< 10,000
5.7
4.0
93.0
< 0.10
NA
MW-7R
11/18/2014
19.1
16.0
< 20.0
7.1 1
4.4 -
93.0
< 0.10
NA
05/13/2015
8.5
17.0 -
< 2.0
9.3
3.7
125
< 0.10
NA
11/04/2015
9.9
18.0
< 2.0
8.3
NA
129
< 0.10
0.35
05/04/2016
13.5
27.7.
< 10.0
11.2
NA
130
<0.10
0.78
06/09/2016 - Pace
NA
NA
NA
io.9
NA
NA
NA
NA
06/09/2016 - Prism
_ NA "
NA
NA
10.0
NA
NA
NA
NA'
Standards
10
250
1
10
250
500
1:5
NL
Page 4 of 5 .

Table 1
Current and Historical Groundwater Analytical Results
for Microbiology and Wet Chemistry
Clement Pappas
Hendersonville, North Carolina
Sample Name
Sample Date
CO
U
C
O
g
O
U
O
V
a41
Z
N
'O
.O
O'
N
o
Co
¢
N
O
y
O
t
o
mm dd
m L
m L
CFU per 100 mL
m L
m L
m L
m L
m L
05/15/2002
6.8
8.7
< 1.1
< 0.10
9.1
64
< 0.10
NA
11/05/2002
4.8
9.8
< 1.1
0.16
7
-100
0.57
NA
05/13/2003
5.5
3.3
2.2
1.4
9.4
64
0.41
NA _
11/04/2003
27
8.1
6.9
< 0.050
13
54
< 0.10
NA
05/05/2004
3.0
7.4
< 1.1
0.24
9.8
140
< 0.10
NA
11/09/2004
3.7
6.7
> 23
. 0.79
-6.8
120
< 0.10
NA
05/17/2005
3.8
8.3
< 1.1
0.61
6.4
88
< 0.10
NA
11/03/2005
7.1
11
< 1.1
0.95
8.4
100
< 0.10
NA
05/24/2006
15
10
< 1.1
0.39
8.1
130
< 0.10
NA-
11/09/2006
4.7
-12
< 1.1
0.97
7.7
96
< 0.10
NA
05/18/2007
5.0
15
< 1.0
3.0
13
290
< 0.10
NA
11/13/2007
8.3
19.6
< 1.1
0.97
26.6
154
< 0.10
NA
05/27/2008
12.4
20.0
< 1.1
0.55
35.8
184
< 0.10
NA
11/18/2008
14.4
17.2
2.2
2 0.10
1 21.5
118
< 0.10
NA
05/28/2009
6.2
24.9
240
0.74
1 24.9
192
< 0.10
NA
MW-'8
11/05/2009
10.8
15.4.
." 50
0.54
1 18A
114
< 0.10
NA
05/13/2010
10.8'
14.7
< 2.0
1.1
24.1
106
< 0.10
NA
11/08/2010
23.2
24.3 .
200
< 0.10
26.3
173
< 0.10
NA
05/17/2011
10
16.9
10.0
' 12.2
16.1
232
< 0.10
NA
11/15/2011
8.0
26.6
< 2.0
3.7
20.2
232
< 0.10
NA
05/17/2012
14.4
24.8
12.0
8.0
22.9
356
<0.10
NA
11/07/2012
24.8
26.3
< 100
1.9
28.3
324
< 0.10
NA
05/16/2013
15.8
8.8
10.9
6.8
13.4
248
< 0.10
NA
11/20/2013
21.0
15.4
< 1.0
1.3
24.3
342
< 0.10
NA
05/22/2014
17.6
14.5
< 10.0
0.61 1
17.8
352
< 0.10
NA
11/18/2014
54.0
16.4
< 4.0
1.1
13.2
421
< 0.10
NA
05/13/2015
19.7
18.3
< 2.0
9.7
12.2
454 1
< 0.10
NA
11/04/2015
15.0
21.6
4.0
3.0
NA
396
< 0.10
0.82
05/04/2016
15.0
24.5
< 10.0
19.1
NA
398
< 0.10
0.62
6/9/2016 - Pace
NA
NA
NA
26.3
NA
NA
NA
NA
06/09/2016 -'Prism
NA'
NA
NA
26.0
NA
NA'
NA
NA
05/13/2015
-2.2
12.4
< 2.0
1.0
5.5
94.0
< 0.10
NA
MW-9
11/04/2015
3.8
.2.6
< 1.0
< 0.020
NA
58.0
< 0.10
0.45
05/04/2016
15.0
5.3
< 10.0
0.64
NA .
51.0 1
<0.10
0.095
Standards
10
250
1
10
250
500 1
1.5
NL
Notes.
mg/L milligrams per liter
CFU coliform forming units
mL milliliters
15.0 Indicates concentration equal to or above the respective standard.
<4.0 Indicates constituent concentration was not detected above the laboratory reporting limit
Standards from North Carolina Administrative Code, Title 15A, Subchapter 2LApril 1, 2013, except total organic carbon and fecal coliform.
Total organic carbon standard from Spray Irrigation Permit Number W00004797. Fecal coliform standard is 2L standard for Total
Coliform.
NL Indicates no standard limit is set
Sulfate Removed from.list of necessary analyses as of Fall 2015 and replaced by total phosphorous.
NA Not Analyzed
06=09-2016 - Pace A re -sampling event was performed on June 9, 2016 to investigate nitrate exceedances in MW-07R and MW-08. One set of samples
was analyzed by Pace Analytical Services and a second set of samples was analyzed by Prism Laboratories.
1
P:\Clement Pappas\Reports\2016 2081.01\May\Tables\May 2016_Historic Analytical Results
Page 5 of 5

Table 2
Current and Historical Groundwater Elevation Measurements
Clement Pappas
Hendersonville, North Carolina
Well Identification
Date Measured
Depth to
Groundwater.
Top of Casing
Elevation
Top of Casing
Height Above
Ground Surface
Groundwater
Elevation
(mm/dd/yyyy)
(ft-BTOC)
(feet)
(feet)
(feet)
MW-2R
05/24/2006
9.29
2063.00
3.77
2053.71
11/09/2006
6.49
2063.00
3.77
2056.51
05/18/2007
7.94
2063.00
3.77
2055.06
11/13/2007
8.46
2063.00
3.77
2054.54
05/27/2008
8.48
2063.00
3.77
2054.52
11/18/2008
8.50
2063.00
3.77
2054.50
05/28/2009
5.43
2063.00
3.77
2057.57
11/05/2009
6.72
2063.00
3.77
2056.28
05/13/2010
7.36
2063.00
3.77
2055.64
11/08/2010
9.60
2063.00
3.77
2053.40
05/17/2011
7.25
2063.00
3.77
2055.75
11/15/2011
7.86
2063.00
3.77
2055.14
05/17/2012
5.19
2063.00
3.77
2057.81
11/07/2012
7.74
2062.36
3.77
2054.62
05/16/2013
6.86
2062.36
3.77
2055.50
11/20/2013
7.92
2062.36
3.77
2054.44
05/22/2014
7.56
2062.36
3:77
2054.80
11/18/2014
8.89
2062.36
1 3.77
1 2053.47
Well abandoned, replaced by MW-9
MW-4
05/15/2002
9.32
2064.60
2.43
2055.28
11/05/2002
9.49
2064.60
2.43
2055.11
05/13/2003
8.20
2064.60
2.43
2056.40
11/04/2003
9.23
2064.60
2.43
2055.37
05/05/2004
9.35
2064.60
2.43.
2055.25
11/09/2004
8.61
2064.60
2.43
2055.99
05/17/2005
6.19
2064.60
2.43
2058.41
11/03/2005
9.57
2064.60
2.43
2055.03
05/24/2006
9.60
2064.60
2.43
2055.00
11/09/2006
8.41
2064.60
2.43
2056.19
05/18/2007
9.42
2064.60
2.43
2055.18
11/13/2007
9.89
2064.60
2.43
2054.71
05/27/2008
9.78
2064.60
2.43
2054.82
11/18/2008
9.76
2064.60
2.43
2054.84
05/28/2009
7.16
2064.60
2.43
2057.44
11/05/2009
8.53
2064.60
2.43
2056.07
05/13/2010
8.83
2064.60
2.43
2055.77
11/08/2010
9.30
2064.60
2.43
2055.30
05/17/2011
8.97
2064.60
2.43
2055.63
11/15/2011
9.48
2064.60
2.43
2055.12
05/17/2012
7.62
2064.60
2.43
2056.98
11/07/2012
9.32
2063.77
2.43
2054.45
05/16/2013
7.93
2063.77
2.43
2055.84
11/20/2013
8.87
2063.77
2.43
2054.90
05/22/2014
8.70
2063.77
2.43
2055.07
11/18/2014
8.54
2063.77
2.43 1
2055.23
05/13/2015
9.18
2063.77
2.43
2054.59
11/4/2015
6.93
2063.77
2.43 1
2056.84
05/04/2016
8.43
2063.77
2.43 1
2055.34
P:\Clement Pappas\Reports\2016 2081.01\May\Tables\Table 2 Historic GW Elev Page 1 of 5

Table 2
Current and Historical Groundwater Elevation Measurements
Clement Pappas
Hendersonville, North Carolina
Well Identification
Date Measured
Depth to
Groundwater
Top of Casing
Elevation
Top of Casing
Height Above
Ground Surface
Groundwater
Elevation
(mm/dd/yyyy)
(ft-BTOC)
(feet)
(feet)
(feet)
MW-5
05/15/2002
8.31
2086.40
3.00
2078.09
11/05/2002
10.20
2086.40
3.00
2076.20
05/13/2003
8.29
2086.40
3.00
2078.11
11/04/2003
9.92
2086.40
3.00
2076.48
05/05/2004
8.75
2086.40
3.00
2077.65
11/09/2004
8.50
2086.40
3.00
2077.90
05/17/2005
8.87
2086.40
3.00
2077.53
11/03/2005
9.70
2086.40
3.00
2076.70
05/24/2006
9.34
.2086.40
3.00
2077.06
11/09/2006
8.39
2086.40
3.00
2078.01
05/18/2007
9.16
2086.40
3.00
2077.24
11/13/2007
11.00
2086.40
3.00
2075.40
05/27/2008
9.84
2086.40
3.00
2076.56
11/18/2008
11.59
2086.40
3.00
2074.81
05/28/2009
7.95
2086.40
3.00
2078.45
11/05/2009
8.63
2086.40
3.00
2077.77
05/13/2010
8.87
2086.40
3.00
2077.53
11/08/2010
10.24
2086.40
3.00
2076.16
05/17/2011
8.99
2086.40
3.00
2077.41
11/15/2011
10.58
2086.40
3.00
2075.82
05/17/2012
8.73
2086.40
3.00
2077.67
11/07/2012
9.65
2085.60
3.00
2075.95
05/16/2013
8.14
2085.60
3.00
2077.46
11/20/2013
9.33
2085.60"
3.00
2076.27
05/22/2014
8.57
2085.60
3.00
2077.03
11/18/2014
9.04
2085.60
3.00
2076.56
05/13/2015
8.92
2085.60
3.00
2076.68
11/4/2015
8.12
2085.60
3.00
2077.48
05/04/2016
8.54
2085.60
3.00
2077.06
P:\Clement Pappas\Reports\2016 2081.01\May\Tables\Table 2 Historic GW Elev Page 2 of 5

Table 2
Current and Historical Groundwater Elevation Measurements
Clement Pappas
Hendersonville, North Carolina
Well Identification
.Date Measured
Depth to
Groundwater
Top of Casing
Elevation
Top of Casing
Height Above
Ground Surface
Groundwater
Elevation
(mm/dd/yyyy)
(ft-BTOC)
(feet)
(feet)
(feet)
MW-6
05/15/2002
&20
2061.90
3.00
2055.70
11/05/2002
6.15
2061.90
3.00
2055.75
05/13/2003
5.43
2061.90
'3.00
2056.47
11/04/2003
5.85
2061.90
3.00
2056.05
05/05/2004
6.00
2061.90
3.00
2055.90
11/09/2004
5.32
2061.90
3.00
2056.58
05/17/2005
6.10
2061.90
3.00
2055.80
11/03/2005
6.01
2061.90
3.00
2055.89
05/24/2006
6.48
2061.90
3.00
2055.42
11/09/2006
5.71
2061.90
3.00
2056.19
05/18/2007
6.50
2061.90
3.00
2055.40
11/13/2007
7.85
2061.90
3.00
2054.05
05/27/2008
7.01
2061.90
3.00
2054.89
11/18/2008
7.38
2061.90
3.00
2054.52
05/28/2009
5.63
2061.90
3.00
2056.27
11/05/2009
5.74
2061.90
3.00
2056.16
05/13/2010
5.90
2061.90
3.00
2056.00
11/08/2010
5.99
2061.90
3.00
2055.91
05/17/2011
5.85
2061.90
3.00
2056.05
11/15/2011
6.14
2061.90
3.00
2055.76
05/17/2012
5.87
2061.90
3.00
2056.03
11/07/2012
6.05
2061.17
3.00
2055.12
05/16/2013
5.84
2061.17
3.00
2055.33
11/20/2013
5.96
2061.17
3.00
2055.21
05/22/2014
5.96,
2061.17
3.00
2055.21
11/18/2014
5.82
2061.17
3.00
2055.35
05/13/2015
6.05
2061.17
3.00
2055.12
11/4/2015
5.18
2061.17
3.00
2055.99
05/04/2016
5.59 1
2061.17 1
3.00
2055.58
P:\Clement Pappas\Reports\2016 2081.01\May\Tab1es\Tab1e 2 Historic GW Elev Page 3 of 5

Table 2
Current and Historical Groundwater Elevation Measurements
Clement Pappas
Hendersonville, North Carolina
Well Identification
Date Measured
Depth to
Groundwater.
Top of Casing
Elevation
Top of Casing
Height Above
Ground Surface
Groundwater
Elevation
(mm/dd/yyyy)
(ft-BTOC)
(feet)'
(feet)
(feet)
MW-7
05/15/2002
10.90
2062.70
3.00
2051.80
11/05/2002
11.35
2062.70
3.00
2051.35
05/13/2003
8.87
2062.70
3.00
2053.83
11/04/2003
10.78
2062.70
3.00
2051.92
05/05/2004
10.80
2062.70
3.00
2051.90
11/09/2004
9.70
2062.70
3.00
2053.00
05/17/2005
10.60
2062.70
3.00
2052.10
11/03/2005
11.09
2062.70
3.00
2051.61
05/24/2006
11.27
2062.70
3.00
2051.43
11/09/2006
9.71
2062.70
3.00
2052.99
05/18/2007
11.02
2062.70
3.00
2051.68
.11/13/2007
11.76
2062.70
3.00
2050.94
05/27/2008
11.55
2062.70
3.00
2051.15
11/18/2008
11.63
2062.70
3.00
2051.07
05/28/2009
8.21
2062.70
3.00
2054.49
11/05/2009
9.89
2062.70
3.00
2052.81
05/13/2010
10.44
2062.70
3.00
2052.26
11/08/2010
11.12
2062.70
3.00
2051.58
05/17/2011
10.80
2062.70
3.00
2051.90
11/15/2011
11.43
2062.70
3.00
2051.27
05/17/2012
8.91 1
2062.70
3.00
2053.79
MW-7R
11/07/2012
12.02
2062.86
3.00
2050.84
05/16/2013
10.29
2062.86
3.00
2052.57
11/20/2013
11.69
2062.86
3.00
2051.17
05/22/2014
11.38
2062.86
3.00
2051.48
11/18/2014
11.25
2062.86
3.00
2051.61
05/13/2015
11.94
2062.86
3.00
2050.92
11/4/2015
8.43
2062.86
3.00
2054.43
05/04/2016
11.08
2062.86
3.00
2051.78
P:\Clement Pappas\Reports\2016 2081.01\May\Tables\Table 2 Historic GW. Elev Page 4 of 5

Table 2
Current and Historical Groundwater Elevation Measurements
Clement Pappas
Hendersonville, North Carolina
Well Identification
Date Measured
Depth to
Groundwater
Top of Casing
Elevation
Top of Casing
Height Above
Ground Surface
Groundwater
Elevation
(mm/dd/yyyy)
(ft-BTOC)
(feet)
(feet)
(feet)
MW-8
05/15/2002
10.25
2061.40
3.00
2051.15
11/05/2002
10.35
2061.40
3.00
2051.65
05/13/2003
8.16
2061.40
3.00
2053.24
11/04/2003
10.23
2061.40
3.00
2051.17
05/05/2004
10.30
2061.40
3.00
2051.10
11/09/2004
8.90
2061.40
3.00.
2052.50
05/17/2005
10.08
2061.40
3.00
2051.32
11/03/2005
10.61
2061.40
3.00
2050.79
05/24/2006
10.60
2061.40
3.00
2050.80
11/09/2006
9.40
2061.4.0
3.00
2052.00
05/18/2007
10.31
2061.40
3.00
2051.09
11/13/2007
11.09
2061.40
3.00
2050.31
05/27/2008
10.83
2061.40
3.00
2050.57
11/18/2008
'11.11
2061.40
3.00
2050.29
05/28/2009
8.25
2061.40
3.00
2053.15
11/05/2009
9.22
2061.40
3.00
2052.18
05/13/2010
9.88
2061.40
3.00
2051.52
11/08/2010
10.38
2061.40
3.00
2051.02
05/17/2011
10.27
2061.40
3.00
2051.13
11/15/2011
10.87
2061.40
3.00
2050.53
05/17/2012
8.03
2061.40
3.00
2053.37
11/07/2012
10.45
2060.80
3.00
2050.35
05/16/2013
8.58
2060.80
3.00
2052.22
11/20/2013
10.34
2060.80
3.00
2050.46
05/22/2014
9.79
2060.80
3.00
2051.01
11/18/2014
10.03
2060.80
3.00
2050.77
05/13/2015
10.34
2060.80
3.00
2050.46
11/4/2015
7.21
2060.80
3.00
2053.59 '
05/04/2016
9.84
2060.80
3.00
2050.96
MW-9
05/13/2015
6.03
2060.23
1.44
2054.20
11/4/2015
2.89,
2060.23
1.44
2057.34
05/04/2016
5.53 1
2060.23
1.44
2054.70
Notes:
ft-BTOC feet below top -of -well casing.
Top of casing MW-5 through MW-8 top of casing elevations based upon a survey by Hill and Associates Surveyors dated
elevations January 10, 2002 through May 2012. MW-2R and MW-4 Top of Casing Elevations based upon differential level
measurements made by Altamont Environmental, Inc. on June 26, 2006 through May 2012. The Top -of -Casing
elevations for the monitoring wells were resurveyed on November 21, 2012 by Wes Cole Land Surveying. The
Top -of -Casing elevations for MW-9 surveyed on May 29, 2015 by Wes Cole Land Surveying.
Groundwater Top of casing minus depth to groundwater.
Elevations
P:\Clement Pappas\Reports\2016 2081.01\May\Tables\Table 2 Historic GW Elev I Page 5 of 5

Attachment A
Laboratory Analytical Reports and Chain -of -Custody
Forms

aceAnalXical
www.pacelabs.com
May 11, 2016
Brian Gant
Altamont Environmental
231 Haywood Street
Asheville, NC 28804
RE: Project: Clement Pappas 2081.01
Pace Project No.: 92296263
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Dear Brian Gant:
Enclosed are the analytical results for sample(s) received by the laboratory on May 04, 2016. The
results relate only to the samples included in this report. Results reported herein conform to the
most current TNI standards and the laboratory's Quality Assurance Manual, where applicable, unless
otherwise noted in the body of the report.
Analyses were performed at the Pace Analytical Services, location indicated on the sample.analyte
page for analysis unless otherwise footnoted.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Lord Patton
[e-mail]
Project Manager
Enclosures
Q PC
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Eq 0y without the written consent of Pace Analytical Services, Inc..
BpR,A�p
Page 1 of 19

�;a'ceAnalXical'
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Project: Clement Pappas 2081.01
Pace Project No.: 92296263
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Asheville Certification IDs
2225 Riverside Drive, Asheville, NC 28804
Florida/NELAP Certification #: E87648
Massachusetts Certification #: M-NC030
North Carolina Drinkina Water Certification #: 37712
CERTIFICATIONS
North Carolina Wastewater Certification #: 40
South Carolina Certification #: 99030001
Virginia/VELAP Certification #: 460222
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.. Page 2 of 19

�;a'ceAnalytical'
www.pacelabs.com
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: Clement Pappas 2081.01
Pace Project No.: 92296263
Sample: MW-4
Lab ID: 92296263001 Collected:
05/04/16 13:10
Received: 05/04/16 14:30 Matrix: Water
Parameters
Results Units Report Limit
DF
Prepared Analyzed
CAS No. Qua]
2540C Total Dissolved Solids
Analytical Method: SM 2540C
Total Dissolved Solids
119 mg/L
25.0
1
05/05/16 17:02
MBIO 9222D Fecal Coliform AVL
Analytical Method: SM 9222D
Fecal Coliforms
ND CFU/100 mL
4.0
4
05/04/16 18:05
350.1 Ammonia
Analytical Method: EPA 350.1
Nitrogen, Ammonia
ND mg/L
0.10..
1
05/05/16 15:39
7664-41-7
353.2 Nitrogen, NO2/NO3 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate
ND mg/L
0.020
1
05/04/16 19:38
365.1 Phosphorus, Total
Analytical Method: EPA 365.1
Phosphorus
0.095 mg/L
0.050
1
05/05/16 02:59
7723-14-0
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
8.4 mg/L
1.0
1
05/10/16 00:28
16887-00-6
5310B TOC
Analytical Method: SM 5310B
Total -Organic Carbon
5.5 mg/L
1.0
1
05/10/16 12:57
7440-44-0
Date: 05/11/2016 02:05 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 3 of 19

aceAnalytical
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ANALYTICAL RESULTS
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: Clement Pappas 2081.01
Pace Project No.: 92296263
Sample: MW-5
Lab ID: 92296263002 Collected:
05/04/16
11:27
Received: 05/04/16 14:30 Matrix: Water
Parameters
Results Units Report Limit
DF
Prepared Analyzed
CAS No. Qual
2540C Total Dissolved Solids
Analytical Method: SM 2540C
Total Dissolved Solids
90.0 mg/L
-25.0
1
05/05/16-17:02
MBIO 9222D Fecal Coliform AVL
Analytical Method:.SM 9222D
Fecal Coliforms
ND CFU/100 mL
10.0
10
05/04/16 18:05
350.1 Ammonia
Analytical Method: EPA350.1
Nitrogen, Ammonia
ND mg/L
0.10
1
05/05/16 15:40
7664-41-7
353.2 Nitrogen, N021NO3 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate
0.042 mg/L
0.020
1
05/04/16 19:36
365.1 Phosphorus, Total
Analytical Method: EPA 365.1
Phosphorus
0.12 mg/L
0.050
1
05/05/16 03:03
7723-14-0
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
41.5 mg/L
5.0
5
05/10/16 00:59
16887-00-6
5310B TOC
Analytical Method: SM 5310B
Total Organic Carbon
8.6 mg/L
1.0
1
05/10/16 13:32
7440-44-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/11 /2016 02:05 PM without the written consent of Pace Analytical Services, Inc.. Page 4 of 19

�;a'ceAnalj6calo
www.pacelabs.com
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: Clement Pappas 2081.01
Pace Project No.: 92296263
Sample: MW-6
Lab ID: 92296263003 Collected:
05/04/16 11:59
Received: 05/04/16 14:30 Matrix: Water
Parameters
Results Units Report Limit
DF
Prepared Analyzed
CAS No. Qua[
2540C Total Dissolved Solids
Analytical Method: SM 2540C
Total Dissolved Solids
58.0 mg/L
25.0
1
05/05/16 17:02
MBIO 9222D Fecal Coliform AVL
Analytical Method: SM 9222D
Fecal Coliforms"
ND CFU/100 mL
2.0
2
05/04/16 18:05
350.1 Ammonia
Analytical Method: EPA350.1
Nitrogen, Ammonia
ND mg/L
0.10
1
05/05/16 15:42.
7664-41-7
353.2 Nitrogen, NO2/NO3 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate
. 0.41 mg/L
0.020
1
05/04/16 19:37
365.1 Phosphorus, Total
Analytical Method: EPA 365.1
Phosphorus
0.079 mg/L
0.050
1
05/05/16 03:04
7723-14-0
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
9.4 mg/L
1.0
1
05/10/16 00:30
16887-00-6
5310B TOC
Analytical Method: SM 5310B
Total Organic Carbon
2.1 mg/L
1.0
1
05/10/16 13:45
7440-44-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in.full,
Date: 05/11/2016 02:05 PM without the written consent of Pace Analytical Services, Inc.. Page 5 of 19

aceAnalytical
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ANALYTICAL RESULTS
Project: Clement Pappas 2081.01
Pace Project No.: 92296263
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Sample: MW-7R
Parameters
Lab ID: 92296263004 Collected: 05/04/16 10:43
Results Units Report Limit DF
Received: 05/04/16 14:30 Matrix: Water
Prepared Analyzed CAS No. Qua[
2540C Total Dissolved Solids
Analytical Method: SM 2540C
Total Dissolved Solids
130 mg/L
25.0
1
05/05/16 17:03
MBIO 9222D Fecal Coliform AVL
Analytical Method: SM 9222D
Fecal Coliforms
ND CFU/100 mL
10.0
10
05/04/16 18:05
350.1 Ammonia
Analytical Method: EPA350.1
Nitrogen, Ammonia
ND mg/L
0.10
1
05/05/16 15:46
7664-41-7
353.2 Nitrogen; NO2/NO3 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate
11.2 mg/L
0.020
1
05/04/16 19:35
365.1 Phosphorus, Total
Analytical Method: EPA 365.1
Phosphorus
0.78 mg/L
0.050
1
05/05/16 03:05
7723-14-0
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
27.7 mg/L
1.0
1
05/10/16 00:31
16887-00-6
5310B TOC
Analytical Method: SM 5310B
Total Organic -Carbon
13.5 mg/L
i
1.0
1
05/10/1614:05
7440-44-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in.full,
Date: 05/11/2016 02:05 PM without the written consent of Pace Analytical Services, Inc.. Page 6 of 19

�;a'ceAnalytical'
www.pacelabs.com
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: Clement Pappas 2081.01
Pace Project No.: 92296263
Sample: MW-8
Lab ID: 92296263005 Collected:
05/04/16 10:08
Received: 05/04/16 14:30 Matrix: Water
Parameters
Results Units Report Limit
DF
Prepared Analyzed
CAS No. Qua[
2540C Total Dissolved Solids
Analytical Method: SM 2540C
Total Dissolved Solids
398 mg/L
25.0
1
05/05/16 17:03
MBIO 9222D Fecal Coliform AVL
Analytical Method: SM 9222D
Fecal Coliforms
ND CFU/100 mL
10.0
10
05/04/16 18:05
350.1 Ammonia
Analytical Method: EPA 350.1
Nitrogen, Ammonia
ND mg/L
0.10
1
05/05/16 15:51
7664-41-7
353.2 Nitrogen, NO2/NO3 unpres
Analytical Method: EPA353.2
Nitrogen, Nitrate
19.1 mg/L.
0.020
1
05/04/16 19:30
365.1 Phosphorus, Total
Analytical Method: EPA 365.1
Phosphorus
0.62 mg/L
0.050
1
05/05/16 03:05
7723-14-0
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
24.5 mg/L
1:0
1
05/10/16 00:32
16887-00-6
5310E TOC
Analytical Method: SM 5310B
Total Organic Carbon
15.0 mg/L
1.0
1
05/10/16 14:41
7440-44-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/11 /2016 02:05 PM without the written consent of Pace Analytical Services,' Inc.. Page 7 of 19

acmnalytical
www..pacelabs.com
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: Clement Pappas 2081.01
Pace Project No.: 92296263
Sample: MW-9
Lab ID: 92296263006 Collected:
05/04/16
13:25
Received: 05/04/16 14:30 Matrix: Water
Parameters
Results Units Report
Limit
DF
Prepared Analyzed
CAS No. Qua[
2540C Total Dissolved Solids
Analytical Method: SM 2540C
Total Dissolved Solids
51.0 mg/L
25.0
1
05/05/16 17:03
.
MBIO 9222D Fecal Coliform AVL
Analytical Method: SM 9222D
Fecal Coliforms
ND CFU/100 mL
10.0
10
05/04/16 18:05
350.1 Ammonia
Analytical Method: EPA 350.1
Nitrogen, Ammonia
ND mg/L
0.10
1
05/05/16 15:52
7664-41-7
353.2 Nitrogen, NO2/NO3 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate
0.64 mg/L
0.020
1
05/04/16 19:39
366.1 Phosphorus, Total
Analytical Method: EPA 365.1
Phosphorus
0.095 mg/L
0.050
1
05/05/16 03:06
7723-14-0
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
5.3 mg/L
1.0
1
05/10/16 00:33
16887-00-6
5310E TOC
Analytical Method: SM 5310B
Total Organic Carbon
15.0 mg/L
1.0
1
05/10/16 14:59
7440-44-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/11/2016 02:05 PM without the written consent of Pace Analytical Services, Inc.. Page 8 of 19

;ac e A na ly No
www.pacelabs.com
QUALITY CONTROL DATA
Project: Clement Pappas 2081.01
Pace Project No.: 92296263
QC Batch: WET/44716 Analysis Method: SM 2540C
QC Batch Method: SM 2540C Analysis Description: , 2540C Total Dissolved Solids
Associated Lab Samples: 92296263001, 92296263002, 92296263003, 92296263004, 92296263005, 92296263006
METHOD BLANK: 1727152 Matrix: Water
Associated Lab Samples: 92296263001, 92296263002, 92296263003, 92296263004, 92296263005, 92296263006
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Total Dissolved Solids mg/L ND 25.0 05/05/16 16:58
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
LABORATORY CONTROL SAMPLE:
1727153
Spike
LCS LCS
% Rec
Parameter
Units
Conc.
Result % Rec
Limits Qualifiers
Total Dissolved Solids
mg/L
250
236 94
90-110
SAMPLE DUPLICATE: 1727154
92296179001
Dup
Parameter
Units
Result
Result RPD
Qualifiers
Total Dissolved Solids
mg/L
110000 ug/L
111
1
SAMPLE DUPLICATE: 1727155
92296263003
Dup
Parameter
Units
Result
Result RPD
Qualifiers
Total Dissolved Solids
mg/L
58.0
56.0
4
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/11/2016 02:05 PM without the written consent of Pace Analytical Services, Inc.. Page 9 of 19

�;a'ceAnalXical"
www.pacelabs.com
QUALITY CONTROL DATA
Project: Clement Pappas 2081.01
Pace Project No.: ` 92296263
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QC Batch: WET/44686 Analysis Method: SM 9222D
QC Batch Method: SM 9222D Analysis Description: 9222D MBIO Fecal Coliform -AVL
Associated Lab Samples: 92296263001, 92296263002, 92296263003, 92296263004, 92296263005, 92296263006
METHOD BLANK: 1726024 Matrix: Water
Associated Lab Samples: 92296263001, 92296263002, 92296263003, 92296263004, 92296263005, 92296263006
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Fecal Coliforms CFU/100 mL ND 1.0 05/04/16 18:05
SAMPLE DUPLICATE: 1727198
92296206004 Dup
Parameter Units Result Result RPD Qualifiers
Fecal Coliforms CFU/100 mL 29.0 33.0 13 u1
6
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/11/2016 02:05 PM without the written consent of Pace Analytical Services, Inc.. Page 10 of 19

Pace Analytical Services, Inc.
®
aceAnalytical
2225 Riverside Dr.
Asheville, NC 28804
www..pacelabs.com
[phone]
QUALITY CONTROL DATA
Project: Clement Pappas 2081.01
Pace Project No.: 92296263
QC Batch: WETA/27490
Analysis Method: EPA 350.1
QC Batch Method: EPA 350.1
Analysis Description: 350.1 Ammonia
Associated Lab Samples: 92296263001, 92296263002,
92296263003, 92296263004, 92296263005, 92296263006
METHOD BLANK: 1726463
Matrix: Water
Associated Lab Samples: 92296263001, 92296263002,
92296263003, 92296263004, 92296263005, 92296263006
Blank Reporting
Parameter Units
Result Limit Analyzed Qualifiers
Nitrogen, Ammonia mg/L
ND 0.10 05/05/16 15:20
LABORATORY CONTROL_ SAMPLE: 1726464
Spike LCS LCS % Rec
Parameter Units
Conc. Result % Rec Limits Qualifiers
Nitrogen, Ammonia mg/L
5 5.2 103 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1726465 : 1726466
MS MSD
92296039001
Spike Spike MS MSD MS MSD
% Rec
Parameter Units Result
Conc. Conc. Result Result % Rec % Rec
Limits RPD Quai
Nitrogen, Ammonia mg/L 31.3
5 5 35.7 36.2 88 99
90-110 2 M6
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1726467 1726468
MS MSD
92296263004
Spike Spike MS MSD MS MSD
% Rec
Parameter Units Result
Conc. Conc. Result Result % Rec '% Rec
Limits RPD Qual
Nitrogen, Ammonia mg/L ND
5 5 5.1 5.1 102 101
90-110 0
Results presented on this page are In the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
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Date: 05/11/2016 02:05 PM without the written consent of Pace Analytical Services, Inc..
Page 11 of 19

aceAnalytical
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QUALITY CONTROL DATA
Project: Clement Pappas 2081.01
Pace Project No.: 92296263
QC Batch: WETA/27479 Analysis Method: EPA 353.2
QC Batch Method: EPA 353.2 Analysis Description: 353.2 Nitrate + Nitrite, Unpres.,
Associated Lab Samples: 92296263001, 92296263002, 92296263003, 92296263004, 92296263005, 92296263006
METHOD BLANK: 1726229 Matrix: Water
Associated Lab Samples: 92296263001, 92296263002, 92296263003,.92296263004,'92296263005, 92296263006
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Nitrogen, Nitrate mg/L ND 0.020 05/04/16 19:16
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
LABORATORY CONTROL SAMPLE: 1726230
Spike LCS LCS % Rec
Parameter Units Conc: Result % Rec Limits Qualifiers
Nitrogen, Nitrate mg/L 2.5 2.6 103 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1726231 1726232
MS MSD
92296284001 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec - Limits RPD Qua]
Nitrogen, Nitrate mg/L ND 2.5 2.5 2.3 2.3 93 91 90-110 1
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
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Date: 05/11/2016 02:05 PM without the written consent of Pace Analytical Services, Inc..
Page 12 of 19

aceAnalXical
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QUALITY CONTROL DATA
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: ' Clement Pappas 2081.01
Pace Project No.: 92296263
QC Batch: WETA/27476
Analysis Method: EPA 365.1
QC Batch Method: EPA 365.1
Analysis Description: 365.1 Phosphorus, Total
Associated Lab Samples: 92296263001, 92296263002, 92296263003, 92296263004, 92296263005, 92296263006
METHOD BLANK: 1725907
Matrix: Water
Associated Lab Samples: 92296263001, 92296263002, 92296263003, 92296263004, 92296263005, 92296263006
Blank Reporting
Parameter Units
Result Limit Analyzed Qualifiers
Phosphorus mg/L
ND 0.050 05/05/16 02:58
LABORATORY CONTROL SAMPLE: 1725908
Spike LCS LCS % Rec
Parameter Units
Conc. Result % Rec Limits Qualifiers
Phosphorus mg/L
2.5 2.6 103 90-1.10
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1725909 1725910
MS MSD
92296263001 Spike Spike MS' MSD MS MSD % Rec _
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Phosphorus mg/L 0.095 2.5 2.5 2.5 2.5 95 94 90-110 0
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Date: 05/11/2016 02:05 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 13 of 19

aceAnalXical
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QUALITY CONTROL DATA
Project: Clement Pappas 2081.01
Pace Project No.: 92296263
QC Batch: WETA/27531 Analysis Method: SM 4500-CI-E
QC Batch Method: SM 4500-CI-E Analysis Description: 4500 Chloride
Associated Lab Samples: 92296263001, 92296263002, 92296263003, 92296263004, 92296263005, 92296263006
METHOD BLANK: 1729027 Matrix: Water
Associated Lab Samples: 92296263001, 92296263002, 92296263003, 92296263004, 92296263005, 92296263006
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Chloride mg/L ND 1.0 05/10/16 00:04
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
LABORATORY CONTROL SAMPLE: 1729028
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Chloride mg/L 20 20.8 104 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1729029 1729030
MS MSD
92296179001 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. - Result Result % Rec % Rec Limits RPD Qua[
Chloride mg/L 13500 10 10 24.2 24.2 107 107 90-110 0
ug/L
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1729031 1729032
MS MSD
92296186005 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Chloride mg/L ; 7980 10 10 18.6 18.8 107 108 90-110 1
ug/L
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
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aceAnalytical
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QUALITY CONTROL DATA
Pace Analytical Services, Inc.
2225 Riverside Dr.
-Asheville, NC 28804
[phone]
Project: Clement Pappas 2081.01
Pace Project No.: 92296263
QC Batch: WETA/27540 Analysis Method: SM 5310B
QC Batch Method: SM 5310B Analysis Description: 5310B TOC
Associated Lab Samples: 92296263001, 92296263002, 92296263003, 92296263004, 92296263005, 92296263006
METHOD BLANK: 1729319 Matrix: Water
Associated Lab Samples: 92296263001, 92296263002, 92296263003, 92296263004, 92296263005, 92296263006
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Total Organic Carbon mg/L ND 1.0 05/10/16 12:16
LABORATORY CONTROL SAMPLE: 1729320
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Total Organic, Carbon mg/L 25 24.8 99 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1729321 1729322
MS MSD
92296263001 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Total Organic Carbon mg/L 5.5 25 25 29.7 30.2 97 99 90-110 2
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1729323 1729324
MS MSD
92296627003 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result- % Rec % Rec Limits RPD Qual
Total Organic Carbon mg/L ND 25 25 25.0 25.4 99 100 90-110 2
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
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Page 15 of 19

aceAnalytical
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QUALIFIERS '
Project: Clement Pappas 2081.01
Pace Project No.: 92296263
DEFINITIONS
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit.
S - Surrogate .
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene.using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to.calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether, Styrene, and Vinyl chloride.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis ofAcrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI The NELAC Institute.
ANALYTE QUALIFIERS
M6 Matrix spike and Matrix spike duplicate recovery not evaluated against control limits due to sample.dilution.
u1 Results based upon colony counts outside acceptable range.
REPORT OF LABORATORY ANALYSIS
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aceAnalXical
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QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project:
Pace Project No.:
Clement Pappas 2081.01
92296263
Analytical
Lab ID
Sample ID
QC Batch Method
QC Batch Analytical Method Batch
92296263001
MW-4
SM 2540C
WET/44716
92296263002
MW-5
SM 2540C
WET/44716
92296263003
MW-6
SM 2540C
WET/44716
92296263004
MW-7R
SM 2540C
WET/44716
92296263005
MW-8
SM 2540C
WET/44716
'92296263006
MW-9
SM 2540C
WET/44716
92296263001
MW-4
SM 9222D
'WET/44686
92296263002
MW-5
SM 9222D
WET/44686
92296263003
MW-6
SM 9222D
WET/44686
92296263004
MW-7R
SM 9222D
WET/44686
92296263005
MW-8
SM 9222D
WET/44686
92296263006
MW-9
SM 9222D
WET/44686
92296263001
MW-4
EPA 350.1
WETA/27490
92296263002
MW-5
EPA 350.1
WETA/27490
92296263003 '.
MW-6
EPA 350.1
WETA/27490
92296263004
MW-7R
EPA 350.1
WETA/27490
92296263005
MW-8
EPA 350.1
WETA/27490
92296263006
MW-9
EPA 350.1
WETA/27490
92296263001
MW-4
EPA 353.2
WETA/27479
92296263002
MW-5
EPA 353.2
WETA/27479
92296263003
MW-6
EPA 353.2
WETA/27479
92296263004
MW-7R
EPA 353.2
WETA/27479
92296263005
MW-8
EPA 353.2
WETA/27479
92296263006
MW-9
EPA 353.2
WETA/27479
92296263001
MW-4
EPA 365.1
WETA/27476
92296263002
MW-5
EPA 365.1
WETA/27476
92296263003
MW-6
EPA 365.1
WETA/27476
92296263004
MW-7R
EPA 365.1
WETA/27476
92296263006
MW-8
EPA 365.1
WETA/27476
92296263006
MW-9
EPA 365.1
WETA/27476
92296263001
MW-4
SM 4500-CI-E
WETA/27531
92296263002
MW-5
SM 4500-CI-E
WETA/27531
92296263003
MW-6
SM 4500-CI-E
WETA/27531
92296263004
MW-7R
SM 4500-CI-E
WETA/27531
92296263005
MW-8
SM 4500-CI-E
WETA/27531
92296263006
MW-9
SM 4500-CI-E
WETA/27531
92296263001
MW-4
SM 5310E
WETA/27540
92296263002
JMW-5
SM 5310E
WETA127540
92296263003
MW-6
SM 5310B
WETA/27540
92296263004
MW-7R
SM 5310B
WETA/27540
92296263005
MW-8
SM 5310B
WETA/27540
92296263006
MW-9
SM 5310B
WETA/27540
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/11 /2016 02:05 PM without the written consent of Pace Analytical Services, Inc.. Page 17 of 19

Document Name:
Document Revised: 18FEB2016
�ace
Sample Condition Upon Receipt(SCUR)
Page 1 of 2
Document No.:
Issuing Authority:
Analytical
F-CHR-CS-003-rev.18
Pace Huntersville Quality Office
Sample Conclitibn Upon Client Name:
Courier: ❑Fed Ex ❑UPS ❑USPS UfJOlen,
❑ Commercial ❑Pace ❑Other:
W®# 0 92296263
muiuuiiuniiiiii
92286263
Custody Seal Present? Dyes No Seals Intact? ❑Yes / ❑No
Date/Initials Person Examining Contents:
Packing Material: /❑Bubble Wrap ❑Bubble Bags P&e ❑Other:
s
Thermometer: Q' R Gun #5 SN: 15527198 ❑ Type of Ice: ❑Wet ❑Blue ❑None ❑Samples on ice, cooling process has begpn-'
Correction Factor: 0.0°C Cooler Temp Corrected (°C): 9 ,Z Biological Tissue Frozen? Dyes ❑No ❑N/A
Temp should be above freezing to 6°C
USDA Regulated Soil (❑ N/A, water sample)
Did samples originate in a quarantine zone within the United States: CA, NY, or SC (check maps)? Did samples originate from a foreign source (internationallyi
❑Yes [-]No including Hawaii and Puerto Rico)? ❑Yes QNo--�
COMMENTS:
Chain of Custody Present?
Elyes ❑No
❑N/A
1.
Chain of Custody Filled Out?
12 es ❑No
❑N/A
2.
Chain of Custody Relinquished?
Ye ❑No
❑N/A
3.
Sampler Name and/or Signature on COC?
Ygs-- ❑No
❑N/A
4.
Samples Arrived within Hold Time?
gfYees [:]No
❑N/A
5.
Short Hold Time Analysis (<72 hr)?
yes ❑No,, ON/A'
6.Ni nek kc-r
Rush Turn Around Time Requested?
❑Yes, GR4.
❑N/A
7.
Sufficient Volume?
©Yes [:]No
[-]N/A
8.
Correct Containers Used?
[3 es (--]No
❑N/A
9.
Pace Containers Used?
[2 es.,' ❑No
[--]N/A
Containers Intact?
[3Yes ❑No
[:INIA,
10.
Filtered Volume Received for Dissolved Tests?
[]Yes' [:]No
yJN/A
11. 'Note if sediment Is visible in the dissolved container
Sample Labels Match COC?
6Yes ❑No
❑N/A
12.
ff11
-Includes Date/Time/ID/Analysis Matrix: W (
All containers needing acid/base preservation have been
13.
checked?
es ❑No
❑N/A
All containers needing preservation are found to be in
compliance with EPA recommendation?
(HNO3, H2SO4, HCI<2; Na0 n Ifide, NaOH>32 Cyanide)
Exceptions: VOA, Colifor TOC, and Grease,
Yes j]No
❑N/A
slclllp
, 911
_�
DRO/8015 (water) DOC,LL
❑No
i N/A
Samples checked for dechlorination
dYes ❑No
❑N/A
14.
Headspace in VOA Vials (>5-6mm)?
❑Yes ON//
, []N/A
15.
Trip Blank Present?
❑Yes ' N
❑N/A
16.
Trip Blank Custody Seals Present?
❑Yes [2 0
❑N/A
Pace Trip Blank Lot tf (if purchased):
CLIENT NOTIFICATION/RESOLUTION
Person Contacted:
Comments/Resolution:
Project Manager SCURF Review:
Date/Time:
Date:
Field Data Required? ❑Yes ❑No
Project Manager SRF Review: / I Date: `J / —1 / / LP
Note: Whenever there is a discrepancy affecting North Carolina compliance samples, a copy of this form will be sent to the North Carolina DEHNR Certification Office (i.e.
Out of hold, incorrect preservative, out of temp, incorrect containers)
Page 18 of 19

�a>ajyt,�f CHAIN -OF -CUSTODY / Analytical Request Document
The Chain -of -Custody is a LEGAL DOCUMENT. All relevant fields must be completed accurately.
Section A Section B Section C
Required Client Information: Required Project Information: Invoice Information:
Pa e : - 1 Of 1
Company: Allamont Environmental
Report TO: Gant, Brian
Attention: 3 , (e) 1'
-
Address: 231 Haywood Street
Copy To:
Company Nama: Fn yylC;� 7i i^n ,rpj�;t�
Asheville, NC 28801 -
Address: 3 1 V M/ - 5�,
Regulatory Agency
Email: I, CG f - Q/f- 1l' V%re!Ir L.ar-n
Purchase Order#:
Pace Quote:
Phone: SS- Ii- - 3 3 0 Fax
Project Name; Clement Pappas
Pace Project Manager, lorri.patton pacelabs.com,
State/ Location -
Requested Due Dale: Sf+ln
Project #: 1. 0 j
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d

aceAnalytical
www.pacelabs.com
June 13, 2016
Brian Gant
Altamont Environmental
231 Haywood Street
Asheville, NC 28804
RE: Project: Clement Pappas 2081.01
Pace Project No.: 92300796
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Dear Brian Gant:
Enclosed are the analytical results for sample(s) received by the laboratory on June 09, 2016. The
results relate only to the samples included in this report. Results reported herein conform to the
most current TNI standards and the laboratory's Quality Assurance Manual, where applicable, unless
otherwise noted in the body of the report.
Analyses were performed at the Pace Analytical Services location indicated on the sample analyte
page for analysis unless otherwise footnoted.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Lord Patton
[e-mail]
Project Manager
Enclosures
p0CRFQ���0
lgeQFar
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, Inc..
Page 1 of 11

aceAnalytical
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Project: Clement Pappas 2081.01
Pace Project No.: 92300796
Asheville Certification IDs
2225 Riverside Drive, Asheville, NC 28804
Florida/NELAP Certification #: E87648
Massachusetts Certification #: M-NC030
North Carolina Drinking Water Certification #: 37712
CERTIFICATIONS
North Carolina Wastewater Certification #: 40
South Carolina Certification #: 99030001
Virginia/VELAP Certification #: 460222
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Page 2 of 11

aceAnalytical
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ANALYTICAL RESULTS
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: Clement Pappas 2081.01
Pace Project No.: 92300796
Sample: MW-07R Lab ID: 92300796001 Collected: 06/09/16 10:54 Received: 06/09/16 12:52 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
363.2 Nitrogen, NO2/NO3 unpres . Analytical Method: EPA353.2
Nitrogen, Nitrate 10.9 mg/L 0.020 1 06/09/16 21:11
Date: 06/13/2016 11:18 AM
REPORT OF LABORATORY ANALYSIS
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aceAnalytical
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ANALYTICAL RESULTS
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: Clement Pappas 2081.01
Pace Project No.: 92300796
Sample: MW-08 Lab ID: 92300796002 Collected: 06/09/16 09:58 Received: 06/09/16 12:52 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qua]
353.2 Nitrogen, N021NO3 unpres Analytical Method: EPA 353.2
Nitrogen, Nitrate 26.3 mg/L 0.020 1 06/09/16 21:09
Date: 06/13/2016 11:18 AM
REPORT OF LABORATORY ANALYSIS
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aceAnalX cal
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ANALYTICAL RESULTS
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: Clement Pappas 2081.01
Pace Project No.: 92300796
Sample: Upstream Lab ID: 92300796003 Collected: 06/09/16 11:20 Received: 06/09/16 12:52 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
3512 Nitrogen, N021NO3 unpres Analytical Method: EPA 353.2
Nitrogen, Nitrate 0.85 mg/L
Date: 06/13/2016 11:18 AM
0.020 1 06/09/16 21:12
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
J
Page 5 of 11

aceAnalytical
wwwpacelabs.com
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: Clement Pappas 2081.01
Pace Project No.: 92300796
Sample: Downstream Lab ID: 92300796004 Collected: 06/09/16 10:18 Received: 06/09/16 12:52 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qua]
353.2 Nitrogen, N021NO3 unpres Analytical Method: EPA 353.2
Nitrogen, Nitrate 0.86 mg/L 0.020 1 06/09/16 21:10
Date: 06/13/2016 11:18 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 6 of 11

aceAnalXical
www.pacelabs.com
QUALITY CONTROL DATA
Project: Clement Pappas 2081.01
Pace Project No.: 92300796
QC Batch: WETA/27897 Analysis Method: EPA 353.2
QC Batch Method: EPA 353.2 Analysis Description: 353.2 Nitrate + Nitrite, Unpres.
Associated Lab Samples: 92300796001, 92300796002, 92300796003, 92300796004
METHOD BLANK: 1752745 Matrix: Water
Associated Lab Samples: 92300796001, 92300796002, 92300796003, 92300796004
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Nitrogen, Nitrate mg/L ND 0.020 06/09/16 20:40
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
LABORATORY CONTROL SAMPLE: 1752746
Spike LCS LCS %,Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Nitrogen, Nitrate' mg/L 2.5 2.5 100 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1752747 1752748
MS MSD
92300699002 -Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. . Result Result % Rec % Rec Limits RPD Qua[
Nitrogen, Nitrate mg/L 3.1 2.5 2.5 5.2 5.2 84 82 90-110 1 M1
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1752749 1752750
MS MSD
92300699005 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qua]
Nitrogen, Nitrate mg/L 0.15 2.5 2.5 2.7 2.7 100 100 90-110 0
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Date: 06/13/2016 11:18 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 7 of 11

Z�;a'ceAnalyfical'
www.pacelabs.com
QUALIFIERS
Project: Clement Pappas 2081.01
Pace Project No.: 92300796
DEFINITIONS
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit.
S - Surrogate
1,2-Dipheny1hydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether, Styrene, and Vinyl chloride.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis ofAcrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI -The NELAC Institute.
ANALYTE QUALIFIERS
M1 Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,. except in full,
Date: 06/13/2016 11:18 AM without the written consent of Pace Analytical Services, Inc.. Page 8 of 11

aceAnalXical
www.pacelabs.com
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: Clement Pappas 2081.01
Pace Project No.: 92300796
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
92300796001
MW-07R
EPA 353.2
WETA/27897
92300796002
MW-08
EPA 353.2
WETA/27897
92300796003
Upstream
EPA 353.2
WETA/27897
92300796004
Downstream
EPA 353.2
WETA/27897
f
Date: 06/13/2016 11:18 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Analytical
Batch
Page 9 of 11

52e Analytical
Document Name:
Sample Condition Upon Receipt(SCUR)
Document Revised: May 24, 2016
Page 1 of 2
Document No.:
F-ASV-CS-003-Rev.20
Issuing Authority:
Pace Asheville Quality Office
Page 2 of 2 for Internal Use ONLY
Sample Condition UponClient
Name:Receipt
: 923oo796
Project WO#
Courier:
❑Fed Ex "❑UPS ❑USPS
pClient 11111111111111111111111
❑ Commercial
❑Pace ❑Other:
�
�' 92300796
J
Custody Seal Present?
❑Yes <ENo seals intact?
Dyes ❑No
Date/Initials Person Examining Contents:
Packi�n -Material:
❑Bubble Wrap ❑Bubble Bags
❑Other:
ffT efmometer:
i ❑Blue []Samples ice, ha
IR Gun #5 SN:15527198
Type of Ice:
Wet ❑None on cooling process un
Correction Factor: 0.0•C
Cooler Temp Corrected (°C): b) /
Biological Tissue Frozen? ❑Yes ❑No .' N/A
Temp should be above freezing
to 6°C
USDA Regulated Soil (❑
N/A, water sample)
Did samples or}ginate in a quarantine
FlYes o
zone within the United States: CA, NY, or SC (check maps)? Did samples originate from a foreign source (internatignally,
includine Hawaii and Puerto Rico)? nYes n o
Comments/Discrepancy:
Chain of Custody Present?
Yes
[-]No
❑N/A
1.
Samples Arrived within Hold Time?
Yes
❑No
❑N/A
2.
Short Hold Time Analysis (e72 hr,)?
es
❑No
❑N/A
3.
/z. f e
Rush Turn Around Time Requested?
es
ON.
❑N/A
4.
/ -
Sufficient Volume?
ERes
[-]No
El N/A
S.
Correct Containers Used?
Yes
❑No
❑N/A
6.
-Pace Containers Used?
❑Yees-
[]No
❑N/A
Containers Intact?
Yes
[:]No
El N/A
7.
Samples Field Filtered?
❑Yeses- ❑No
B /A
B.
Note if sediment is visible in the dissolved container
Sample Labels Match COO?
gJYes
❑No
❑N/A
9.
t`J
-Includes Date/Time/ID/Analysis Matrix:
All containers needing acid/base preservation have been
'0.
Hxo3pH.z
checked?
[]Yes
[-]No
N/A
All containers needing preservation are found to be in
1OplIQ
compliance with EPA recommendation?
H2so4pHQ
(HNO3, HzSO4, HCI<2; NaOH >9 Sulfide, NaOH>12 Cyanide)
❑Yes
❑No
N/A
n•OIIpH 12
Exceptions: VOA, Coliform, TOC, Oil and Grease,
DRO/8015 (water) DOC,LLHg
❑Yes
[]No
N
H+okl/2n0Acplir9
Samples checked for dechlorination?
❑Yes
❑No
N/
11.
Headspace in VOA Vials (>5-6mm)?
❑Yes
[]No
/ N/A
12.
Trip Blank Present?
❑Yes
[]No
NJA•
13.
Trip Blank Custody Seals Present?
❑Yes
❑No
N/A
Pace Trip Blank Lot # (if purchased):
CLIENT NOTIFICATION/RESOLUTION
Person Contacted:
Comments/Sample
Discrepancy:
Project Manager SCURF Review:
Field Data Required? ❑Yes ANo
Date/Time:
Date: D C 1
Project Manager SRF Review: J—I Date: _
Note: Whenever there is a discrepancy affecting North Carolina compliance samples, a copy of this form will be sent to the
Out of hold, incorrect preservative, out of temp, incorrect containers)
lina DEHNR Certification Office (i.e.
Page 10 of 11

CA -
FaceMalXical'
wtvw.pacala6s.cam
CHAIN -OF -CUSTODY / Analytical Request Document
The Chain -of -Custody is a LEGAL DOCUMENT. All relevant fields must be completed accurately.
Section A Section B Section C
Page: i� of
Required Client Information: Required Project Information: Invoice Information:
Company:I.I...._ Report
f r ' 9 To: Attention: t3 [ lii11I_
>^1 , � /) Zit � ��r IC l7 V
204 6004
Address:
23� �h ,- St.
Copy To:
Company Name:
11U.1 �/IV'r it MQf�ir+
REGULATORY AGENCY
/'slie /VL I �'gG)
Address. Tr )
NPDE,S f GROUNDWATER r DRINKING WATER
Email To:
00
Purchase Order No.:
v�
Pace Quote
Reforenw:
— UST i RCRA F OTHER
Phone: Fax:
;�r �-3
Project Name: l
C((�MLJ✓f 7r
Pace Prajact
Site Loeation
!C2
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Manager.
Requested Due Dale/TAT:7 Uvl e r C r ?,
Project Number: ZG`g- i, UI
PUCO Profile it:
L
STATE:
Requested
Analysis
Filtered
(Y/N)
Section D Matrix Codes
=
Required Client Information MATRIX i CODE
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COLLECTED
Preservatives
Y
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ADDITIONAL COMMENTS
RELINQUISHED BY I AFFI IATION
DATE
TIME
ACCEPTED BY I AFFILIATION
DATE
TIME
SAMPLE CONDITIONS
ORIGINAL
SAMPLER NAME AND.SIGNATURE
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DATE Signed
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(MMIDDIYY): V�/Ol/lfD
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. GY .aginng uus loan YOU are iccenlinn Pace's NET 30 no.,,,-

Pi
K `A
RRRISM
-VLABOnATORIES, INC.
Altamont Environmental Inc
Brian Gant
231 Haywood Street
Asheville, NC 28801
Full -Service Analytical &
Environmental Solutions
NC Certification No. 402
NC Drinking Water Cart No. 37735
SC Certification No. 99012
FL NELAC Cert No. E87519
VA NELAC Cert No. 460211
Project: Clement Pappas
Lab Submittal Date: 06/10/2016
Prism Work Order: 6060186
Case Narrative
06/16/2016
This data package contains the analytical results for the project identified above and includes a Case Narrative, Sample
Results and Chain of Custody. Unless otherwise noted, all samples were received in acceptable condition and processed
according to the referenced methods.
Data qualifiers are flagged individually on each sample. A key reference for the data qualifiers appears at the end of this case
narrative.
Please call if you have any questions relating to this analytical report.
Respectfully,
PRISM LABORATORIES, INC.
) t�_ A_ ?VV_1
RobbiA.Jones
President/Project Manager
Data Qualifiers Key Reference:
7z:t4__ 6cl- C_� �
Reviewed By Robbi A. Jones
President/Project Manager
BRL Below Reporting Limit
MDL Method Detection Limit
RPD Relative Percent Difference
* Results reported to the reporting limit. All other results are reported to the MDL with values between MDL and
reporting limit indicated with a J. .
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224.0543
Phone: [phone] -Toll Free Number: 1-800/529.6364 - Fax: [phone] Page I Of 9

Full -Service Anal tical &
Ism I Environmental Solutions
-�%IA80-CRIES, INC.
Sample Receipt Summary
06/16/2016
Prism Work Order: 6060186
Client Sample ID
Lab Sample ID
Matrix
Date Sampled
Date Received
MW-07R
6060186-01
Water
06/09/16
06/10/16
MW-08
6060186-02
Water
06/09/16
06/10/16
Upstream
6060186-03
Water
06/09/16
06/10/16
Downstream
6060186-04
Water
06/09/16
06/10/16
Samples were received.in good condition at 3.2 degrees C unless otherwise noted.
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone:[phone] -Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 2 Of 9

A
-� ',
Summary of Detections
//,� C3 R Full -Service Analytical &
kAi: ISM I
f I Environmental Solutions
06/16/2016
-�iUeORATORIES INQ
Prism Work Order: 6060186
Prism ID Client ID
Parameter
Method Result Units
6060186-01 MW-07R
Nitrate as N
9056A 10 mg/L
6060186-02 MW-08
Nitrate as N
9056A 26 mg/L -
6060186-03 Upstream
Nitrate as N
9056A 0.74 mg/L
6060186-04 Downstream
Nitrate as N
9056A 0.78 mg/L
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road -P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] -Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 3 of 9

A
Full-Service Analytical &
� I S M I. Environmental Solutions
®7uecaaTcnlEs, ING
Altamont Environmental Inc
Attn: Brian Gant
231 Haywood Street
Asheville, NC 28801
Project: Clement Pappas
Sample Matrix: Water
Laboratory Report
06/16/2016
Client Sample ID: MW-07R
Prism Sample ID: 6060186-01
Prism Work Order: 6060186
Time Collected: 06/09/16 10:54
Time Submitted: 06/10/16 09:03
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
knions by Ion Chromatography
ditrate as N 10 mg/L 0.10 0.018 1 9056A 6110/16 13:48 CDE P6F0234
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] -Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 4 of 9

Laboratory Report
G , Fun -Service al Solutions
s 06/16/2016
aP R I S M I Environmental Solutions
—17LA60R TORTES, ING
Altamont Environmental Inc Project: Clement Pappas Client Sample ID: MW-08
Attn: Brian Gant Prism Sample ID: 6060186-02
231 Haywood Street Prism Work Order: 6060186
Asheville, NC 28801 Sample Matrix: Water Time Collected: 06/09/16 09:58
Time Submitted: 06/10/16.09:03
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor DateMme ID
anions by Ion Chromatography
Jitrate as N. 26 mg/L 0.50 0.090 5 9056A 6/10/16 14:35 CDE P6F0234
r
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
- 449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] -Toll Free Number: 1-8001529-6364 - Fax: [phone]
Page 5 of 9

URR 'n\s/'� Full -Service Analytical &
,I� t_il I S, Y , I Environmental Solutions
-%LABORATORIES. INC.
Altamont Environmental Inc
Attn: Brian Gant
231 Haywood Street
Asheville, NC 28801
Project: Clement Pappas
Sample Matrix: Water
Laboratory Report
06/16/2016
Client Sample ID: Upstream
Prism Sample ID: 6060186-03
Prism Work Order: 6060186
Time Collected: 06/09/16 11:20
Time Submitted: 06/10/16 09:03
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Anions by Ion Chromatography
Nitrate as N 0.74 mg/L 0.10 0.018 1 9056A 6/10/16 14:19 CDE P6F0234
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, INC 28224-0543
Phone: [phone] -Toll Free Number: 1-8001529-6364 - Fax: [phone] Page 6 of 9

Laboratory Report
Full -Service Analytical 8
ap ISM I Environmental Solutions
06/16/2016
�7' 1LO P RIES, ING
Altamont Environmental Inc
Project: Clement Pappas
Client Sample ID: Downstream
Attn: Brian Gant
Prism Sample ID: 6060186-04
231 Haywood Street
Prism Work Order: 6060186
Asheville, NC 28801
Sample Matrix: Water
Time Collected: 06/09/16 10:18
Time Submitted: 06/10/16 09:03
Parameter Result Units Report
MDL Dilution Method Analysis Analyst Batch
Limit
Factor Date/Time ID
Onions by Ion Chromatography
Crate as N 0.78
mg/L 0.10
0.018 1 9056A 6/10/16 14:03 CDE P61`0234
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] -Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 7 of 9

/Al
Full-Service Analytical&
R ISM Environmental Solutions
S%—oMTORIE%INC
Altamont Environmental Inc Project: Clement Pappas
Attn: Brian Gant
231 Haywood Street
Asheville, NC 28801
Anions by Ion Chromatography - Quality Control
Level II QC Report
6/16/16
Prism Work Order: 6060186
Time Submitted: 6/10/2016 9:03:00AM
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch P6F0234 - NO PREP
Blank (P6F0234-BLK1) Prepared &Analyzed: 06/10/16
Nitrate as N BRL 0.10 mg/L
LCS (P6170234-13SI) Prepared &Analyzed: 06/10/16
Nitrate as N 3.81 0.10 mg/L 4.000 95 80-120
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-8001529-6364 - Fax: [phone] Page 8 Of 9

r
RECORD CHAIN OF CUSTODY
=
f , :
Full -Service Analytical &
Environmental Solutions
PAGE '�OF QUOTE # TO ENSURE PROPER BILLING:
YEE NIA
Samples INTACT upon arrival? - ;.-
;
, _„_,,,T ''•' �LAMRATORIES.INC.
`
NC 28217
zC
Project Name: C C �' 1 r3'
Received ON WET ICES �•�
PROPER PRESERVATIV[S Indicated?
o
o
449 Springbrook Road - Charlotte,
364 • Fax: [phone]
Short Hold Analysis: (Ye (No) UST Project: (Yes)
WITHIN HOLDING T1MES?,,
Phone [phone]
"Please ATTACH any project specific reporting (QC LEVEL 1 II III IV)
Received
Client Company Name: •&I k rrpoh ✓I✓rU�Mt/lY�kl
provisions and/or QC Requirements
I
CUSTODY SEALS INTACT?
VOLATILES rec d WIOUT HEADSPACET
D
Report To/Contact Name: (�riun C� avtr
Address: 2? I I +� wooc� Si •
Invoice To: 96,4ir� �r.��)i'
—
-
PROPER CONTAINERS ase 7
� 1/
2's I I f� S t. 40'e r" lief / v c 0woI
Reporting
Address: yi✓Du�
T.EMP:, Therm ID. �I Ob`served
yShQ r'11r� /Vc 2 $fo i
•
Phone: �f�X '-�s��3) `iU Fax (Yes) No .
Purchase Order No./Billing Reference
TO BE FILLED IN BY CLIENT/SAMPLING PERSONNEL
Email Address: �G - i ti�� /1 en ,' MLn Cc�+"I
Requested Due Date ❑ 1 Day ❑ 2 Days ❑ 3 Days ❑ 4 Days �� Days
Certification: NELAC DOD FL NC I�
EDD Type: PDF_Exc_el_Other
Be
"Working Days" ❑ 6-9 Days ❑ Standard 10 days ❑ p Pre -Approved
SC OTFIER N/A
Site Location Name:
Samples received after 14:00 will be processed next business day.
Turnaround time is based on business days, excluding weekends and holidays.
Water Chlorinated: YES— NO
Site Location Physical Address:
(SEE REVERSE FOR TERMS & CONDITIONS REGARDING SERVICES
Sample Iced Upon Collection: YES x NO
p p -
RENDERED BY PRISM LABORATORIES, INC. TO CLIENT)
CLIENT
DATE
TIME
COLLECTED
MATRIX
(SOIL,
SAMPLE CONTAINER
PRESERVA-
TIVES
ANALYSIS REQUESTED
�P REMARKS
PRISM
LAB
ID NO.
SAMPLE DESCRIPTION
COLLECTED
MILITARY
WATER OR
*TYPE
NO.
SIZE
����
HOURS
SLUDGE)
SEE BELOW
w--0-7R � -)SY M61-kr P2 25c�,M:L nUn� jC © i
1�
U
Samplers Signature/ZZ4 Y///I Sampled By (Print Name) Alex� e-(1,e V/-- I Affiliation to
Upon relinquishing, this Chain of Custody Is your authorization for Prism to proceed with the analyses as requested above. Any changes must be
submitted in writing to the Prism Project Manager. There will be charges for any changes after analyses have been initialized.
Recelved By: (Signature) fit, Mililt
Relinquished By;.(Sjgnatare) � �j !
G I U103
Comments:
SAMPLES ARE NOT ACCEPTED AND VERIFIED AGAINST COC UNTIL RECEIVED AT THE LABORATORY. '^
Fed Ex ❑ UPS Ell -land -delivered ❑ Prism Field Service ❑ Other
NPDES: UST: GROUNDWATER: DRINKING WATER: SOLID WASTE: RCRA. CERCLA LANDFILL OTHER
❑NC❑SC ❑NC ❑SC ❑NC 0SC El NC ❑SC 0NC ❑SC ❑NC❑SC 0NC ❑SCI❑NC ❑SCI El NC El SC
_ I r r, I n I 1711 ❑ ❑ GRIGINAL

i
Attachment B
Well Sampling Logs
and
Equipment Documentation and Instrument Calibration
Data Sheets

�j/ rhllL�
'�c!►t Gov?
AaAmONT EVVTROINMENTAL, INC.
231 HAYWOOD STREET. A17HL•'v1LLC. NC 2e001
TEL.e26.281.3354 FAG.13213.261,331;1
W W W.ALTAM ONTCNV{RON ME FAT A LOOM
Well Sampling Lag
PROJECT NAME; (, (,jj0/1f ,Ve4, 'zjr . w
DATE: Mfg) 5-;MI16
PROJECTNUMBER;
�{Jf/, Gf
WEATHER: 6�0s' allrr'l C&LI)
1"'.'+A
SAMPLING PERSONNEL: /1f Q(, ,�T
SAMPLE TIME: ;
WELL NUMBER;
WELL DEPTH IN FEET (WD):
WELL DIAMETER:
WATER LEVEL IN FEET (WL):
TYPE OF CASING:
LENGTH OF WATER COLUMN: ClIn FEET
MEASURING PIO .- -J-Oc;
(WD) - (WQ - (LWC)
U
FLUSH MOUNT STICKUP
ONE CASING VOLUME: r
GALLONS
COMMENTS:
(LWC) x (WCV) r, r
�+ 0 I
THREE CASING VOLUMES;
GALLONS
ACTUAL VOLUME PURGED; + 2 GALLONS
WELL CASING VOLUMES (WCV)
1" = 0.041
GPI/ri--2"-,Q.17 Gal/Ft 3" = 0.38 Gal/Ft 4" = 0.66 GaVFL 6' - 1.5 GaVFt 8" = 2.6 Gal/Ft
12" 5.8 Gal/Ft
PURGE METHOD:
BAILER -DISK BAILER-TEFLON DEDICATED PUMP
WHALE PUMP GRUNDFOS OTHER:
SAMPLE METHOD:
BAILER DI BAILER TEFLON DEDICATED PUMP
WHALE PUMP GRUNDFOS OTf IER; i
READING
TIME
GALLONS
TEMP
SPECIFIC
DISSOLVED
pH
OXIDATION
TURBIDITY
COMMENTS
PURGED
(°C)
COND.
OXYGEN
(S.U.)
REDUCTION
(NTU}
(IjS/cm)
(mg/L)
report to
POTENTIAL
0.1 S.U.
(mV)
t�7-
19-11 /
7y2,�,5"
3 g
� l Ll
l e i-l//
�1' �
r� Y
1-77, �
-7,f, 13
11
(3 Pfj
i,
[7
3,5a
,•
(600
�/1r12
,-f."
5
7
8
9
10
SAMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
500 n1LPLASTIC
250 mL PLASTIC
125 mt PLASTIC
40 mL GLASS
1 L GLASS
OTHER
PROTECTIVE CASING;
I� PAD: JK LOCK: 017 VEGETATION: C1Ii, ACCESS: -(:2L(—
Sampling Personnel Signature: �i
Date:
Notes: ° C = degrees Celsius
NS/cm = nlicPo-slemen per centimeter
mg/L = millitrrams per liter
S.U. = Standard Units
mV - miilivclt
NTU = nephelometric turbidity units
Samples are analyzed immediately upon collection.
PATemplates%GW DriJlnrg FarmstiWeli Sampling Log,xls
Page 1 of I

AAI,T.r1mONT ENyjRoNMENTAL, INC.
231 HA7N'OPI1 STREET, A6PCVILL9. NC 2e801
rFL.92e:241.333❑ r+Ac.e28.281:33Fat
W W W.AUTA N ON VE NVI RO N MG NTAL, C DM
Well Sampling Log
PROJECT NAME: c-fe pjP I,44e s (
PROJECT NUMBER: i f/ j,01
SAMPLING PERSONNEL: At J',,,[,ve-
DATE:
WEATHER: 'rcjs ur1.4C10-o
SAMPLETIME:
► ;
WELL NUMBER: J l2h l;
WELL DIAMETER: 7'
TYPE OF CASING: P. ✓e
MEASURING POINT: 'i"UC
FLUSH MOUNT/ TICK -Up
COMMENTS:
WELL DEPTH IN FEET (VdD): O
WATER LEVEL IN FEET (WL):
LENGTH OF WATER COLUMN: 4lI• %
(WD) - (WL) = (L%IJC)
ONE CASING VOLUME:
(Llb'C) x (WCV)
THREE CASING VOLUMES: 5, U
ACTUALVOLUME PURGED: �'6r
FEET
GALLONS
GALLONS
GALLONS
WELL CASING VOLUMES (WCV)
1' = 0.041 Gal F ' - 0.17 Gal/Ft 3' - 0.38 GaVFt 4' - 0,66 Gal/Ft 6' - i.5 GaVFt S' = 2.6 Gal/FL
12" = 6.8 Gal/Ft
PURGE METHOD: AILER-DISP. BAILER-TEFLON DEDICATED PUMP
SAMPLE METHOD: AILEB-_M . BAILER-TEFLON DEDICATED PUMP
WHALE PUMP GRUNDFOS OTHER:
WHALE PUMP GRUNDFOS OTHER:
READING
TIME
GALLONS
PURGED
TEMP
VC)
SPECIFIC
COND.
Os/cm)
DISSOLVED
OXYGEN
01910
pH
(S.U.)
report to
0.I S.U.
OXIDATION
REDUCTION
POTENTIAL
(MV)
TURBIDITY
(NTU)
COMMENTS
2
l i t
1, `� S"
1z,Lr•�
s'-�+ryi
z1 .s
1,013. 3
3 i I it
10,41
'? 30'6'
R C, 7
5
6
7
8
9
10
SAMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
500 m L PLASTIC
250 m L PLASTIC
125 mL PLASTIC
40 mL GLASS
1 L GLASS
OTHER
PROTECTIVE CASING: Nf PAD:
UOACCESS: O%rC
Sampling Personnel Signature:
(�
Date: A/01'
[dotes: ° C = degrees Celsius
VS/cm = m1cro-5lemen Gar centimeter
mg/L = milligrams per liter
S.U. - Standard Units
mV= millivolt
NTU - nephelomeUic turbidity units
Samples are analyzed immediately upon collection.
P:1TemplateslGW Drilling FormslWell Sampling Log.xls Page 'i of 1

E NGIN.EERI,NG 8e H YDq•OGEOLOG V
231 MAY -WOOD STHEET, ASIIE'JILLE. NC 20301
Trj_P26.265.3350 rAC.82e,ZB1,33S1
W WW.ALTAHONrg Nvs"CNMGNTAL,C OM
Well Sampling Log
PROJECT NAME: eM e qi �/ �' rt /IJ
DATE: '
PROJECT NUMBER: �3"c-1,r J
WEATHER: ( :� SFr, Cl' t✓.4�r tJ
SAMPLING PERSONNEL: /I/
SAMPLE TIME: it5rq
WELL NUMBER: 41
WELL DEPTH IN FEET (WD):
WELL DIAMETER: 2 ' `
WATER LEVEL IN FEET (WL):
TYPE OF CASING: h
LENGTH OF WATER COLUMN : S- �(�
FEET
MEASURING POINT: 7-0 C
(WD) - (WL) = (LUNG) J
FLUSH MOUNT STICK-UP
ONE CASING VOLUME: l C%
GALLONS
COMMENTS;
(LWC) x (WCV)
THREE CASING VOLUIVIES:
GALLONS
ACTUAL VOLUME PURGED: �' �5.
GALLONS
WELL CASING VOLUTAES (WCV)
1' = 0.041 G I/Ft -� 17 Gal/Ft
3" = 0,38 GaVFt 4' a 0.66.Gal/Ft G' - 1.5 Gal/Ft 8" = 2.6 Gal/Ft
12" = 5.8 Gal/Ft
PURGE METHOD: BAILER-DIS P.1i BAI LER-TE FLON DEDICATED PUMP
WHALE PUMP_ GRUNDFOS OTHER:
SAMPLE METHOD: • BAILER-DISP BAILER-TEFLON DEDICATED PUMP
WHALE PUMP GRUNDFOS OTHER:
READING
TIME
GALLONS
TEMP
SPECIFIC
DISSOLVED
PH
OXIDATION
TURBIDITY
COMMENTS
PURGED
(°C)
COND.
OXYGEN
(S.U.)
REDUCTION
(NTU)
(PS/cm)
(mg/L)
report to
POTENTIAL
0.1 S.U.
(n1V)
11'(e00
(3&
J,6
13g G
a 1
I I S 0
(125
1Kr(
i1�(
.�tG
S 30
231e 3
I %jq
3
l I fi `r
? 15
f 3e7,T
10
3. 3
$, 31
2W. T
I •G�
4
I iCj
3,7s
t3
-s.L/G,
S'13.Z
7
5
5
i
8
9
10
SAMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
500 mLPLASTIC
250 mL PLASTIC
125 mL PLASTIC
40 mL GLASS
1 L GLASS
OTHER
PROTECTIVE CASING: d� PAD: 0 f1
LOM. cif VEGETATION: 01, ACCESS: Ii
Sampling Personnel Sllnature: > ray =-
Date:
Notes: 'C=degrees Celsius
VS/cm = rnicro•Siernen per centhneler
nlyi• G milligrams per liter
S.U. Standard Units
mV millivolt
NTu - nephelometric turbidit�i units
Samples are analyzed Immediately upon collection.
PATernplales%GW Drilling FDn11s=ell Samplirg Loy.xls - Page 1 of 1

ALTM14N71. ENVIRONMENTAL , INC.
r
251 HAYWOOD STRCGT. A_711CVILLE. NG 28B01
TE:L,828.281.3360 FAc,828.281,3351
W W W. A 9.7AMONT6NV I RON N G NTRL.0 OM
Well Sampling Log
PROJECT NAME: C1 �11f Gr ;¢,S�✓� rta liVl:
PROJECT NUMBER: 2c)RI.0(
SAMPLING PERSONNEL: i�[���1.v r
DATE: S %„
WEATHER: CO,, f7crclClOvd,�
SAMPLE TIME: joi,13
WELL NUMBER: lam- 71(
'NELL DIAMETER: Z"
TYPE OF CASING: P VC,
MEASURING POINT: "C G
FLUSH MOUNT /STICK-UP
COMMENTS:
WELL DEPTH IN FEET (WD): 7
WATER LEVEL IN FEET (WL):, C19
LENGTH OF WATER. COLUMN: CA FEET
(WD) - (WL) = (LWC)
ONE CASING VOLUME: 1, � � GALLONS
(LWC) x (WC%q THREE CASING VOLUMES: Z, L ? GALLONS
ACTUAL VOLUME PURGED: 3 1 77 GALLONS
WELL CASING VOLUMES (WCV)
1" = 0.041 Coal/Ft~? - 0:17 G@VFt 3' = 0,38 Gal/Ft 4' = O.G6 Gal/Ft 6° = 1.5 Gal/Ft 8' - 2.6 GaVFt
12" 3 5.8 Gal/Ft
PURGE METHOD: BAILER-DISP. [SAILER-TEFLON DEDICATED PUMP
SAMPLE METHOD: - 1LER-DIS BAILER-TEFLON DEDICATED PUMP
WHALE PUMP_GRUNDFUS OTHER:
WHALE PUMP GRUNDFOS 07HER:
READING
TIME
GALLONS
PURGED
TEMP
(°C)
SPECIFIC
COND.
Ws/cm)
DISSOLVED
OXYGEN
(mg/L)
pH
(S.U.)
report to
0.1 S.U.
OXIDATION
REDUCTION
POTENTIAL
(mv)
TURBIDITY
(NTU)
COMMENTS
1
(U 31-(
? 0e
`?.fie(
�, 73
I qc)5-
a
((A
t 1 13
-3�
(
7,90
`�. �r f�
o , 2
3
..
( 1
1j
(77,3Y
r
1,if6
ZY
5.LtS"
206",
4
t. 3
�
3. 3
[Old
7,
5�q
ZIf 10
1
F
G
7
8
9
10
SAMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
500 rnL PLASTIC
250 rnL PLASTIC
125 mL PLASTIC
40 mL GUASS
1 L GLASS
OTHER
R
PROTECTIVE CASING.-ri PAD. 0'/i LOCI(: 10!% VEGETATION: rV 'i ACCESS: C)
i
Sampling Personnel Signature: ` / \� =
Date:�61
Notes: QC= degrees Celsius
US/C1n - micro-Siemen per centimeter
mg/L= milligrams per liter
S.U. = Standard Units
rnV nillilyclt
NTU = nephelometric turbidity units
Samples arc analyzed immediately upon collecllan.
PffemplaleslGW Drilling Forms10e11 Sampling Log,xls
Page 1 of 1

a
231 HA' NV04?V STRGF-r. A511EVILLE, NC 28801
TEL.e2e.2e1.3350 rnc.020.281.0051
WWW. ALTA MONTCNVJ"0O 4M CNTA L.COM
Well Sampling Log
PROJECT NAME: �1ti1,+1t f u.
PROJECT NUMBER: t cl�l.ill
SAMPLING PERSONNEL:. L f LU
DATE: 611-1116
WEATHER: "a; c /Gr4 v G✓ii
SAMPLE TIME: I j(ICi
WELL NUMBER: /Vj.y f--
WELL DIAMETER:
TYPE OF CASING: FVC
MEASURING POINT: ` c)c,
FLUSH MOUNT I STICK-U
COMMENTS:
WELL DEPTH IN FEET (WD): . 1t?
WATER LEVEL IN FEET (WL): LI
LENGTH 0; WATER COLUMN : ` �. P. FEET
(WD) - (WL) = (LWC) �
ONE CASING VOLUME: l/, fj(7 GALLONS
(L 1 ) x (WC,V)
THREE CASING VOLUMES: 2-08-C GALLONS
ACTUAL VOLUME PURGED: ;�,X :2 ? 5GALLONS
WELL CASING VOLUMES (WCV)
1' = 0.041 af,'Ft .17 Gall/Ft 3" = 0.38 Gal/Ft 4.' = 0.66 Gal/Ft 6" _ L5. Gfll/Ft 8" 2.6 Gal/Ft 12' = 5.8 GaI,/Ft
PURGE METHOD: BAILED-DISP. BAILER-TEFLON DEDICATED PUMP
WHALE PUMP GRUNDFOS OTHER:
SAMPLE METHOD: _BAILER-DISP BAILER-TEFLON DEDICATED PUMIP
YVHALEPUMP GRUNDFOS OTHER:
READING
TIME-
GA S
PURGED
TEMP
("C)
SPECIFIC
COND.
(us/cm)
DISSOLVED
OXYGEN
(mg/L)
pl-I
(S.U.)
report to
0.1 S.U.
'OXIDATION
REDUCTION
POTENTIAL
(mV)
TURBIDITY
(NTU)
COMMENTS
SO 5
15 3 ,S
C. `j
i 5" . k
!�; ti 9
rah'
IGG.0
�Qe7
is
SAMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
500 mL PLASTIC
r
"ros
250 mL PLASTIC
r
I' Pira/
125nit. PLASTIC
0u Ova 11u:o / ri
40 ml. GLASS
3
T v L'
1 L GLASS
071-IER
PROTECTIVECASING: ()- PAD:Q. LOCI{: RIO
VEGETATION: GI :( ACCESS: i/Il
Sampling Personnel Signature:
rdr �
Date: fGr ��•
Notes: °CedegreesCelsius
uS,/cm = mlcro-Slemen psr centimeter
mg/L- milligrams per liter
S.U. G Standard Units
mV = rrifliiuolt
NTU = nenhelornetric turfiidlty units
Samples are analyzed immediately upon collection.
P.WamplaleslGW Drilling Forrns\Well Sampling Log.xls
Page 1 of 1

'E N GIN—cEnING f I -I yDR"OGEDL00V
231 HAYWOOD STREET. ASHEVILLE. NC 2ee01
TEL,828.281.3350 FAC.82B.281.3351
W WW.ALTAMorJTY.IYV I NON M E NT A L.GOM
Well Sampling Log
PROJECT NAME: C Plyle 4 !'J r
DATE: 1311-111,10,
PROJLCTNUM13ER: 20- or
WEATHER; Z) rf-)ly
SAMPLING PERSONNEL: I'r Q4„�,,,✓
SAMPLE TIME; OAS -
WELL NUMBER:
WELL DEPTH IN FEET (WD):, r ( G
WELL DIAMETER: 18AMI' n
WATER LEVEL IN FEET (WL).
TYPE OF CASING: 19 I!C
LENGTH OF WATER COLUMN : Sx
FEET
MEASURING POIN • 1_0 C
(WD) - (WL) _ (LWC) f /
�1 �f
P
FLUSH MOUNT/E93cf
ONE CASING VOLUME: !
GALLONS
COMMENTS: ,'led dry Tii ¢er
(LWC)x(VJCV) �' G
C' o7
GALLONS
WON Kllv&4. Atl 1 we ka r C!^
,I-r� -1-k4 n
THREE CASING VOLUMES: _
ACTUAL VOLUME PURGED: e J S 6
GALLONS
WELL CASING VOLUMES (WCV)
:L' = 0.041 Geyf_,2 Q.17 Gal/Ft 3' = 0.38 G8VF1 4" = 0.6G Gal/Ft 6" =1.5 Gal/Ft 8" = 2.6 Ga1/FL
12" = 5.8 GaVFt
PURGE METHOD: BAILER DISP. RAILER-TEFLON DEDICATED PUMP
WHALE PUMP GRUNDFOS OTHER:
SAMPLE METHOD: BAILER DISK BAILER-TEFLON DEDICATED PUMP
WHALE PUMP GRUNDFOS OTHER:
READING
TIME
S
TEMP
SPECIFIC
DISSOLVED
pH
OXIDATION
TURBIDITY
COMMENTS
PURGED
('C)
COND..
OXYGEN
(S.U.)
REDUCTION
(NTU)
(1aS/cm}
(mg/L)
report to
POTENTIAL
0.1 S.U.
(mV)
1
IL 23
(S.S
��
31r'1
�`,3�
r<�rG
�C/'�G
3
Illo
ed �, 1A1,
'to rocl,olw
5
G
7
8
9
10
SAMPLING CONTAINER
NUMBER OF CONTAINER$
REQUESTED ANALYSIS
500 mL PLASTIC
250 mL PLASTIC
125 mL PLASTIC
140 mL GLASS
1 L GLASS
OTHER
PROTECTIVE CASING: UT PAD: L
LOCK: 01"C VEGETATION: d�ACCESS: �l
Sampling Personnel Signature: � a
Date: S��i/
�L
Notes: 'C-degreasColslus
pS/cm = microSiemen per centimeter
mg(L - milligrams per liter
S.U. = Standard Units
Inv w millivolt
NTU - nephelometric turbidity units
Samples are analyzed immediately upon collection.
PATemplates%GLV Wiling Ferm6lWell Sampling Log.xls Pane t of 1

• •
N-G 1 14 F F. R I N c• &; 1'? Y P R
231 HAYWOOD 5TRr:ET. ASIICVILLI,, NC 7.13B01
TV L.112B.201.3350 FAc.020.207.23 61
www.11 LTM1i19Nrr.r1Y1 RONM4"r A k,-fl
Equipment Documentation & Instrument Calibration Data Sheet
Calibration Documentation /
Prajent Name: cl.-CAle ll' ?401/Af C".- Jrar-Rj2!¢ Person Conducting Calibration: PS✓ t!/~
Project f-Jumber. 7 GT /}.g J Date of Calibration: jr f /16
Project Location: Date of Field Measurements:
Equipment Documentation
Equlpmenter meters used to take measurements (e.g. water level meters, survey equipment, etc.):
Equipment Type
Serial Number
Brand
Date of Use
1504tVia ter Level
26154
Soiinist
150-it Water Level
22754
Solinist
150-ftWater Ledel
150
Testtvall
1504t Drawdown
i1AP30.1527
QEC
o therI
I
1✓ efvw l
Micro TPW Turbidity Meter
Calibration Standards
Exp Date
I Instrument Instrument Reading
Serlal 0
i 0.02 NTU 10.0 NTU 1 1000 NTU
Initial:
200601045 Cal: �.
Times
Inlllal:
l.� o�
Cal: `c%, i/
Initial:
P11;
Time: q,,Zg
me:ZG1
YSI 556 Multiparameter Meter
Instrument Serial Number I12.1.101057
Instrument Readings
Calibration
Expiration Date
Dissolved Oxygen (Initial: +�? (Cal: C r� Immft
Time: + I I
hJP.
pH 7 S.U.report to 0.1
S.U.
Initial- r,�
PH
Cal: 7
-
Gal: �
=--._�l/_—
C-11:
16 &u
pNmV:
Time:
PH 4 S.U. �P ort to 0.1
S.U. -
pH 10 S.U. report to
0.1 S.U.
IniliaI*
-
---.- .-M —
Initial:
�"? 7
p1imV;
----- --
pHmV:
pNnhV:
Time: �rJCY
pHmV:
Time;
PM Time:
Check:
QC* pH 7 S.U. report
to 0.1 S.U.
Nil Tint �
Ibleas�-7 0
2
NIM Day Tim ;
Check, — -
Spec. Cond.
1413/447/84/23
QC* 84 pS/cm
Initial:
q�2—
Mel Time: 651,11,
Cal:
/f,o&
Meas: a
Time:
91
PM Time:
Check:
Mid Day Time:
Check,
d
ORP 240 mL'
Initial: Cal: gr� ceITime: 01 *)
.211 I
I
Comments:
Notes:
1. Electronic equipment calibrated according to the manufacturer's operat'on manual,
2, Specific Conductivity shotad bo call4ratod according to values representative of historic range.
3. Order of Calibration is as follows: Specific Conduclivilk, pH 7, pH 4, pH 10, ORP, QC checks.
4. QCAoceptable Ranges: pH +/• 0.1S.U, and Specific Conductivity IV, of the true value. If readings are cut of these ranges, motor
needs to be recallbraled. '
S. * Indicates that a QC check must he performed in the morning, afternoon, and the end of the day, or every four hours;
6. ** Indicates to chose a Spedific Conductivity buffer of 1413, 447, Be, or 23 mS which Is closest to historical readings from the p•aject location.
P;NTi;mph1astj;W-bW1q Farris%CDabratlbn Data Shmi YS1 556-nrj 2 Page I of I

I,
AA1
K01212ar.�iMEBUIu_I_Lz_•�.r��r
E m G I N E@ if I tj G & I-I� Y b I1,0 G 1- 6 L O G Y
231 HAYWOOD STfl EET. r1511EVILLC. NC 2eeol
T[L.BZ8.2 t31.93.�iD FnC.II26261.335t
www.ALTAt.I[)N7CNYIftoNdICNTAL,CON
Well Sampling Log
PROJECT NAME: vlemau F E . -I,S
PROJECT,NUMBER: �QS`},0)
SAMPLING PERSONNEL: ' A Li
DATE:
WEATHER: 2C�
SAMPLETIME: OS
WELL NUMBER: 1>fsW-�/'�
WELL DIAMETER",
TYPE OF CASING: p'1C,
MEASURING POINT: TOO
FLUSH MOUNT/ STICK UP
COMMENTS: a�lGtkr� lhlrrir% 1 i 5� '�'Vrb+ys�X/
�Or rrn i�t Cul�r
>>t fa "'A-(1 6z re s"qplf L'Ifrc- bl).
WELL DEPTH IN FEET (WD):
WATER LEVEL IN FEET (b1WL): (1,9P
LENGTH OF WATER COLUMN: .: FEET
(%A/D) - ('NL) _ (LWC)
ONE CASING VOLUME: 2 GALLONS
(LLL'C) K (WCV)
THREE CASING VOLUMES: 7 GALLONS
ACTUAL VOLUME PURGED: / ! �'�1C GALLONS
WELL CASING VOLUMES (WCV)
1" 0 0.041 GqVFt—,-2"--,Q.17 GziVFt 3" - 0.3b GaVFt 4" - O.GS Gal/Ft 6" =1.5 GaVFt 8' - 2.G Cal/Ft
12' - 5.8 GaVFt
PURGE METHOD: BAILER-DISP. BAILER-TEFLON DEDICATED PUMP
SAMPLE METHOD: BAILER-D S . BAILER-TEFLON DEDICATED PUMP
WHALE PUMP GRUNDFOS OTHER:
WHALE PUMP GRUNDFOS OTHER:
READING
TIME
-GAt ONS
PURGED
TEMP
("C)
SPECIFIC
COND.
0p5/cm;
DISSOLVED
OXYGEN
Org/L)
pH
(S.U.)
report to
O.i S.U.
OXIDATION
REDUCTION
POTENTIAL
(mV)
TURBIDITY
(NTU)
COM TENTS
1/0
.�,
i�,3p3
z2
7, 3rSl,�c
2
11J L
t+V
I q + ! )
:a/ 5-
:5, 0'-fr
J �� S
f / �3
fir•_ I �r
3
(Oyg
2.0
19,10
2-a
err �
S, •3�1-
1 IS--7. Z
4
to"i
1"
tG a
�, >r
5, ��
1 � �, 3
`7.22..�
5.�
7
8
9
10
SAMPLING CONTAINER
NUIOBER OF CONTAINERS
REQUESTED ANALYSIS
5CO inL PLASTIC
250 mL PLASTIC
}rVr-
125 mL PLASTIC
40 mL GLASS
1 LGLASS
OTHER
PROTECTIVE CASING: DIc' PAD:LOCK: VEGETATION: Uii ACCESS: U�
Sampling Personnel Signature:
Date:���//
Notos: "C = degrees Celsius
IaS/cm = micro-Siemen per centimeter
mg/L - millig)-ams per Titer
S.U. = Standard Units
mV - millivoic
NTU = nephelotretric turbidity Units
Samples are analyzed imniediately upon Goilection.
PATemplales%GW grilling Furns 'Vell Sampling Log.xis Page 1 of 1

.ALT-AMO 11%T' E-NN7 ON- MENTAL, fNC.
231 HAY'NDDD,STREET. ASrrEYILLE. yG z8801
TEL.8%8.291.3350 PAC.U29.201:3351
•NW V.I. ALYA MONTENVIROTIMLNTAL, CDM
Well Sampling Log
PROJECT NAIAE: rf Pill m 'G -f . -W. omhor�,I 2i?- ry('l
DATE: y
PROJECT NUMBER: �GP1,Ur
WEATHER: %rj �rl6tf
SAMPLING PERSONNEL: �pjj4�'
SAMPLE TIME: G $
WELL NUMBER:
WELL DEPTH IN FEET (WD): l 3
WELL DIAMETER: �2-"
WATER LEVEL IN FEET (�"/L): (J t-
TYPE OF CASING: r111c
LENGTH OF WATER COLUMN: 3,
FEET
iMEASURING P01MT: 't'rJC
FLUSH MOUNT/. 'TICK -UP
(N1D) - (WL) _ (LWC)
ONE CASING VOLUME: 0 76
GALLONS
COMMETITS:
ONC) x (WCV) j 7
�J
THREE CASINGVOLUMES : 6� '
GALLONS
_
ACTUAL VOLUME PURGED: s r17' 2. 1S GALLONS
WELL CASING VOLUMES {WCV)
1" OA41 GPJ/F "" D.17 6aI/Ft 3" = 0.38 Gal/Ft 4" = 0.G6 GaVFt G' =1.5 GIVFt 8" = 2.,6 G.11/Ft
12' = 5.8 GaIJFL-
PURGE METHOD: AILER-DIS BAILER-TEFLON DEDICATED PUMP
WHALE PUMP GRUNDFOS OTHER:
SAMPLE METHOD: BAILER DIS BAILER-TTEFLOI DEDICATED PUMP
WHALE PUMP GRUNDFOS OTHER:
READING
TIME
L S
TENIP
SPECIFIC
DISSOLVED
PH
OXIDATION
TURBIDITY
COMMENTS
PURGED
(°C)
COND.
OXYGEN''
(S.U.)
REDUCTION
(NTU)
(Ps/cm)
(hig/L)
report to
POTENTIAL
0.1 S.�U+..
(mV)
.L
1 �r
_-1
i �1 IJ�
�•,'i
lI
rl�(J
1
I'�f i
�y
JV
2
.7s
�.2
6
�-f � 2�
1GsT, �
�-I3, '7
4
G15(r
9-C
2 ,72
�', 3
G
T
s
�.o
SAMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
500 mL PLASTIC
250 mL PLASTIC
r ¢G. nwr? {!J (%ti%r �Ii�� �c/
125 mL PLASTIC
40 mL GLASS
1 L GLASS
OTHER
PROTECTIVE CASING: Q ram. PAD:. �'I'~
LOCK: Ok VEGETATION:QJr ACCESS:
Sampling Personnel Signature;
Date: � f�
Notes: C = degees Celsius
tIS/cm = micro-Siemon Per centimeter
m1/L = milligrams per her
S.U.- SLandard Units
mV = millivolt
NTU - nephelometric ttrrbidityunits
Samples are analyaed immediately upon ccllevtipn.
P:1Templates\GVJ Drilling FormslVJell Sampling Log.xis page t of 1

w4a a VL•0 0 w,•
NG I mr-r-RING & I -I YDR00[4 L-O
231 1-1AYYV0OD STREET. AE5t1EVILLE, NC 28861 11
'rEL.a28.281.3364 r-AC,828,281.3351
WWW.ALYAMONYCNVIROrIMEvNTAL.COM
Surface Water Sampling Log
PROJECT NAME: 1tgQ�y¢ f, !--SaM�lf
PROJECT NUMBER: C ,Or
SAMPLING PERSONNEL:
DATE: 6M16 '
WEATHER: 7S ( 47
SAMPLE NAME: () j226li Q
COMMENTS: W0-(er is MUCKY
G#4 nil
lfdm
01 mal.'q S
Ski A
on SaLfatcorma
SAMPLE METHOD: GRAB SYRINGE PUMP BAILER-0ISP. OTHER:
TIME
TEMP
PECIFIC
COND.
(uS/cm)
DISSOLVED
OXYGEN
(mg/L)
pH
(S.U.)
report to
0.1 S.U.
OXIDATION
REDUCTION
POTENTIAL
(rnV)
TURBIDITY
(NTU)
COMMENTS
1 r 2-a
17ye)
7, qs
SAMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
A
500 mL PLASTIC
?50 mL PLASTIC
L25 mL PLASTIC
10 mL GLASS
L L GLASS
DTHER
/EGETATION: /' ACCESS: OA-
�ampling Personnel Signature:
Date:
Notes: "C = degrees Celsius
pS/cm = micro-Siemen per cubic centilrieter
mg/L - milligrams per liter
S.U. = standard units
mV = millivolt
NTU - nephelometric turbldity units f
Samples are analyzed immediately upon collection.
G:\Templates\Groundwater & Drilling Forms\Groundwater or Surface wator\Surface Water Sampling Lag -REV 1 Page 1 of 1

1 y o y
INEERING FjC l-1 Y D R 0 G- E D L O G ,Y _--_I
231 HAYW000 STREET. AsHEV1LLE, NC 28801
TEL.[phone] FAc,a%8.281.3351
W WW.ALTAMONTENVIRONMENTAL.GOM
Surface Water Sampling Log
PROJECT NAME: jyJ G,
PROJECT NUMBER: ZCK404
SAMPLING PERSONNEL: Qf'
t
DATE: 6/q
WEATHER: ZE cis
SAMPLE NAME: bvrl"M
COMMENTS:
d1ovr54rew rrjfn ge
SAMPLE METHOD: GRA SYRINGE PUMP BAILER-DISP. OTHER:
TIME
TEMP
(0C)
SPECIFIC
COND,
(Ps/cm)
DISSOLVED
OXYGEN
(mg/L)
pH
(S.U.)
report to
0.1 S.U.
OXIDATION
REDUCTION
'POTENTIAL
(mV)
TURBIDITY
(NTU)
COMMENTS
7.32
SAMPLING CONTAINER
NUMBER OFCONTAINERS
REQUESTED ANALYSIS
500 mL PLASTIC
250 mL PLASTIC
fUl' 1` %t Py fir` r,�'r'fi ,
3.25 mL PLASTIC
40 mL GLASS.
1 L GLASS
OTHER
VEGETATION: ©j� ACCESS: QW
Sampling Personnel Signature:
Date:EIVL141-1
Notes: °C=degrees Celsius
16/cm = rnicro-Siennen per oubie centimeter
myL = milligrams per liter
S.U. = standard units
mV = millivol t
NTU = nephclometric turbidity units
Samples are analyzed immediately upon collection.
G:\Templates\GooundWater & Drilling Forms\ Groundwater or Surface wator\Surface Water Sampling Log -REV 1 Page 1 of 1

N 4.1' TN E � A.!:N Via.- a��H Y'D rt:U;tY.G O��L [I [i Y .
2.3-t 1i,AY WO_oQ Sift P. CT,, .'A S/IrVIL4 [. NC 2aB77
T r. L, u 29i 2 u 13 , 313(3' FA c, aa.281.'33G1
W W W.AL'rA flG NTCf{YI QO NfIQMT/�L.COf1
Equipment Documentation & Instrument Calibration Data Sheet
I
r Caffhiatfon Doaumehtatron
Project Name. ( f.�rjf jj . Pei if ��1/ /�0{7 �'iuf`rn4 tqe-S,n2�l e Person Conducting Callbiation:
PrdJectNumber' f 6l,(j Date of Calibration: (� r
PicJeat Location: - A,rtAt' ✓' l e; A10 Date of Field W66Vromonts:
Equipment Documentation
Equl mans ar rnateis used to take nieasuromdnts (e.;. water level meters, survey etilulpment, etc.):
Egliip"_in *ype;
Serlai Number
Orapd
Datii,of Uso
150-ftWafer Level
26154
Solinist
150-fi Water Level
22754
Sollnlst
-
1504t Water Lc+lcl .
ISO
Testwell
150•ft Drawsi7wn
<v1P301527
QED
61.h&
ie
G %9 % 6
Mirrn.TPW Titibiditb MeiAi
Calibration Standards
Exp Date
Instrument
I Serial N
Instrument Residing
_
0.02 NTU I - 10.0 NTU
i 1000,NTU
200601045
Initial:1
171
Initial: N71 .
InfCiar.lnl�
f=
Coll
°^0z__
Cal:
to. iJ
Cal:
i oo✓
Time: 8Z7
Tirre: $ZS
Time:
YSI 556 Multinarametei Melee
Instrument Serial Number j12L101057
instrument Readings
Calibration
Expiration Dato
DissoWedoxygen ilnitial:I ICal: �A ImmHg:7G'S*Z ITlmc: d I
NA
pH 7 S,U. report to 0.1
S.U.
Initial:
7t117
pHmV:
Cal:
-- - —
pHmV':
Time•
---
pH 4 S.U. reFariio D.1
S.U.
Inital: - - -
- — __
pHmV:
Cal:
pHmV:
Time:
01110$.U. report to
0.1 S.U.
Initinb
�� t�
cNmy:
Cal:
Col�
pHmV:
Time:
- _
QC*.pH 7 S.U, repoel
AMTime: R'r0eas:,7'
a
'
Mld Oay Time:
Ch ecic q
PfNThme:
.._ _-
Check:
- �---- — —
to 0.15.U.
O
Spec. Cond.
Initial:
Cal:
Time:
1413/447/84/23.
G� O Z
V jrf�o
Qq,1 84 1.5/cm
AM Tlme:
Meas:
said Day Time:
Check: i PtA Time:
Check:
ORP 240 mV Initial:2C 7 Cat: 7 q 7, Tuns:
Comments:
Notes: '
L �Icctronlc equipm ent call bia tcd acgarding to tho manufacturer's operation manual.,
2. Specific Conductivity should be callbrated according to values representative of historic range.
3, Order of Ca3bratlon Is as follows: Specific 4onductivlty, pH 7, pH 4, pH .10, ORP, QC check.
4. QC Acceptable Ranges: pH +/- 0.1 S.U, and Specific Conductivity 10% of the true �•aluo. If readings are out of those range, meter
needs to bo recallbtated.
5, * Indicates thata QCclieck must be peilomied in the morning, aftarncon, and ttio ondof the day, or every four hours..
6,, * Indiates to chore a Specific Conductivity Buffer c11413, 4471 84, or 23 niS which Is closest to historical readings. frail the picJect laatlon.
F.:\Temn etasjGN'•Dril ingFcrms\Colibral:vn Data 5F.aatV& 55G•1102 hd3e i or
- i

Attachment C
DEQ GW-59A
Compliance Report Form

Gam'' 59A COMPLIANCE REPORT FORM Permit # WQ0004797
(Sufinilt one each' nipnilgringperiorl with Gfh_i,9fornaj
1
Enter date monitoring results were due. (6/ao/2ol6) Will this monitoring report (GW-59 and GW-59A)
YE, S
NO
be submitted after the established due date?
X
2
Was any required information missing on the G`V-59 report forms?
YES
NO
IF the answer fo question 9 or 2 is "YES", list in the space provided below the well identification number(s) and
explain the problems encountered in obtaining the required information.
3
Are any of the monitor wells in need of repair or maintenance (damaged casing, unlocked or missing cap, missing
YES
NO
identification plate, area overgrown, etc.)? If the answer is "Yes", es", contact the Regional Office for guidance.
X
4
Are any monitored constituents equal to or above the established standards?
YES '
NO
if the answer to question 4 is "NO", skip to section 8.
if the answer to question 4 is "YES" list the affected wells individually with constituent(s) and concentration(s)
exceeding standards in the space provided below.,
Total Organic Carbon (Limit = 10 mg/L) - MW-7R: 13.5 mg/L; MW-8: 15.0 mg/L; MW-9: 15.0 mg/L
Nitrate (Limit = 10 mg/L) - MW-7R: 11.2 mg/L; MW-8: 19.1 mg/L
5
For the constituents identified in question 4 above, have standards been exceeded previously for the
YES
NO
same constituent(s) in the same well(s) in the last two years?
X "
If the answer to question 5 is NO", skip to section 8.
If the answer to question 5 is "YES", list in the space provided below, each well with constituents) exceeding
standards, concentrations) reported, and sample collection date for each occurrence (for the last two years).
TOC:
11/04/15: MW-8 = 15.0 mg/L Nitrate: No exceedances in any monitoring wells in last two years.
5/13/15: MW-5 = 21.0 mg/L, MW-8 = 19.7 mg/L
11/18/14: MW-4 - 28.7 mg/L, MW-5= 16.0 mg/L, MW-6 = 16.3 mg/L, MW-7R = 19.1 mg/L, MW-8 = 54.0 mg/L
5/22/14: MW-8 ='17.6 mg/L ,
Are the monitoring wells listed in section 5 located at or beyond the review boundary?
YES
NO
MW-7R, MW-8, and MW-9 are beyond the review boundary.
.X
If the answer is "YES", a groundwater quality problem maybe occurring. CONTACT THE REGIONAL
OFFICE IMMEDIATELY FOR GUIDANCE. If the answer is "NO", monitoring wells maybe improperly
located; contact the Regional Office.
7
Is the permittee implementing previously approved actions required by the Division involving this
Y) S
NO
groundwater quality problem?
X
If the answer to question 7 is "YES", describe those actions in the space provided below.
If the answer to question 7 is "NO" contact the Regional Office within 90 days: an evaluation may be
required to determine the impact the waste disposal system is having at the review and compliance
boundaries surrounding this facility. Failure to do so may subiecfthe permlttee to a Notice of Violation,
fines, and/or penaltles.
Total Organic Carbon (TOC), VOC, and SVOC analyses were completed for all samples during the
May 2007 groundwater sampling event. The TOC is not attributable to VOCs or SVOCs and is
possibly naturally occurring.
g
The person completing this portion (GW-59A) of the monitoring report should sign below and submit this
form with GW-59 forms for required wells to the address provided at the top of the current GW-59 form.
ll hereby acknowledge a above inf� rm_ation evaluated and the information submitted in this 1
lreport_(Corimpliance -port _ _ 'S i rt�e and om' lete to the"best of my, knowledge.___
Signature of Per ee (or Affb&zod Agent) Date
GIV-59r1 1202003•

Attachment D
DEQ GW-59
Groundwater Quality Monitoring:
Compliance Report Forms

ovolvll l PVKNI UIV T r-LLUUY r Arr-m ONLY
-i •i DEPARTMENT OF'ENVIRONMENT $ NATURAL RESOURCES
:
GROUNDWATER QUALITY MONITORING: DIVISION OF WATER RESOURCES -;INFORMATION PROCESSING UNIT
COMPLIANCE REPORT FORM 1417'MAIL SERVICE CENTER, RALEIGH, NC.276S9-1617 'Phone;, 919-807-63.06
FACILITY INFORMATION Please Print Clearly or Type PERMIT Number: Expiration. Date: 8 /31 / 2 0 2 0
Facility Name: Clement Pappas Non -Discharge WQ0004797 UIC
Permit Name (if different):. NPDES Other
Facility Address: 125 Industrial Park TYPE OF PERMITTED OPERATION BEING MONITORED
Hendersonville (street) NC 28792 County Henderson ❑ Lagoon ❑ Remediation: Infiltration Gallery
(City) (state) (zip) ® Spray Field ❑ Remediation:
Contact Person: Mr.. Blake Kehoe Telephone#: 8 2 8 - 6 93 - 0 711 ❑ Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: Irriqation Area No, of wells to be sampled: 6 ❑ Water Source Heat Pump ❑ Other:
(from Permit)
WELL ID NUMBER (from Permit): MW- 4 Date sample collected: 5 / 4 / 2 016 FIELD ANALYSES:
Well Depth: 18_2Lft. Well Diameter: 2 in. pH 00400: 5 . 97 units
Depth to Water Level 82546: 8 , 43 ft, below measuring point Screened Interval: 8*ft. t015_1*ft. Spec. Cond. 00094:
Measuring Point is 2 . 43 ft. above land surface Relative M.P. Elevation: 2063. 77 ft. Odor 000m: non
5 . 2 5 *screened interval is relative to land surface
Volume of water pumped/bailed before sampling: gallons Appearance
Samples for metals were collected unfiltered: El YES ❑ NO and field acidified: ❑ YES ❑ NO
Date sample analyzed: varies; see analytical report Laboratory Name: Pace Analytical Services
PARAMETERS NOTE: Values should reflect dissolved and colloidal concentrations.
COD 00335
mg/L
Nitrite (NO2) as N 00615
mg/L
Coliform: MF Fecal 31616
<4 . 0 /100mL
Nitrate (NO3) as N 00620
< 0 . 020 mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P oo665
0.095 mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L
issolved Solids:Total 70300
119 mg/L
Al -Aluminum 01105
mg/L
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
TOC ooseo
5.5 mg/L
Ca - Calcium 00916
mg/L
Chloride 00940
p _ 4 mg/L
Cd - Cadmium 01027
ug/L
Arsenic 01002
ug/L
Chromium: Total 01034
ug/L
Grease and Oils 00552
mg/L
Cu - Copper 01042
mg/L
Phenol 32730
uglL
Fe - Iron 01045
uglL
Sulfate 00945
mg/L
Hg - Mercury 71goo
ug/L
pecific Conductance 000m
µMhos
K - Potassium 00937
mg/L
Total Ammonia ooseo
<0 . 10 mg/L
Mg - Magnesium 00927
mg/L
(Ammonia Nitrogen; NH3 as N; Ammonia Nitrogen, Total)
Mn -Manganese 01055
uglL
TKN as N 00625
mg/L
Ni - Nickel 01067 '
ug/L
Pb - Lead o1o51
Zn - Zinc 01092
Temp. 000lo: 12.510C DRY at
178 µMhos time of
sampling,
e check
here: ❑
Certification No. 37712
uglL
mg/L
Other (Specify Compounds and Concentration Units):
ORGANICS: (by GC, GC/MS, HPLC)
(Specify test and method #. ATTACH LAB REPORT.)
Lab Report Attached? ❑ Yes (1) ® No (0)
VOC 7873 method #
method #
method #
method #
ror Kememation systems Unly (Attacn Lab Reports): Influent Total VOCs: mg/L Effluent Total VOCs: m9/L VOC Removal%
GIN-59 Rev.8/2013

SUBMIT FORM ON YELLOW PAPER ONLY
GROUNDWATER QUALITY MONITORING:
DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES.
DIVISION OF WATER RESOURCES -INFORMATION PROCESSIUMUNIT
COMPLIANCE REPORT FORM
1617'MAIL SERVICE CENTER, RALEIGH, NC 27699-1617 Phone: [phone]
FACILITY INFORMATION Please Print Clearly or Type
PERMIT Number: Expiration Date: 8 / 31 / 2 02 0
Facility Name: Clement Pappas
Non -Discharge WQ0004797 UIC
Permit Name (if different):
NPDES Other
Facility Address: 125 Industrial Park
TYPE OF PERMITTED OPERATION BEING MONITORED
Hendersonville (Street) NC 28792 CountyHenderson
El Lagoon ❑Remediation: Infiltration Gallery
(City) (state) (zip)
E .Spray Field ❑ Remediation:
Contact Person: Mr. Blake Kehoe
Telephone#: 8 2 8 — 6 9 3 — 0 711
❑ Rotary Distributor• ❑ Land Application of Sludge
Well Location/Site Name: Irrigation Area
No. of wells to be sampled: 6
❑ Water Source Heat. Pump ❑ Other:
from Permit
SAMPLING INFORMATION MW-5
If WELL
WELL ID NUMBER (from Permit):
Date sample collected: 5 / 4 / 2 016 FIELD ANALYSES:
WAS
Well Depth: 18 _ S p ft.
Well Diameter: 2 in.
pH 00400: 5 •3 8 units Temp. oo010: 12 .43 °C
DRY at
Depth to Water Level 82546: 8 . 54 ft. below measuring point Screened Interval: 9* ft. to 19* ft. Spec. Cond. 00094: 141 µMhos
time of
Measuring Point is 3 - 00 ft. above land surface
Relative M.P. Elevation: 2085.6o ft.
Odor o0065: none
sampling,
check
Volume of water pumped/bailed before sampling: , 5 . 2 5
*screened interval is relative to land
gallons
surface
Appearance
here:❑
Samples for metals were collected unfiltered: ❑ YES
❑ NO and field acidified: ❑ YES ❑ NO
LABORATORY INFORMATION
Date sample analyzed: varies; see analytical report LaboratoryName: Pace Analytical Services Certification No. 37712
PARAMETERS NOTE: Values should reflect dissolved
and colloidal concentrations.
COD 00335 mg/L
Nitrite (NO2) as N oom5
mg/L Pb - Lead 01051 ug/L
Coliform: MF Fecal 31616 <10 . 0 /100mL
Nitrate (NO3) as N 00620 0.042
mg/L Zn - Zinc 01092 m9 /L
Coliform: MF Total 31504 /100ml-
Phosphorus: Total as P 00665 0.12
mg/L
(Note. Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L Other (Specify Compounds and Concentration Units):
issolved Solids:Total 70300 90.0 mg/L
Al -Aluminum o11o5
mg/L
pH (Lab) 00403 • units
Ba - Barium oloo7
ug/L
TOC oo68o 8 . 6 mg/L
Ca - Calcium 00916
mg/L
Chloride 00940 41.5 mg/L
Cd - Cadmium 01027
ug/L
Arsenic 01002 ug/L
Chromium: Total 01034
ug/L
Grease and Oils 00552 mg/L
Cu - Copper 01042
mg/L ORGANICS: (by GC, GC/MS, HPLC)
Phenol 32730 ug/L
Fe - Iron 01045
ug/L (Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945 mg/L
Hg - Mercury 71900
ug/L Lab Report Attached? ❑ Yes (1) ® No (0)
Specific Conductance o0095 µMhos
K - Potassium 00937
mg/L VOC 7873 method #
Total Ammonia 00610 <0 . 10 mg/L
Mg - Magnesium 00927
mg/L method #
(Ammonia Nitrogen; NH3 as N; Ammonia. Nitrogen, Total)
Mn - Manganese 01055
ug/L , method #
TKN as N 00625 mg/L
Ni - Nickel 01067
ug/L method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: mq/L Effluent Total VOCs: mo/L VOC Removal%
GW-59 Rev.8/2013

SUBMIT FORM ON YF_i_i nw PAPFR nNI v
GROUNDWATER QUALITY MONITORING:
DEPARTMENT OF'ENVIRONMENT &, NATURAL RESOURCES
DtVISION,OF WATER,RESOURCES -INFORMATION PRO- CESSING UNIT
COMPLIANCE REPORT FORM
1617 MAIL SERVICE CENTER, RALEIGH, NC 27699-1617 Phone: [phone]
FACILITY INFORMATION Please Print Clearly or Type
PERMIT Number: Expiration Date: 8 / 31 / 2 0 2 0
Facility Name: Clement Pappas
Non -Discharge WQ0004797 UIC
Permit Name (if different):
NPDES Other
Facility Address: 125 Industrial Park
TYPE OF PERMITTED OPERATION BEING MONITORED
Hendersonville ("root) NC 287.92 CountyHenderson
El Lagoon ❑ Remediation: Infiltration Gallery
(city) (state) (zip)
® Spray Field ❑ Remediation:
Contact Person: Mr. Blake Kehoe
Telephone#: 828 - 6 9 3 - 0 711
❑ Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: Irrigation Area
No. of wells to be sampled: 6
❑ Water Source Heat Pump ❑ Other:
from Permit
'
SAMPLING INFORMATION MW- 6
If WELL
WELL ID NUMBER (from Permit):
Date sample collected: 5 / 4 / 2 016 FIELD ANALYSES:
WAS
Well Depth: 11 , ,r ft.
Well Diameter: 2 in.
pH 00400: 5 -32 units Temp. 000lo: 13 . 63 IC
DRY at
Depth to Water Level 82546: 5 . 5 9 ft. below measuring point Screened Interval: 5* ft. to 10 * ft. Spec. Cond. 00094: 113 µMhos
time of
Measuring Point is 3 . 0 0 ft. above land surface
Relative M.P. Elevation: 2061.17 ft.
Odor 000s5: none
sampling,
check
Volume of water um ed/bailed before sampling: 3 . 75
p p p g:
*screened interval is relative to land surface
.gallons Appearance
here:❑
Samples for metals Were collected unfiltered: ❑ YES
❑ NO and field acidified: ❑ YES ❑ NO
LABORATORY INFORMATION
Date sample analyzed: varies; see analytical report Laboratory Name: Pace Analytical Services Certification No. 37712
PARAMETERS NOTE: Values should reflect dissolved
and colloidal concentrations.
COD 00335 mg/L
Nitrite (NO2) as N 00615
mg/L Pb- Lead o1o51 u9 /L
Coliform: MF Fecal 31616 <2 , 0 /100mL
Nitrate (NO3) as N 00620 0 . 41
mg/L Zn - Zinc olo92 mg/L
Coliform: MF-Total 31504 /100mL
Phosphorus: Total as P oo665 0 . 079
mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L Other (Specify Compounds and Concentration Units):
issolved Solids:Total 70300 58.0 mg/L
Al -Aluminum oil o5
mg/L
pH (Lab) 00403 units .
Ba - Barium 01007
ug/L
TOC oo68o 2.1 mg/L
Ca - Calcium 00916
mg/L
Chloride 00940 9.4 mg/L
Cd - Cadmium 01027
ug/L
Arsenic 01002 ug/L
Chromium: Total 01034
ug/L
Grease and OIIS 00552 mg/L
Cu - Copper 01042
mg/L ORGANICS: (by GC, GC/MS, HPLC)
Phenol 32730 ug/L
Fe - Iron 01045
ug/L (Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945 . mg/L
Hg - Mercury 71900
ug/L Lab Report Attached? ❑ Yes (1) Q No (0)
Specific Conductance 00095 µMhos
K - Potassium 00937
mg/L VOC 7873 method#
Total Ammonia 00610 < 0 . 10 mg/L
Mg - Magnesium 00927
mg/L method #
(Ammonia Nitrogen; NH3 as N; Ammonia Nitrogen, Total)
Mn - Manganese oio55
ug/L method #
TKN as N 00625 mg/L
Ni - Nickel 01067
ug/L method #
t-or Itemeaiation systems only (Attach Lab Reports): Influent Total VOCs: mg/L Effluent Total VOCs: mg/L VOC Removal%
GW-59 Rev.812013

SUBMIT FORM ON YELLOW PAPER ONLY
GROUNDWATER QUALITY MONITORING:
DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
DIVISION OF WATER RESOURCES -',INFORMATION PROCESSING -UNIT
COMPLIANCE REPORT FORM
1617 MAIL SERVICE CENTER', RALEIGH, NC 27699.1617 Phone: [phone];
FACILITY INFORMATION Please Print Clearly or Type
PERMIT Number: Expiration Date: 8 / 31 / 2 0 2 0
Facility Name: Clement Pappas
Non -Discharge WQ0004797 UIC
Permit Name (if different):
NPDES Other
Facility Address: 125 Industrial Park
TYPE OF PERMITTED OPERATION BEING MONITORED
Hendersonville tsf`eety NC 28792 CountyHenderson
❑Lagoon ❑ Remediation: Infiltration Gallery
(City) (State) (zip)
M Spray Field ❑ Remediation:
Contact Person: Mr. Blake Keho a
Telephonet 828 - 6 9 3 - 0 711
❑ Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: Irrigation Area
No. of wells to be sampled: 6
❑ Water Source Heat Pump ❑ Other:
from Permit
SAMPLING INFORMATION MW- 7R
If WELL
WELL ID NUMBER (from Permit):
Date sample collected: _ 5 / 4 / 2 016 FIELD ANALYSES:
WAS
Well Depth: 17 - 7 b ft.
Well Diameter: 2 in.
pH 00400: 5 .52 units Temp. 000to: 13 .35 °C
DRY at
Depth to Water Level 82546: 1 1 _ 0 gft. below measuring point Screened Interval: 5 ft.* to
15 ft* Spec. Cond. 00094: 196 µMhos
time of
Measuring Point is 3 . 00 ft. above land surface
Relative M.P. Elevation: 2062. 86 ft.
Odor 00085: none
sampling,
check
Volume of water pumped/bailed before sampling: 3.75
*screened interval is relative to land
gallons
surface
Appearance
here:❑
Samples for metals were collected unfiltered: ❑ YES
❑ NO and field acidified: ❑ YES ❑ NO
LABORATORY INFORMATION
Date sample analyzed: varies; -see analytical report LaboratoryName: Pace Analytical Services Certification No. 37712
PARAMETERS NOTE: Values should reflect dissolved
and colloidal concentrations.
COD 00335 mg/L
Nitrite (NO2) as N 00615
mg/L Pb - Lead o1o51 ug/L
Coliform: MF Fecal 31616 <10 . 0 /100mL
Nitrate (NO3) as N 00620 11.2
mg/L Zn - Zinc 01092 mg/L
Coliform: MF Total 31504 /100mL
Phosphorus: Total as P oo565 0.78
mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L Other (Specify Compounds and Concentration Units):
issolved Solids:Total 70300 13 n mg/L
Al - Aluminum oil o5
mg/L
pH (Lab) 00403 units
Ba - Barium 01007
ug/L
TOC oo6Bo 13 . 5mg/L
Ca - Calcium 00916
mg/L
Chloride oog4o 27. .7 mg/L
Cd - Cadmium 01027
ug/L
Arsenic 01002 ug/L
Chromium: Total 01034
ug/L
Grease and 011s 00552 mg/L
Cu - Copper 01042
mg/L ORGANICS: (by GC, GC/MS, HPLC)
Phenol 3273o ug/L
Fe - Iron 01045
ug/L (Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945 mg/L
Hg - Mercury 71900
ug/L Lab Report Attached? ❑ Yes (1) ® No (0)
Specific Conductance 00095 µMhos
K - Potassium 00937
mg/L VOC 7873 method #
Total Ammonia oo610 -q . 10 mg/L
Mg - Magnesium 00927
mg/L method #
(Ammonia Nitrogen; NH3 as N; Ammonia Nitrogen, Total)
Mn - Manganese 01055
ug/L method #
TKN as N 00626 mg/L
Ni -Nickel 01067
ug/L method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: • mg/L Effluent Total VOCs: mq/L VOC Removal%
GW-59 Rev.8/2013

SUBMIT FORM ON YELLOW PAPER ONLY
• • DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
GROUNDWATER QUALITY MONITORING: Emil GIBITs 0 DIVISION OF WATER RESOURCES- INFORMATION PROCESSING UNIT
COMPLIANCE REPORT FORM 161,7-MAIL SERVICE CENTER, RALEIGH, NC 27699.1617 Phone: [phone]
FACILITY INFORMATION Please Print Clearly or Type PERMIT Number: Expiration Date: 8 / 31 / 2 0 2 0
Facility Name: Clement Pappas Non -Discharge WQ0004797 UIC
Permit Name (if different): NPDES Other
Facility Address: 125 Industrial. Park TYPE OF PERMITTED OPERATION BEING MONITORED
Hendersonville (st'"f) NC 28792 Countyrson
Hende❑Lagoon ❑ Remediatiorl: Infiltration Gallery
(CRY) (stare) (zip) ® Spray Field ❑ Remediation:
Contact Person: Mr. Blake Kehoe Telephone#: 8 2 8 - 6 9 3 - 0 711 ❑ Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: Irrigation area No. of wells to be sampled: 6 ❑ Water Source Heat Pump ❑ Other:
- 8
WELL ID NUMBER (from Permit): Date sample collected: 5 /4 / 2 016 FIELD ANALYSES:
Well Depth: 13 - 93 ft. Well Diameter: 2 in. pH 00400: 15.44 units Temp. 000lo: 11. 54 eC
Depth to Water Level a254s: g , g 4 ft. below measuring point Screened interval: 3 ft* to 13 ft* Spec. Cond. 000sa: 5 9 B µMhos
MeasuringPoint is 3 - 00 2060.8o none
ft. above land surface Relative M.P. Elevation: ft. Odor 000a5:
Volume of water um ed/bailed before sampling: 2 .25 *screened interval is relative to land surface
p p p g: gallons Appearance
Samples for metals were collected unfiltered: ❑ YES ❑ NO and field acidified: ❑ YES ❑ NO
LL
WAS
DRY at
time of
sampling,
check
here:❑
LABORATORY INFORMATION
Date sample analyzed:varies; see analytical report LaboratoryName: Pace
Analytical
Services Certification No. 37712
PARAMETERS NOTE: Values should
reflect dissolved
and colloidal concentrations.
COD 00335
mg/L
Nitrite (NO2) as N 00615
mg/L
Pb - Lead 01051 ug/L
Coliform: MF Fecal 31616
<10 . 0 /100mL
Nitrate (NO3) as N 00620
19.1 mg/L
Zn - Zinc 01092 mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 00665
0.62 mg/L
(Note: Use MPN method for highly turbid
samples)
Orthophosphate 70507
mg/L
Other (Specify Compounds and Concentration Units):
issolved Solids:Total 70300
396 mg/L
Al -Aluminum o11o5
mg/L
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
TOC 00680
15.0 mg/L
Ca - Calcium oo916
mg/L
Chloride 00940
24.5 mg/L
Cd - Cadmium 01027
ug/L
Arsenic 01002
ug/L
Chromium: Total 01034
ug/L
Grease and Oils oo552
mg/L
Cu - Copper 01042
mg/L
ORGANICS: (by GC, GC/MS, HPLC)
Phenol 32730
ug/L
Fe - Iron 01045
ug/L
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945
mg/L
Hg - Mercury 71900
ug/L
Lab Report Attached? ❑ Yes (1) [9 No (0)
Specific Conductance 000m
µMhos
K - Potassium 00937
mg/L
VOC 7873 method #
Total Ammonia 000lo
< 0 . 10 mg/L
Mg - Magnesium 00927
mg/L
method #
(Ammonia Nitrogen; N1­13as N; Ammonia Nitrogen, Total)
Mn -• Manganese o1o55
ug/L
, method #
TKN as N 00625
mg/L
Ni - Nickel 01067
ug/L
method #
ror memeuiation oysiems uniy jAnacn LaD rcepons): influent I otai vwcs: mg/L Ettluent Total VUCs: mg/L VOC Removal%
GW-59 Rev.8/2013

SUCIVII I t-UKM UN YLLLUVV RAPER ONLY
T ME=
DEPARTMENT OF'ENVIRONMENT & NATURAL, RESOURCES,
GROUNDWATER QUALITY MONITORING: DIVISION OF WATER' RESOURCES -INFORMATION PROCESSING UNIT
COMPLIANCE REPORT FORM 1017 MAIL SERVICE CENTER, RALEIGH, NC 27.6.99-1617 P,;hone: 919407-6396
FACILITY INFORMATION Please Print Clearly or Type PERMIT Number: Expiration Date: 8 / 31 / 2 0 2 0
Facility Name: Clement Pappas Non -Discharge WQ0004797 UIC
Permit Name (if different): NPDES Other
Facility Address: 125 Industrial Park TYPE OF PERMITTED OPERATION BEING MONITORED
Hendersonville ('20t) NC 28792 CountyHenderson
El Lagoon ❑Remediation: Infiltration Gallery
(City) (Sate) (zip) ® Spray Field ❑ Remediation:
Fwc
tact Person: Mr. Blake Kehoe Telephone#: 828 - 6 9 3 - 0 711 El Rotary Distributor El Land Application of Sludge
l Location/Site Name: Irrigation Area No. of wells to be sampled: 6 ❑ Water Source Heat Pump ❑ Other:
WELL ID NUMBER (from Permit): MW- 9
Date sample collected: 5 /4 /2 016
FIELD ANALYSES:
IT VVCLL
WAS
Well Depth: 18 -10 ft.
Well Diameter: 2 in.
pH 00400: 5 units Temp. 000lo: 15.53 eC
DRY at
Depth to Water Level 82546: 5 . 53 ft. below measuring point
Screened Interval: 6*ft. to 16*ft.
•48
Spec. Cond. 00094: 68 µMhos
time of
Measuring Point is 1 . 44 ft. above land surface
Relative M.P. Elevation: 2060.23 ft.
Odor o0065: none
sampling,
check
Volume of water um ed/bailed before sampling: 2 . 25
P P P g: gallons
*screened interval is relative to land surface
Appearance
here:
Samples for metals were collected unfiltered: ❑ YES ❑ NO
and field acidified: ❑ YES ❑ NO
Date sample analyzed: varies; see analytical report Laboratory Name: Pace Analytical Services
PARAMETERS NOTE: Values should reflect dissolved and colloidal concentrations.
COD 00335
- mg/L
Nitrite (NO2) as N oos15
mg/L
Coliform: MF Fecal 31616
<10 - 0 1100mL
. Nitrate (NO3) as N 00620
0.64 mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 00665
0.095 mg/L
(Note; Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L
issolved Solids:Total 70300
51.0 mg/L
Al -Aluminum ol1o5
mg/L
pH (Lab) 00403
units
Ba - Barium 01007
ug/L.
TOC 00680
15 . 0 mg/L
Ca - Calcium 00916
mg/L
Chloride 00940
5.3 mg/L
Cd - Cadmium 01027
ug/L
Arsenic 01002
ug/L
Chromium. Total 01034
ug/L
Grease and Oils 00552
mg/L
Cu - Copper 01042
mg/L
Phenol 32730
ug/L
Fe - Iron 01045
ug/L
Sulfate 00945
mg/L
H,g - Mercury 71900
ug/L
Specific Conductance o0095
µMhos
K - Potassium 00937
mg/L
Total Ammonia oomo
<0 . 10 mg/L
Mg - Magnesium 00927
mg/L
(Ammonia Nitrogen; NH�as N; Ammonia
Nitrogen, Total)
Mn -Manganese 01055
ug/L
TKN as N 00625
mg/L
Ni - Nickel 01067
ug/L
Certification No. 37712
Pb - Lead 01051 ug/L
Zn - Zinc 01092 mg/L
Other (Specify Compounds and ConcentrationUnits):
ORGANICS: (by GC, GC/MS, HPLC)
(Specify test and method #. ATTACH LAB REPORT.)
Lab Report Attached? ❑ Yes (1) ❑ No (0)
VOC 7673 method #
method #
method #
method #
rur rcelneuicwun ayscems vnry tAriacn LaD Keports): Innuent Iota] VOCs: mq/L Effluent Total VOCs: Ma/IV17r_ RPmnvwlo/
t;vv-b9 Rev. 8/2013