WQ0004797_Monitoring (Report)_20140623

110
231 HAYWOOD STREET, ASHEVILLE, NC 2880.1
TEL.[phone] FAC.828.281.3351
WWW.ALTAMONTENVIRONMENTAL.COM
June 23, 2014
Mr. Blake Kehoe
Plant Engineer
Clement Pappas & Co., Inc.
125 Industrial Park Road
Hendersonville, North Carolina 28792
Subject: May 2014 Groundwater Sampling Event
Clement Pappas
125 Industrial Park Road
Hendersonville, North Carolina
Dear Mr. Kehoe:
r DfviS
Y JUL - 9 '20.14 {
1,Na1Br 0U?1i+
I
Altamont Environmental, Inc. (Altamont) conducted a groundwater sampling event at your facility on May 22,
2014. A site location map.is included as Figure 1. Altamont conducted the groundwater sampling event in
accordance with the North Carolina Department of Environment and Natural Resources (DENR) spray
irrigation system permit number WQ0004797 (permit issued December 29, 2006 and reissued on October
12, 2012). Altamont collected groundwater samples from six monitoring wells: MW-2R, MW-4, MW-5, MW-6,
MW-7R, and MW-8. Monitoring well MW-7R was installed on June 28, 2012 to replace MW-7, which was
destroyed in June 2012 by field equipment. Monitoring well MW-7 was also abandoned on June 28, 2012.
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 fecal coliform and total organic carbon (TOC), were below the
permit limits and North Carolina Administrative Code, Title 15A, Subchapter 2L.0202 Standards (21-
Standards).
Fecal coliform concentrations can be summarized as follows:
•- The permit limit for fecal coliform is 1.0 colony forming units (CFU) per 100 milliliters (ml-)
• The fecal coliform concentration in the MW-6 sample collected during this event (May 201-4) equals
the permit limit and represents an increase from the previous sampling event (November 2013).
• The fecal coliform concentration in MW-5 was below the laboratory reporting limit during this
sampling event (May 2014) and represents a decrease from the previous sampling event (November
2013).
• As in the November 2013 sampling event, the fecal coliform concentrations in MW-2, MW-4, MW-7R,
and MW-8 remain below the laboratory reporting limit in the samples collected during this event
(May 2014).
• The laboratory reporting limit for sample MW-7R (10,000 CFU per 100 mL) was elevated and above
the permit limit.
• The laboratory reporting limit for samples MW-5 and MW-8 (10 CFU per 100 mL) was above the
permit limit.
P:\Clement Pappas\Reports\2014\May\Cover Letter—May.Doc

Mr. Blake Kehoe
June 23, 2014
Page 2 of 2
• The laboratory reporting limit for sample MW-4 (2 CFU per 100 mL) was above the permit limit.
The TOC concentrations can be summarized as follows:
• The permit limit for TOC is 10 milligrams per liter.
• Similar to previous sampling events, the TOC concentration in the MW-8 sample collected during this
event (May 2014) was in excess of the permit limit.
• TOC concentrations in samples MW-2R, MW-4, MW-6, and MW-5 collected during this event (May
2014) have increased since the previous sampling event (November 2013).
• TOC concentrations in samples MW-7R and MW-8 collected during this event (May 2014) decreased -
since the previous sampling event (November 2013).
Table 2 summarizes the current and historical groundwater elevations. All of the monitoring well concrete
pads and top of the well casings elevations were resurveyed by Wes Cole Land Surveying, PA on November
21, 2012. The new elevations are reflected on Table 2 and on Figure 2.
In accordance with the spray irrigation permit, Clement Pappas is required to submit by June 30, 2014 (on
or before the last working day of the month following the sampling month) to the DENR the following:
• Laboratory analytical report and chain -of -custody form (Attachment A); the well sampling logs and
equipment documentation and instrument calibration data sheet is also included (Attachment B)
• DENR GW-59A—Compliance Report Form (Attachment C)
• DENR GW-59—Groundwater Quality Monitoring Compliance Report Form for each monitoring well
(Attachment D)
Altamont proposes to complete the next scheduled groundwater sampling event iri November 2014. The
spray irrigation permit expires on November 30, 2015.
If you have any questions or would like additional information, please do not hesitate to contact the
undersigned at [phone].
Sincerely,
ALTAMONT ENVIRONMENTAL, INC.
ennifer Hill -Verde, P.E.
Attachments: Figure 1—Site Location Map
Figure 2—Site Plan Map
Table 1—Current and Historic Groundwater Analytical Results for Microbiology and
Wet Chemistry
Table 2—Current and Historic Groundwater Elevation Measurements
Attachment A: Laboratory Analytical Report and Chain -of -Custody Form
Attachment B: Well Sampling Logs and Equipment Documentation and Instrument.
Calibration Data Sheet
Attachment C: DENR GW-59A—Compliance Report Form
Attachment D: DENR GW-59—Groundwater Quality Monitoring: Compliance Report Forms
P:\Clement Pappas\Reports\2014\May\Cover Letter_May.Doc

I
�1 '
Field #5
PZ-02
(2060.64)
(2060.8
IL
LEGEND
\
bNITORING WELL �
fi ti'M ` Y,(W USE)
r `" 3' ' �'' q� �t '• 47Z;, �' ON OR FORMER -a
MDRfIVG WEYC 4 `�
$ ti �PIEZOIINTET E2�s(-";.�
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sa;cvt r -,! \ \\ 1,/ ��4 ��
.urlal P r ' •`. , l� '
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f'C O 1, ! f' �+ 1 �. i�,�.(•' �- I yS �1 iT.
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SITE
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"� �--:� �'�/-.� 't"i )�-�r�,�;�''��F's"y �a�l'. ,;s�•� —'.-, _ -- ':f�;�.\�\� i�. \+•-!�t\�'t 1Li��U����
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� `- �(\ `C\ .II •I�•� t a ✓ 'Gem r`, __�_. `M 1 r o
r .(`�' � 1 � J/ � �a ? �'�• ti� `': _awl �' \a" 31� ,.,/ i�•..
D ��'�•'. �` L.vr rl � r�rf '(�1�'ry", �1��1, ±����••�\,\\ - `•/ Jan• ± �•�4���w0.�" ! �I`••` _��� f�-
•'
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�� t
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O' i �� i i�y�it//� � t 1 r/ � .E , ,.� P ,rj(, � ad �'l 9 t na • -' �%'�..t r�--� //� !( ,� .�.
�• � �T�, �"._i_i� �1\\\� fz<lv lir"�4��/ i4 -)��/ I ''_f� 1�4'f///�// )";� 'y� �, Via. _�_�• rC��l,`)y _
+'t , � / .,'i} r/����..� � /� �� r � _ \ t *? � �y r ',• r; � ``+ 1- r tit,
SOURCES:
1. FRUITLAND, HENDERSONVILLE, HORSESHOE & SKYLAND,NORTH
CAROLINA U.S.G.S. QUADRANGLES; MAP DATES: 1985;
PHOTOREVISED: 1990 & 1991.
2. HENDERSON COUNTY GIS WEBSITE ACCESSED JANUARY 30, 2006.
IN I FIN 111101 d olow I l SITE LOCATION MAP FIGURE
- -& -_ Y.
231 HAYWOOD STREET, ASHEVILLE, NC 28801
TEL.[phone] PAC.828.281.3351 wCLEMENT PAPPAS
ww.a ltnmontcnvi ronmcntal.com C .
125 INDUSTRIAL PARK ROAD
DRAWN BY: EVANAGE : CHRIS SCALE (FEET) HENDERSONVILLE, NC
PROJECT MANAGER: CHRIS GILBERT
CLIENT: CLEMENT PAPPAS 1000 0 1000 2000
DATE: 12/10/13 1 FILE PATH: PACtEMENT PAPPAS\FIGURES\CAD\ FIGUREI-GMR.DwG

IT .41
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wt
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MW— R ®MW-02 MW-0206
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(2064.6) TOP OF
ELE'VATIO%ET \
ALTAMONT ENVIRONMENTAL, INC. 6 A

Table 1
Current and Historic Groundwater Analytical Results
for Microbiology and Wet Chemistry
Clement Pappas
Hendersonville, North Carolina
..
Sample
Name
-
Sample Date ...:
(rnm/dd/yyyy)
O
U
F
'Qfif L):
$
0
(mg/L).
E
O
n
LL
• (cFU per 100,inL)„
z
.(mg%L),
'T
tin,
(mg/L)
�
`
in
N
0
-0
r°- U)
.(mg/L)
c
.0 .
E
¢.
(mew
05/24/2006
7.2
9.7
< 1.1
2
19
82
< 0.10
11/09/2006
3.6
7.4
< 1.1
0.95
17
76
0.11
05/18/2007
4.9
6.0
< 1.0
0.56
14
62
< 0.10
11/13/2007
5.9
16.7
<1.1
2.9
6.9
82.0
< 0.10
05/27/2008
10.2
9.0
<1.1
0.80
21.3
140
< 0.10
11/18/2008
- 4.7
10.7
<1.1
1.9
8.5
32.0
< 0.10
05/28/2009
14.4
7.1
< 4.0
0.46
24.2
104
< 0.10
11/05/2009
13.5
5.9
< 2.0
0.31
23.5
80.0
< 0.10
MW-2R
05/13/2010
8.7
5.8
< 2.0
< 0.10
17.2
57.5 .
< 0.10
11/08/2010
18.3
10.0
< 2.0
1.1
11.7
60.0
< 0.10
05/17/2011
11.6
< 5.0
< 2.0
< 0.10
14.3
< 62.5
< 0.10
11/15/2011
18.9
10.1
< 2.0
1.2
10.0
86.0
< 0.10
05/17/2012
5.3
7.6
< 4.0
< 0.20
11.9
68.0
< 0.10
11/07/2012
31.1
9.5
< 1.0
1.3
10.0
67.0
< 0.10
05/16/2013
13.5
1.2
< 1.0
< 0.02
13.2
64.0
< 0.10
11/20/2013
6.1
7.6
< 1.0
0.97
9.3
66.0
< 0.10
05/22/2014
8.0
4.1
< 1.0
0.72
8.4
52.0
< 0.10
05/15/2002
8.9
45
< 1.1
< 0.10
9.3
180
< 0.10
11/05/2002
5.5
48
< 1.1
< 0.1
14
230
< 0.10
05/13/2003
3.3
32
< 1.1
0.051
20
110
0.21
11,/04/2003
41
31
< 1.1
< 5.0
66
210
< 0.10
05/05/2004
6
29
< 1.1
< 5.0
45
240
0.11
11/09/2004
8.4
13
3.6
< 0.10
52
200
< 0.10
05/17/2005
8.5
10
< 1.1
< 0.10
37
220
< 0.10
11/03/2005
16
14
< 1.1
< 0.10
29
220
0.14
05/24/2006
19
11
< 1.1
< 0.10
28
180
< 0.10
11/09/2006
8.8
6.9
< 1.1
< 0.10
26
180
< 0.10
05/18/2007
8.5
8.9
< 1.0
< 0.10
29
300
< 0.10
11/13/2007
16.7
11.3
< 1.1
< 0.10
25.0
152
< 0.10
MW-4
05/27/2008
< 1.0 `
10.0
< 1.1
< 0.10
38.6
176
< 0.10
11/18/2008
20.5
9.3
< 1.1
< 0.10
19.6
108
< 0.10
05/28/2009
8.6
13.6
< 4.0
< 0.10
35.5
156
< 0.10
11/05/2009
31.0
13.6
< 2.0
< 0.10
30.7
120
< 0.10
05/13/2010
7.8
18.0
< 2.0
0.17
31.0
141
< 0.10
11/08/2010
23.9
17.5
< 2.0
< 0.10
34.4
144
< 0.10
05/17/2011
7.7
13.5
< 2.0
0.82
25.6
137
< 0.10
11/15/2011
7.3
14.4
< 2.0
< 0.20
27.8
157
< 0.10
05/17/2012
6.7
12.1
2.0
< 0.20
22.3
117
< 0.10
11/07/2012
10.6
14.5
2.0
< 0.020
26.2
150
< 0.10
05/16/2013
31.8
10.2
2.0
0.28
19.1
108
< 0.10
11/20/2013
8.0
14.7
< 1.0
0.026
22.1
157
< 0.10
05/22/2014
8.7
10.8
< 2.0
0.14
22.5
146
< 0.10
Standards 1
10
250 1
1
10
250
500
NL
P:\Clement Pappas\Analytical & Data\Water\May2014_Hlstoric Analytical Results Page 1 of 5

Table 1
Current and Historic Groundwater Analytical Results
for Microbiology and Wet Chemistry
Clement Pappas
Hendersonville, North Carolina
•
Sample '
Name
Sample Date
(mm/dd/yyyy)
o
49,
F `
(mg%L)
`o
L
a ,
(mg/Lj
E
m
LL
,. (CFU peg 100 mL)
=
z. ,
(mg/L)
=
cn
(mg/L)
;
o
m
o. o
F-- en
; (mg/L);
E
E., -
¢
(i Q
05/15/2002
2.9
15
< 1.1
0.42
1.7
< 40
< 0.10
11/05/2002
1.4
16
< 1.1
0.54
< 1.0
83
1.3
05/13/2003
4.6
17
< 1.1
0.65
2
56
0.25
11/04/2003
19
22
< 1.1
0.23
< 5.0
58
< 0.10
05/05/2004
0.7
28
< 1.1
0.57
< 5.0
80
0.15
11/09/2004
1.2
34
< 1.1
0.24
< 5.0
130
< 0.10
05/17/2005
2.1
35
< 1.1
< 0.10
< 5.0
110
< 0.10
11/03/2005
8.1
34
< 1.1
0.11
< 5.0
82
< 0.10
05/24/2006
7.8
34
< 1.1
< 0.10
< 5.0
120
< 2.5
11/09/2006
1.3
37
< 1.1
0.20
< 5.0
90
< 0.1
05/18/2007
1.7
42
< 1.0
0.16
< 5.0
130
< 0.10
11/13/2007
4.2
41.3
< 1.1
0.25
< 5.0
112
< 0.10
05/27/2008
6.7
14.3
<LI.
0.21:
<5.0
168
0.17
MW-5
11/18/2008
25.9
47.6
< 1.1
0.17
< 5.0
80.0
< 0.10
05/28/2009
16.1
29.0
4.0
0.11
< 5.0
188
< 0.10
11/05/2009
4.7
39.1
2.0
0.15
< 5.0
112
< 0.10
05/13/2010
3.2
43.0
23
0.17
< 5.0
147
< 0.10
11/08/2010
13.8
43.7
200
< 0.10
< 5.0
113
< 0.10
05/17/2011
4.0
32.3
< 4.0
< 0.10
< 5.0
< 167
< 0.10
11/15/2011
3.0
52.6
120
< 0.20
< 5.0
165
< 0.10
05/17/2012
4.7
36.6
< 2.0
< 0.20
< 5.0
110
< 0.10
11/07/2012
4.1
61.1
< 10.0
0.12
< 2.0
139
< 0.10
05/16/2013
4.0
44.2
_ 1.0
0.093
2.3
152
< 0.10
11/20/2013
4.2
64.6
1.0
0.19
< 2.0
162
< 0.10
05/22/2014
5.8
6.6
< 10.0
0.099
< 2.0
110
< 0.10
Standards
10
250
1
.10
250
50
NNL
P:\Clement Pappas\Analytical & Data\Water\May2014_1-listoric Analytical Results Page 2 of 5

Table 1
Current and Historic Groundwater Analytical Results
for Microbiology and Wet Chemistry
Clement Pappas
Hendersonville, North Carolina.
.
Sample
Name
;_.
Sample Date
(mm/dcl/yyyy)
C
O
a
cUi
c
.CO
°
(mg/L).
CD
o.
(mg/L)
E
`o
O
m
LL _
(CFU per 100 nnL)
m
z"
(rneL)
_
c'n
(mg/L)
o
N
,v_
F �C)
. (mg/L)
f0
E
a ;
_(Mg/1)
05/15/2002
6.8
9.9
5.1
< 0.10
11
< 40
< 0.10
11/05/2002
3.9
4.6
< 1.1
0.49
9.8
51
2.5
05/13/2003
4.4
7.3
> 23.0
0.075
14
52
0.14
11/04/2003
26
6.8
9.2
< 0.050
12
< 20
< 0.10
05/05/2004
1.8
6.7
1.1
< 0.10
11
58
0.13
11/09/2004
3.5
11
9.2
< 0.10
9.3
88
< 0.10
05/17/2005
2.4
7.4
< 1.1
< 0.10
8.7
50
< 0.10
11/03/2005
6.3
9.6
< 1.1
< 0.10
9.6
66
0.17
05/24/2006
7.4
10
< 1.1
< 0.10
9
54
< 0.10
11/09/2006
1.4
11
< 1.1
0.20
11
54
0.18
05/18/2007
3.9
9.4
< 1.0
< 0.10
9.1
58
0.12
11/13/2007
5.7
10.7
3.6
0.24
5.8
114
0.24
05/27/2008
10.9
5.4
< 1.1
< 0.10
15.3
92.0
< 0.10
MW-6
11/18/2008
7.4
7.6
> 23
< 0.10
< 5.0
36.0
< 0.10
05/28/2009
6.4
6.2
276
0.39
8.8
104
< 0.10
11/05/2009
6.4
< 5.0
3o
0.10
9.3
52.0
< 0.10
05/13/2010
4.3
5.8
< 2.0
< 0.10
8.1
44.0
< 0.10
11/08/2010
16.5
5.0
7.0
1.5
9.3
48.0
< 0.10
05/17/2011
6.2
9.4
< 2.0
< 0.10
6.8
60.0
< 0.10
11/15/2011
4.6
5.2
5.0
< 0.20
7.5
82.0
< 0.10
05/17/2012
21.6
8.1
28.0
< 0.20
8.8
52.0
< 0.10
11/07/2012
6.4
6.8
3.1
< 0.020
7.5
46.0
< 0.10
05/16/2013
7.5
5.4
12.1
0.048
9.4
62.0
< 0.10
11/20/2013
4.4
7.3
< 1.0
< 0.020
8.6
56.0
< 0.10
05/22/2014
4.6
4.5
1.0
< 0.020
10.1
32.0
< 0.10
Standards
10
250
1
10 1
250
500
NL
P:\Clement Pappas\Analytical & Data\Water\May2014_Histodc Analytical Results Page 3 of 5

Table 1
Current and Historic Groundwater Analytical Results
for Microbiology and Wet Chemistry
Clement Pappas
Hendersonville, North Carolina
Sample
Name
Sample Date-
(mm/dd/yyyy)
0
V
C
i0
O
°
(mg/L)
d)
`o
0
(mg/L)
E
O
p
(CFU per 100 mL)'
?
z
(mg/L)
m
w
to
(mel-)
>
O
. N
�
12 U)
(mg/L)
.0
O
E
(me
05/15/2002
20
6.5
< 1.1
11 5.2
26
< 40
< 0.10
11/05/2002
16
3.3
< 1.1
1.3
1.1
68
1.4
05/13/2003
9.7
3.6
2.2
1.8
9.3
44
0.72
11/04/2003
19
6.1
< 1.1
0.72
< 5.0
< 2.0
< 0.10
05/05/2004
3.0
7.0
< 1.1
1.3
< 5.0
52
< 0.10
11/09/2004
2.2
5.1
5.1
1.9.
< 5.0
62
< 0.10
05/17/2005
3.2
6.1
< 1.1
1.2
< 5.0
40
< 0.10
11/03/2005
7.7
6.1
< 1.1
0.99
< 5.0
58
0.10
05/24/2006
8.4
5.5
< 1.1
1.5
< 5.0
48
< 0.10
11/09/2006
1.9
7.0
< 1.1
1.1
6.7
38
< 0.10
MW 7
05/18/2007
3.6-
8.6
< 1.0
2.2
5.9
70
< 0.10
W13/2007
4.2
6.8
< 1.1
1.7
< 5.0
42.0
< 0.10
05/27/2008
7.6
11.5
< 1.1
2.2
6.9
88.0
< 0.10
11/18/2008
7.5
7.7
< 1.1
1.7
< 5.0
30.0
< 0.10
05/28/2009
23.4
9.8
< 4.0
2.3
< 5.0
336
< 0.10
11/05/2009
5.3
10.7
2.0
2.3
11.2
70.0
< 0.10
05/13/2010
4.6
11.0
< 2.0
2.5
< 5.0
71.0
< 0.10
11/08/2010
15.4
8.9
< 2.0
2.3
< 5.0
60.0
< 0.10
05/17/2011
6.0
11.6
< 2.0
5.3 .
7.6
103
< 0.10
11/15/2011
2.2
9.9
< 2.0
3.5
< 5.0
89.0
< 0.10
05/17/2012
4.4
10.9
< 2.0
3.8
< 5.0
67.0
< 0.10
11/07/2012
11.6
13.1
< 100.
4.0
14.9 1
108.0
< 0.10
05/16/2013
12.8
17.1
< 1.0
10.5
28.3
252
< 0.10
MW-713
11/20/2013
9.4
14.0
< 1.0 '
5.5
3.5
< 250
< 0.10
05/22/2014
8.9
13.1
< 10,000
5.7
4.0
93.0
< 0.10
Standards
10 1
250 1
1
10
250
500
NL
P:\Clement Pappas\Analytical & Data\Water\May2014_Hlstoric Analytical Results Page 4 of 5

Table 1
Current and Historic Groundwater Analytical Results
for Microbiology and Wet Chemistry
Clement Pappas
Hendersonville, North Carolina
Sample
Name
Sample Date
(mm/dd/yyyy) . _
yo
Fes°
(mg/L)
`o
U
(mg/L)
E
w
O
LL
(CFU per 100 mL)
m
z
- (mg/L)
w
r j
(mg/L)
0
N
F° U)
(mg/L) _
N
E
Q
(mg/L)
05/15/2002
6.8
8.7
< 1.1
< 0.10
9.1
64
< 0.10
11/05/2002
4.8
9.8
< 1.1
0.16
7
100
0.57
05/13/2003
5.5
3.3
2.2
1.4
9.4
64
0.41
11/04/2003
27
8.1
6.9
< 0.050
13
54
< 0.10
05/05/2004
3.0
7.4
< 1.1
0.24
9.8
140
< CIAO
11/09/2004
3.7
6.7
> 23
0.79
6.8
120
< 0.10
05/17/2005
3.8
8.3
< 1.1
0.61
6.4
88
< CIAO
11/03/2005
7.1
11
< 1.1
0.95
8.4
100
< 0.10
05/24/2006
15
10
< 1.1
0.39
8.1
130
< 0.10
11/09/2006
4.7
12
< 1.1
0.97
7.7
96
< 0.10
05/18/2007
5.0
15
< 1.0
3.0
13
290
< 0.10
11/13/2007
8.3
19.6
< 1.1
0.97
26.6
154
< 0.10
8
05/27/2008
12.4
20.0
< 1.1
0.55
35.8
184
< 0.10
MW
11/18/2008
14.4
17.2
2.2
< 0.10
21.5
118
< 0.10
05/28/2009
6.2
24.9
240
0.74
24.9
192
< 0.10
11/05/2009
10.8
15.4
50
0.54
18.4
114
< 0.10
05/13/2010
10.8
14.7
< 2.0
1.1'
24.1
106
< 0.10
11/08/2010
23.2
24.3
200
< 0.10
26.3
173 1
< 0.10
05/17/2011
10
16.9
10.0
12.2
16.1
232
< 0.10
11/15/2011
8.0
26.6
< 2.0
3.7
20.2
232
< 0.10
05/17/2012
14.4
24.8
12.0
8.0
22.9
356
< 0.10
11/07/2012
24.8
26.3
< 10o
1.9
28.3
324
< 0.10
05/16/2013
15.8
8.8
10.9
6.8
13.4
248
< 0.10
11/20/2013
21.0
15.4
< 1.0
1.3
24.3
342
< 0.10
05/22/2014
17.6
14.5
< 10.0
0.61
17.8
352
< 0.10
Standards
10
250
1
10
250
F 5 00
NL
Notes: .
1. mg/L = milligrams per liter.
2. mL=milliliters.
3. CFU = Coliform forming units.
4. Standards from North Carolina Administrative Code, Title 15A, Subchapter 2L April 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.
5. Numbers In bold indicate concentration equal to or above the respective standard.
6. NIL indicates that no standard limit is set.
7 °<° means less than laboratory method reporting limit
8. Fecal coliform samples for M W-7 and MW-8 were resampled on May 21, 2010 due to a lab error.
P:\Clement Pappas\Analytical & Data\Water\May2014 Historic Analytical Results Page 5 of 5

Table 2
Current and Historical Groundwater Elevation Measurements
Clement Pappas
Hendersonville, North Carolina
Well Identification
pate,Measured .
(mm/dd/yyyA ;
Depth to
Groundwater
(ft-BTOC)
Top of Casing
Elevation
(feet)- .
Top of Casing
Height Above'.
Ground,Siirrace.
(feet)
Groundwater -
Elevation
(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
08/13/2010
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
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
P:\Clement Pappas\Analytical & Data\Water\Historic GW Elev Page 1 of 5

Table 2
Current and Historical Groundwater Elevation Measurements
Clement Pappas
Hendersonville, North Carolina
Well Identification
. Date Measured
(mm/dd/yyyy)
Depth to
-
Groundwater
(ft-BTOC)
Top of Casing
Elevation'.
(feet),
Top of Casing'
Height Abo"ve
Ground Surface
- (feet)
Groundwater
Elevation
(feot).;
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
P:\Clement Pappas\Analytical & Data\Water\Historic GW Elev Page 2 of 5

Table 2
Current and Historical Groundwater Elevation Measurements
Clement Pappas
Hendersonville, North Carolina
Well Identification
',Date Measured
(mm/dd/YyYY)
Depth to
Grouhdwater
(. t-BTOC)
Top of Casing
Elevation
(feet)
Top bf Casing
Height Above .
Ground Surface
(feet) ...
Groundwater"
Elevation
(feet) .
MW-6
05/15/2002
6.20
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
P:\Clement Pappas\Analytical & Data\Water\Historic GW Elev Page 3 of 5

Table 2
Current and Historical Groundwater Elevation Measurements
Clement Pappas
Hendersonville, North Carolina
Well Identification
Date Measured
(mm/dd/yyyy)
Depth to
Groundwater -
(ft-BTOC)
Top of Casing
Elevation
.(feet) .
Top of Casing
Height, Above
Ground Surface
(feet)
Groundwater
Elevation
(feet) . .
MW-7
05/15/2002
10.90
2062.70
3.00
2051.80
11/05/2002
11.35
2062.70
3.00
205135
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
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
P:\Clement Pappaswnalytical & Data\Water\Historic GW Eley Page 4 of 5

Table 2
Current and Historical Groundwater Elevation Measurements
Clement Pappas
Hendersonville, North Carolina
well Identification
Date Measured
(mm/dd/yyyy)
Depth to
Groundwater
(ft-BTOC) .
Top.of Casing
Elevation
(feet). „
Top of Casing .
Height Above
Ground Surface
(feet)
Groundwater
-Elevation
(feet) -
MW-8
05/15/2002
10.25
2061.40
3.00
2051.15
11/05/2002
10.35
2061.40
3.00
2051.05
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
2061.40
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 1
2051.01
Notes:
1. ft-BTOC = feet below top of well casing.
2. MW-5 through MW-8 Top of Casing Elevations based upon a survey by Hill and Associates Surveyors
dated January 10, 2002 through May 2012.
3. 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.
4. Measurements were taken from the Top of Casing. Top of Casing Heights are given for reference only.
5. Groundwater Elevations = Top of Casing Elevation minus Depth to Groundwater.
6. The Top of Casing elevations for the monitoring wells were resurveyed on November 21, 2012
by Wes Cole Land Surveying.
P:\Clement Pappas\Analytical & Data\Water\Historic GW Elev Page 5 of 5

aceAnalytical
wmpacela6s.com
June 06, 2014
Mr. Evan Yurkovich
Altamont Environmental
231 Haywood St.
Asheville, NC 28801
RE: Project: Clement Pappas 2081
Pace Project No.: 92202491
Dear Mr. Yurkovich:
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Enclosed are the analytical results for sample(s) received by the laboratory on May 22, 2014. 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
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 1 of 23

aceMalXical
www.pacelabs.com
Project: Clement Pappas 2081
Pace Project No.: 92202491
Asheville Certification IDs
2225 Riverside Dr., 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
West Virginia Certification #: 356
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 23

aceMalxical
www.pacelabs.com
SAMPLE ANALYTE COUNT
Project: Clement Pappas 2081
Pace Project No.: 92202491
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Lab ID
Sample ID
Method
Analysts
Analytes
Reported
Laboratory
92202491001
MW-2R
SM 9222D
MDW
1
PASI-A
SM 2540C
MAB
1
PASI-A
EPA 300.0
SAE
1
PASI-A
EPA 350.1
AES2
1
PASI-A
EPA 353.2
DMN
1
PASI-A
SM 4500-CI-E
SMW
1
PASI-A
SM 5310E
SAE
1
PASI-A
92202491002
MW-4
SM 92221)
MDW
1
PASI-A
SM 2540C
MAB
1
PASI-A
EPA 300.0
SAE
1
PASI-A
EPA 350.1
AES2
1
PASI-A
EPA 353.2
DMN
1
PASI-A
SM 4500-CI-E
SMW
1
PASI-A
SM 5310B
SAE
1
PASI-A
92202491003
MW-5
SM 9222D
MDW
1
PASI-A
SM 2540C
MAB
1
PASI-A
EPA 300.0
SAE
1
PASI-A
EPA 350.1
AES2
1
PASI-A
EPA 353.2
DMN
1
PASI-A
SM 4500-CI-E
SMW
1
PASI-A
SM 5310B
SAE
1
PASI-A
92202491004
MW-6
SM 9222D
MDW
1
PASI-A
SM 2540C
MAB
1
PASI-A
EPA 300.0
SAE
1
PASI-A
EPA 350.1
AES2
1
PASI-A
EPA 353.2
DMN
1
PASI-A
SM 4500-CI-E
SMW
1
PASI-A
SM 5310B
SAE
1
PASI-A
92202491005
MW-7R
SM 9222D
MDW
1
PASI-A
SM 2540C
MAB
1
PASI-A
EPA 300.0
SAE
1
PASI-A
EPA 350.1
AES2
1
PASI-A
EPA 353.2
DMN
1
PASI-A
SM 4500-CI-E
SMW
1
PASI-A
SM 5310B
SAE
1
PASI-A
92202491006
MW-8
SM 9222D
MDW
1
PASI-A
SM 2540C
MAB
1
PASI-A
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, Inc..
Page 3 of 23

aceAnalytical
www.pacelabs.corn
SAMPLE ANALYTE COUNT
Project: Clement Pappas 2081
Pace Project No.: 92202491
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Lab ID Sample ID Method
Analysts
Analytes
Reported
Laboratory
EPA 300.0
SAE
1
PASI-A
EPA 350.1
AES2
1
PASI-A
EPA353.2
DMN
1
PASI-A
SM 4500-CI-E
SMW
1
PASI-A
SM 5310B
SAE
1
PASI-A
92202491007 Trip Blank Lab SM 5310B
SAE
1
PASI-A
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 4 of 23

��aceAnalydcalo
www.pacelabs.com
ANALYTICAL RESULTS
Project: Clement Pappas 2081
Pace Project No.: 92202491
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Sample: MW-2R
Lab ID: 92202491001 Collected:
05/22/14 09:59
Received: 05/22/14 12:52 Matrix: Water
Parameters
Results Units Report Limit
DF
Prepared Analyzed
CAS No. Qual
MBIO 9222D Fecal Coliform AVL
Analytical Method: SM 9222D
Fecal Coliforms
ND CFU/100 mL
20.0
20
05/22/14 14:31
2640C Total Dissolved Solids
Analytical Method: SM 2540C
Total Dissolved Solids
52.0 mg/L
25.0
1
05/28/14 03:08
300.0 IC Anions 28 Days
Analytical Method: EPA 300.0
Sulfate
8.4 mg/L
2.0
1
05/31/14 01:02
14808-79-8
350.1 Ammonia
Analytical Method: EPA 350.1
Nitrogen, Ammonia
ND mg/L
0.10
1
05/30/14 16:22
7664-41-7
353.2 Nitrogen, NO2/NO3 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate
0.72 mg/L
0.020
1
05/22/14 18:44
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
4.1 mg/L
1.0
1
06/05/14 20:39
16887-00-6
5310E TOC
Analytical Method: SM 5310B
Total Organic Carbon
8.0 mg/L
1.0
1
06/03/14 15:44.
7440-44-0
Date: 06/06/2014 01:24 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 5 of 23

aceAnalytical
mvwpacelabs.com
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: Clement Pappas 2081
Pace Project No.: 92202491
Sample: MW-4
Lab ID: 92202491002 Collected:
05/22/14 09:30
Received: 05/22/14 12:52 Matrix: Water
Parameters
Results Units Report Limit
DF
Prepared Analyzed
CAS No. Qual
MBIO 9222D Fecal Coliform AVL
Analytical Method: SM 9222D
Fecal Coliforms
ND CFU/100 mL
2.0
2
05/22/14 14:31
2540C Total Dissolved Solids
Analytical Method: SM 2540C
Total Dissolved Solids
146 mg/L
25.0
1
05/28/14 03:09
300.0 IC Anions 28 Days
Analytical Method: EPA 300.0
Sulfate
22.5 mg IL
2.0
1
05/31/14 01:15
14808-79-8
350.1 Ammonia
Analytical Method: EPA 350.1
Nitrogen, Ammonia
ND mg/L
0.10
1
05/30/14 16:24
7664-41-7
353.2 Nitrogen, NO2/NO3 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate
0.14 mg/L
0.020
1
05/22/14 18:34
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
10.8 mg/L
1.0
1
06/05/14 20:40
16887-00-6
5310B TOC
Analytical Method: SM 5310B
Total Organic Carbon
8.7 mg/L
1.0
1
06/03/14 15:54
7440-44-0
Date: 06/06/2014 01:24 PM
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 23

aceAnalytical
www.pacelabs.com
ANALYTICAL RESULTS
Project: Clement Pappas 2081
Pace Project No.: 92202491
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Sample: MW-5
Parameters
LabID: 92202491003 Collected: 05/22/14 10:55
'Results Units Report Limit DF
Received: 05/22/14 12:52 Matrix: Water
Prepared Analyzed CAS No. Qual
MBIO 9222D Fecal Coliform AVL
Analytical Method: SM 9222D
Fecal Coliforms
ND CFU/100 mL
10.0
10
05/22/14 14:31
2540C Total Dissolved Solids
Analytical Method: SM 2540C
Total Dissolved Solids
110 mg/L
25.0
1
05/28/14 03:09
300.0 IC Anions 28 Days
Analytical Method: EPA300.0
Sulfate
ND mg/L
2.0
1
06/0211418:45 14808-79-8
350.1 Ammonia
Analytical Method: EPA 350.1
Nitrogen, Ammonia
ND mg/L
0.10
1
05/30/14 16:24 7664-41-7
353.2 Nitrogen, NO2/NO3 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate
0.099 mg/L
0.020
1
05/22/14 18:48
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
6.6 mg/L
1.0
1
06/05/14 20:41 16887-00-6
531OB TOC
Analytical Method: SM 5310B
Total Organic Carbon r
5.8 mg/L
1.0
1
06/03/14 16:05 7440-44-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 06/06/2014 01:24 PM without the written consent of Pace Analytical Services, Inc.. Page 7 of 23

aceAnalytical ®
www.pacelabs.com
ANALYTICAL RESULTS
Project: Clement Pappas 2081
Pace Project No.: 92202491
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Sample: MW-6
Lab ID: 92202491004 Collected:
05/22/14 10:26
Received: 05/22/14 12:52 Matrix: Water
Parameters
Results Units Report Limit
DF
Prepared Analyzed
CAS No. Qua]
MBIO 9222D Fecal Coliform AVL
Analytical Method: SM 9222D
Fecal Coliforms
1.0 CFU/100 mL
1.0
1
05/22/14 14:31
u1
2540C Total Dissolved Solids
Analytical Method: SM 2540C
Total Dissolved Solids
32.0 mg/L
25.0
1
05/28/14 03:10
300.0 IC Anions 28 Days
Analytical Method: EPA 300.0
Sulfate
10.1 mg/L
2.0
1
06/02/1419:26
14808-79-8
350.1 Ammonia
Analytical Method: EPA 350.1
Nitrogen, Ammonia
ND mg/L
0.10
1
05/30/14 16:26
7664-41-7
353.2 Nitrogen, NO2/NO3 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate
ND mg/L
0.020
1
05/22/14 18:47
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
4.5 mg/L
1.0
1
06/05/14 20:41
16887-00-6
5310B TOC
Analytical Method: SM 5310B
Total Organic Carbon
4.6 mg/L
1.0
1
06/03/14 16:38
7440-44-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 06/06/2014 01:24 PM without the written consent of Pace Analytical Services, Inc.. Page 8 of 23

aceMalid cal
www..paGelabs.com
ANALYTICAL RESULTS
Project: Clement Pappas 2081
Pace Project No.: 92202491
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Sample: MW 7R
Lab ID: 92202491005 Collected:
05/22/14 11:23
Received: 05/22/14 12:52 . Matrix: Water
Parameters
Results Units Report Limit
DF
Prepared Analyzed
CAS No. Qual
MBIO 9222D Fecal Coliform AVL
Analytical Method: SM 9222D
Fecal Coliforms
ND CFU/100 mL
10000
10000
05/22/14 14:31
2540C Total Dissolved Solids
Analytical Method: SM 2540C
Total Dissolved Solids
93.0 mg/L
25.0
1
05/28/14 03,10
300.0 IC Anions 28 Days
Analytical Method: EPA 300.0
Sulfate
4.0 mg/L
2.0
1
06/02/14 19:39
14808-79-8
350.1 Ammonia
Analytical Method: EPA 350.1
Nitrogen, Ammonia
ND mg/L
0.10
1
05/30/14 16:29
7664-41-7
353.2 Nitrogen, NO2/NO3 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate
5.7 mg/L
0.060
3
05/22/14 19:00
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
13.1 mg/L
1.0
1
06/05/14 20:42
16887-00-6
5310B TOC
Analytical Method: SM 5310B
Total Organic Carbon
8.9 mg/L
'1.0
1
06/03/14 16:50
7440-44-0
Date: 06/06/2014 01:24 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 9 of 23

aceAnaixical
www.pacelabs.com
ANALYTICAL RESULTS
Project: Clement Pappas 2081
Pace Project No.: 92202491
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Sample: MW-8
Lab ID: 92202491006 Collected:
05/22/14 11:51
Received: 05/22/14 12:52 Matrix: Water
Parameters
Results Units Report Limit
DF
Prepared Analyzed
CAS No. Qua]
IVIBIO 9222D Fecal Coliform AVL
Analytical Method: SM 9222D
Fecal Coliforms
ND CFU/100 mL
10.0
10
05/22/14 14:31
2540C Total Dissolved Solids
Analytical Method: SM 2540C
Total Dissolved Solids
352 mg/L
25.0
1
05/28/14 03:10
300.0 IC Anions 28 Days
Analytical Method: EPA 300.0
Sulfate
17.8 mg/L
2.0
1
06102/1419:53
14808-79-8
350.1 Ammonia
Analytical Method: EPA 350.1
Nitrogen, Ammonia
ND mg/L
0.10
1
05/30/14 16:31
7664-41-7
353.2 Nitrogen, NO2/NO3 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate
0.61 mg/L
0.020
1
05/22/1418:55
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
14.5 mg/L
1.0
1
06/05/14 20:44
16887-00-6
5310B TOG
Analytical Method: SM 5310B
Total Organic Carbon
17.6 mg/L
1.0
1
06/03/14 17:00
7440-44-0
Date: 06/06/2014 01:24 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 10 of 23

aceAnaIXical
www.pacelabs.com
ANALYTICAL RESULTS
Project: Clement Pappas 2081
Pace Project No.: 92202491
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Sample: Trip Blank Lab Lab ID: 92202491007 Collected: 05/22/14 00:00 Received: 05/22/14 12:52 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
531 OB TOC
Total Organic Carbon
Date: 06/06/2014 01:24 PM
Analytical Method: SM 5310B
ND mg/L
1.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
06/03/1417:13 7440-44-0
Page 11 of 23 .

aceMaIXical
www.pacelabs.com
QUALITY CONTROL DATA
Project: Clement Pappas 2081
Pace Project No.: 92202491
QC Batch: MBIO/7984 Analysis Method: SM 9222D
QC Batch Method: SM 9222D Analysis Description: 9222D MBIO Fecal Coliform -AVL
Associated Lab Samples: 92202491001, 92202491002, 92202491003, 92202491004, 92202491005, 92202491006
METHOD BLANK: 1206030 Matrix: Water
Associated Lab Samples: 92202491001, 92202491002, 92202491003, 92202491004, 92202491005, 92202491006
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Fecal Coliforms CFU/100 mL ND 1.0 05/22/14 14:31
SAMPLE DUPLICATE: 1206031
Parameter
Fecal Coliforms
92202491004 Dup
Units Result Result RPD Qualifiers
CFU/100 mL 1.0 2.0 67 u1
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Results presented on this page are in the units Indicated by the "Units" column except where an alternate unit is presented to the right or the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 06/06/2014 01:24 PM without the written consent of Pace Analytical Services, Inc..
Page 12 of 23.

acehialXical
viww.pacelabi.com
QUALITY CONTROL DATA
Project: Clement Pappas 2081
Pace Project No.: 92202491
QC Batch: WET/31226 Analysis Method: SM 2540C
QC Batch Method: SM 2540C Analysis Description: 2540C Total Dissolved Solids
Associated Lab Samples: 92202491001, 92202491002, 92202491003, 92202491004, 92202491005, 92202491006
METHOD BLANK: 1207467 Matrix: Water
Associated Lab Samples: 92202491001, 92202491002, 92202491003, 92202491004, 92202491005, 92202491006
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Total Dissolved Solids mg/L NO 25.0 05/28/14 03:08
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
LABORATORY CONTROL SAMPLE: 1207468
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Total Dissolved Solids mg/L 250 226 90 80-120
SAMPLE DUPLICATE: 1207469
92202491001 Dup
Parameter Units Result Result RPD Qualifiers
Total Dissolved Solids mg/L 52.0 48.0 8
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: 06/06/2014 01:24 PM Without the written consent of Pace Analytical Services, Inc..
Page 13 of 23

aceAnalytical
www.pacelabs.com
QUALITY CONTROL DATA
Project: Clement Pappas 2081
Pace Project No.: 92202491
QC Batch: WETA/191,45 Analysis Method: EPA 300.0
QC Batch Method: EPA 300.0 Analysis Description: 300.0 IC Anions
Associated Lab Samples: 92202491001, 92202491002
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
METHOD BLANK: 1210250 Matrix: Water
Associated Lab Samples: 92202491001, 92202491002
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Sulfate mg/L ND 2.0 05/30/1418:41
LABORATORY CONTROL SAMPLE: 1210251
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Sulfate mg/L 20 20.4 102 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1210252 1210253
MS MSD
92201952008 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result - Conc. Conc. Result Result % Rec % Rec Limits RPD Qua[
Sulfate mg/L 3.3 20 20 21.7 23.4 92 101 90-110 8
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1210254 1210255
MS MSD
92201996001 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Sulfate mg/L ND 20 20 19.6 19.6 98 98 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
This report shall not be reproduced, except in full,
Date: 06/06/2014 01:24 PM without the written consent of Pace Analytical Services, Inc..
Page 14 of 23

aceAnaIXical
wvmv pacelabs.com
QUALITY CONTROL DATA
Project: Clement Pappas 2081
Pace Project No.: 92202491
QC Batch: WETA/19161 Analysis Method: EPA 300.0
QC Batch.Method: EPA 300.0 Analysis Description: 300.0 IC Anions
Associated Lab Samples: 92202491003, 92202491004, 92202491005, 92202491006
METHOD BLANK: 1210867 Matrix: Water
Associated Lab Samples: 92202491003, 92202491004, 92202491005, 92202491006
Blank Reporting
Parameter Units Result Limit Analyzed
Sulfate mg/L ND 2.0 06102/1418:18
Qualifiers
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
LABORATORY CONTROL SAMPLE: 1210868
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Sulfate mg/L 20 19.3 96 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1210869
MS
92202491003 Spike
Parameter Units Result Conc.
Sulfate mg/L ND 20
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1210871
MS
92203023003 Spike
Parameter Units Result Conc.
Sulfate mg/L ND 20
1210870
MSD
Spike MS MSD MS MSD % Rec
Conc. Result Result % Rec % Rec Limits RPD
20 21.7 21.7 102 102 90-110 0
1210872
MSD
Spike MS MSD MS MSD % Rec
Conc. Result Result % Rec % Rec Limits RPD
20 20.8 21.0 104 105 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
This report shall not be reproduced, except in full,
Date: 06/06/2014 01:24 PM without the written consent of Pace Analytical Services, Inc..
Qual
Qua[
Page 15 of 23

aceAnalytical
wwwpacelabs.com
QUALITY CONTROL DATA
Project: Clement Pappas 2081
Pace Project No.: 92202491
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QC Batch: WETA/19154
Analysis Method: EPA 350.1
QC Batch Method: EPA 350.1
Analysis Description: 350.1 Ammonia
Associated Lab Samples: 92202491001, 92202491002,
92202491003, 92202491004, 92202491005, 92202491006
METHOD BLANK: 1210591
Matrix: Water
Associated Lab Samples: 92202491001, 92202491002,
92202491003, 92202491004, 92202491005, 92202491006
Blank Reporting
Parameter Units
Result Limit Analyzed Qualifiers
Nitrogen, Ammonia mg/L
ND 0.10 05/30/14 16:12
LABORATORY CONTROL SAMPLE: 1210592
Spike LCS LCS % Rec
Parameter Units
Cone. Result % Rec Limits Qualifiers
Nitrogen, Ammonia mg/L
5 5.0 99 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1210593 1210594
MS MSD
92202404001
Spike Spike MS MSD MS MSD
% Rec
Parameter Units Result
Cone. Cone. Result Result % Rec % Rec
Limits RPD Qual
Nitrogen, Ammonia mg/L ND
5 5 5.4 5.3 108 106
90-110 2
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1210595 1210596
MS MSD
92202491005
Spike Spike MS MSD MS MSD
% Rec
Parameter Units Result
Cone. Conc. Result Result % Rec % Rec
Limits RPD Qua[
Nitrogen, Ammonia mg/L ND
5 5 5.2 5.1 104 103
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
This report shall not be reproduced, except in full,
Date: 06/06/2014 01:24 PM without the written consent of Pace Analytical Services, Inc..
Page 16 of 23

aceMalytical
www.pacelabs.com
QUALITY CONTROL DATA
Project: Clement Pappas 2081
Pace Project No.: 92202491
QC Batch: WETA/19087 Analysis Method: EPA 353.2
QC Batch Method: EPA 353.2 Analysis Description: 353.2 Nitrate + Nitrite, Unpres.
Associated Lab Samples: 92202491001, 92202491002, 92202491003, 92202491004, 92202491005, 92202491006
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
METHOD BLANK: 1205277
Matrix: Water
Associated Lab Samples: 92202491001, 92202491002,
92202491003, 92202491004, 92202491005, 92202491006
Blank
Reporting
Parameter Units
Result
Limit
Analyzed Qualifiers
Nitrogen, Nitrate mg/L
ND 0.020
05/22/14 18:23
LABORATORY CONTROL SAMPLE: 1205278
Spike
LCS
LCS % Rec
Parameter Units
Conc.
Result
% Rec Limits Qualifiers
Nitrogen, Nitrate mg/L
2.5
2.5
101 90-110
'
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1205279
1205280
MS
MSD
92202273001
Spike
Spike MS
MSD MS MSD
% Rec
Parameter Units Result
Conc.
Conc. Result
Result % Rec % Rec
Limits
RPD Qual
Nitrogen, Nitrate mg/L 0.71
2.5
2.5 2.8
2.8 82 83
90-110
0 M1
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1205281
1205282
MS
MSD
92202491002
Spike
Spike MS
MSD MS MSD
% Rec
Parameter Units Result
Conc.
Conc. Result
Result % Rec % Rec
Limits
RPD Qua[
Nitrogen, Nitrate mg/L 0.14
2.5
2.5 2.7
2.7 102 102
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
This report shall not be reproduced, except in full,
Date: 06/06/2014 01:24 PM without the written consent of Pace Analytical Services, Inc..
Page 17 of23

aceAnaIx cal
www.pacelabs.com
QUALITY CONTROL DATA
Project: Clement Pappas 2081
Pace Project No.: 92202491
QC Batch: WETA/19225 Analysis Method: SM 4500-CI-E
QC Batch Method: SM 4500-CI-E Analysis Description: 4500 Chloride
Associated Lab Samples: 92202491001, 92202491002, 92202491003, 92202491004, 92202491005, 92202491006
METHOD BLANK: 1215357 Matrix: Water
Associated Lab Samples: 92202491001, 92202491002, 92202491003, 92202491004, 92202491005, 92202491006
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Chloride mg/L ND 1.0 06/05/14 20:36
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
LABORATORY CONTROL SAMPLE: 1215358
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Chloride mg/L 20 20.7 104 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1215359 1215360
MS MSD
92203153005 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Chloride mg/L 189 20 20 221 219 159 148 75-125 1 M6
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1215361 1215362
MS MSD
92202491001 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qua]
Chloride mg/L 4.1 20 20 22.2 22.3 91 91 75-125 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
This report shall not be reproduced, except in full,
Date: 06/06/2014 01:24 PM without the written consent of Pace Analytical Services, Inc..
Page 18 of 23

aceMalytical
vimpacelabs.com
QUALITY CONTROL DATA
Project: Clement Pappas 2081
Pace Project No.: 92202491
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QC Batch: WETA/19160 Analysis Method: SM 5310B
QC Batch Method: SM 5310B Analysis Description: 5310E TOC
Associated Lab Samples: 92202491001, 92202491002, 92202491003, 92202491004, 92202491005, 92202491006, 92202491007
METHOD BLANK: 1210852 Matrix: Water
Associated Lab Samples: 92202491001, 92202491002, 92202491003, 92202491004, 92202491005, 92202491006, 92202491007
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Total Organic Carbon mg/L ND 1.0 06/03/14 14:28
LABORATORY CONTROL SAMPLE: 1210853
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Total Organic Carbon mg/L 25 25.1 100 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1210854 1210855
MS MSD
92202261003 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qua]
Total Organic Carbon mg/L 8.8 25 25 31.8 31.6 92 91 75-125 0
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1210856 1210857
MS MSD
92202542001 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qua[
Total Organic Carbon mg/L 2.0 25 25 26.9 26.8 99 99 75-125 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
This report shall not be reproduced, except in full,
Date: 06/06/2014 01:24 PM without the written consent of Pace Analytical Services, Inc..
Page 19 of 23

acmnalXical
www.pacelabs.com
QUALIFIERS
Project: Clement Pappas 2081
Pace Project No.: 92202491
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 changes in sample preparation, dilution of
the sample aliquot, or moisture content.
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.
PRL - Pace Reporting Limit.
RL- Reporting Limit.
S - Surrogate
1,2-Diphenylhydrazine (8270 listed analyte) decomposes to Azobenzene.
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.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Acid preservation may not be appropriate for 2-Chloroethylvinyl ether, Styrene, and Vinyl chloride.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI -The NELAC Institute.
LABORATORIES
PASI-A Pace Analytical Services - Asheville
ANALYTE QUALIFIERS
M1 Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.
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
This report shall not be reproduced, except in full,
Date: 06/06/2014 01:24 PM without the written consent of Pace Analytical Services, Inc.. Page 20 of 23

aceAnalytical
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QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: Clement Pappas 2081
Pace Project No.: 92202491
Lab ID Sample ID QC Batch Method QC Batch
92202491001
MW-2R
SM 9222D
MBIO/7984
92202491002
MW-4
SM 9222D
MBIO/7984
92202491003
MW-5
SM 9222D
MB10/7984
92202491004
MW-6
SM 9222D
MB1017984
92202491005
MW-7R
SM 9222D
MB10/7984
92202491006
MW-8
SM 9222D
MB10/7984
92202491001
MW-211
SM 2540C
WET/31226
92202491002
MW-4
SM 2540C
WET/31226
92202491003
MW-5
SM 2540C
WET/31226
92202491004
MW-6
SM 2540C
WET/31226
92202491005
MW-7R
SM 2540C
WET/31226
92202491006
MW-8
SM 2540C
WET/31226
92202491001
MW-2R
EPA 300.0
WETA/19145
92202491002
MW-4
EPA 300.0
WETA/19145
92202491003
MW-5
EPA 300.0
WETA/19161
92202491004
MW-6
EPA 300.0
WETA/19161
92202491005
MW 7R
EPA 300.0
WETA/19161
92202491006
MW.8
EPA 300.0
WETA/19161
92202491001
MW-211
EPA 350.1
WETA/19154
92202491002
MW-4
EPA 350.1
WETA/19154
92202491003
MW-5
EPA 350.1
WETA/19154
92202491004
MW-6
EPA 350.1
WETA/19154
92202491005
MW 7R
EPA 350.1
WETA/19154
92202491006
MW-8
EPA 350.1
WETA/19154
92202491001
MW-2R
EPA 353.2
WETA/19087
92202491002
MW-4
EPA 353.2
WETA/19087
92202491003
MW-5
EPA 353.2
WETA/19087
92202491004
MW-6
EPA353.2
WETA/19087
92202491005
MW-711
EPA 353.2
WETA/19087
92202491006
MW-8
EPA 353.2
WETA/19087
92202491001.
MW-2R
SM 4500-CI-E
WETA/19225
92202491002
MW-4
SM 4500-CI-E
WETA/19225
92202491003
MW-5
SM 4500-CI-E
WETA/19225
92202491004
MW-6
SM 4500-CI-E
WETA/19225
92202491005
MW-711
SM 4500-CI-E
WETA/19225
92202491006
MW 8
SM 4500-CI-E
WETA/19225
92202491001
MW-211
SM 5310B
WETA/19160
92202491002
MW-4
SM 5310B
WETA/19160
92202491003
MW-5
SM 5310B
WETA/19160
92202491004
MW-6
SM 5310B
WETA/19160
92202491005
MW-7R
SM 5310B
WETA/19160
92202491006
MW-8
SM 5310B
WETA/19160
92202491007
Trip Blank Lab
SM 5310B
WETA/19160
Date: 06/06/2014 01:24 PM
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]
Analytical Method
Analytical
Batch
Page 21 of 23

w
aceAnalydcal
www.pacalabs.com
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: of o)
!
Required Client Information: Required Project Information: Invoice Information: / to
`
Comp Report To: Attention: 12(Z
18 0 644 6
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Addres, Copy To: Company Name:
REGULATORY AGENCY :_ _-
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Address: O
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Email T :
Purchase Order No.:
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Referenca:
j•" UST RCRA
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Ph F x: - ^
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Project Name:
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Project Number.
Pace Profile #:
=
Reg
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Fiiteli6d
Y/N)
Section D Matrix Codes-
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Required Client lnfonnallon MATRIX r CODE
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Drinking Water DW
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COMPOSITE
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SAMPLE ID Oil OL
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Sample IDS MUST BE UNIQUE Tissue TS
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DATE.:'•'.'TIME
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i -ACCEPTED'BY/ AF.FILIFITION':�
DATE
TIME•
SAMPLE CONDITIONS
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AMPLEORIGINAL NAME AND SIGNATURE '
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PRINT Name of SAMPLER:
m F
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(MM/DD/YY):
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Co
D o per montn ror any Invoices not within 0 days. F-ALL-Q-020rev.07,15-May-2007

Document Name: Sample.Cohdition Upon
Document Revised: April 9, 2014
eeAnalytical
Receipt $CUR
Page 1 of 2
pa�o'abs.`om
Document'No.:
Issuing Authorities:
I
F-ASV-CS-0037rev.13
Pace Asheville Quality Office
Client Name:����n j
Courier (Circle): Fed Ex UPS USPS Client Commercial ' . Pace Other
.Custody Seal on Cooler/Box Present: -yes o Seals intact: 0 yes no
Packing Material: El Bubb/ Bubble Bags done Other
Thermometer. Used: Gun#3 -13026 Type of Ice. Wet Blue None amples on ice, cooling process has begun
Other:
Temp Correction Factor: Add / Subtract ©C
Corrected.Cooler Temp.: G C
Tempshould be above freezing to 6°C
9
Biological Tissue is Frozen:. Yes No NIA
Comments:
Date and Initials of person examining
contents: �.;j` O
—��—
Chain of Custody Present:
es ❑No-
❑N/A
1.
Chain of Custody Filled Out
f< s ON.
❑N/A
2.
Chain of Custody Relinquished:
VYe. No
❑N/A
3.
Sampler Name & Signature on COC:
Ble. ❑No
❑N/A
4.
Samples Arrived within Hold Time:
es []No
- ❑N/A
5.
Short Hold Time A*rWysls (<72hr):
es' ❑No
rUA
6: T�e co- 1
Rush Turn Around Time Requested:
❑Yes 12K.,
❑N/A
7.
Sufficient Volume:
es []No
❑N/A
8. v .
Correct Containers Used:
-Pace Containers Used:
Yes ❑No
Yes ❑No
❑N/A
❑N/A
9.
Containers Intact:
Yes ❑No
❑N/A
10.
Filtered volume received for Dissolved tests
❑Yes ❑No
N/A
11.
Sample Labels match COC:
-Includes date/time/ID/Analysis Matrix:
es ❑No
❑N/A
12:
All containers needing preservation have been checked.❑No
All containers needing preservation are found to be in
compliance with EPA recommendation.
exceptions: VOA, colirorm, TOC, O&G, WI-DRO (water)
❑NIA
" : es ❑No ❑N/A
//
Ely. M4
13.
Samples checked for dechlorination:
es ❑No
.❑N/A
14.
Headsoace in VOA Vials (>6mm):
[]Yes ❑No
CKIA
15.
Trip Blank Present:
Trip Blank Custody Seals Present
Pace Trip Blank Lot # (if purchased):
❑Yes ❑No N/A
❑Yes -❑No /A
16.
Client Notification/ Resolution: Field Data Required? Y -/ N
Person Contacted: Date/Time:
Comments/ Resolution:
SCURF Review:I . ' ��r IDate:
SRF Review:1 - (1-T - iDate: �1 / I't I
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)

.uS.., >y:Y;SX •�5:. .,y::. ,-R:iiii:.:S%i:..
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2ZI HAYWOOD SYRPE'E, ASFEVILLE, KC 2800i
TE:L.828. 281.3350 rAC. 828.281.33F51
W WW.ALTAMONTEr4VIRONMENTAL.GOM
Well Sampling Log
PROJECT NAME: Clement Pappas
PROJECT NUMBER: 2081
SAMPLING PERSONNEL: E. Yurkovich
DATE: ! f
WEATHER: 501Z
SAMPLE TIME:. 4 5-
WELL NUMBER:
WELL DIAMETER: "
TYPE OF CASING: G
MEASURING POINT,
FLUSH MOUNT CK-UP
COMMENTS: Ww d
t• nvAAgGs
am-'
WELL DEPTH IN FEET (WD): D
WATER LEVEL IN FEET (WL): 7.55*
LENGTH OF WATER COLUMN: FEET
(WD) - (WL) = (LWC)
ONE CASING VOLUME: /.25GALLONS
(LWC) x (WCV)
THREE CASING VOLUMES: 3'� 1 GALLONS
ACTUAL VOLUME PURGED: GALLONS
WELL CASING VOLUMES (WCV).
1" = 0.041 Gal = 0.17 Gal/Ft 3" = 0.38 Gal/Ft 4" = 0.66 Gal/Ft 6" = 1.5 Gal/Ft 8" = 2.6 Gal/Ft
12' = 5.8 Gal/Ft
PURGE METHOD: BAI -DISP.)BAILER-TEFLON
DEDICATED PUMP WHALE PUMP GRUNDFOS OTHER:
SAMPLE METHOD:
BA
P. BAILER-TEFLON DEDICATED PUMP WHALE PUMP GRUNDFOS OTHER:
READING
TIME
GAL
PURGED
TEMP
(°C)
SPECIFIC
COND.
(PS/cm)
DISSOLVED
OXYGEN
(mg/L)
pH
(S.U.)
report to
0.1 S. U.
OXIDATION
REDUCTION
POTENTIAL
(mV)
TURBIDITY
(NTU)
COMMENTS
1
?0
57--5/
�
/ • I
2.a5
7q69
3.
3.
5.39
ep3.
g.
3
4
5
6
7
8
.9
10
SAMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
500 mL PLASTIC
1
TDS/Chloride/Sulfate
250 mL PLASTIC
1
Fecal Coliform
125 mL PLASTIC
2
Ammonia/Nitrate
40 mL GLASS
3
TOC
1 L GLASS
OTHER
PROTECTIVE CASING:--AoLk _. PAD: --jot LOCK:_ VEGETATION:
®t ACCESS: 63nc�
Sampling Personnel Signature:*
Date; (t <
Notes: °C = degrees Celsius
pS/cm = microSiemen per centimeter
mg/L = milligrams per liter
S.U. =Standard Units
mV = millivolt
NTU = nephelometric turbidity Units
Samples are analyzed immediately'upon collection.
PATemplates\GW Drilling Forms\Well Sampling Log.xls Page 1 of 1

KNEES
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€�::«:yy£:;,�_.._ �'��.�_.:::����.� ��%.s.�.�.,z<<i8<s___:::�sy'���✓�z.,.•;:>az-: ��%'�`.x::r::z`:''
231 HAYV POD sIRREET, ASHEVILLE, N% 2890'
TE:I..828. 281 .3350 1AC.828.281.3351
WWW.A LTA M D NT 6 N VI RO-N M EN TA L. C.OM
Well Sampling Log
PROJECT NAME: Clement Pappas
PROJECT NUMBER: 2081
SAMPLING PERSONNEL: E. Yurkovich
DATE:
WEATHER: [r co6�F
SAMPLE TIME:.
WELL NUMBER: —
WELL DIAMETER: 19"
TYPE OF CASING: e,
MEASURING POINT: IbC�
FLUSH MOUNT/ STICK-UP
COMMENTS:
WELL DEPTH IN FEET (WD): 18.60
WATER LEVEL IN FEET (WL):6.7
LENGTH OF WATER COLUMN: Tfb FEET
(WD) - (WL) _ (LWC)
ONE CASING VOLUME: GALLONS
(LWC) x (WCV)
THREE CASING VOLUMES: ✓• GALLONS
ACTUAL VOLUME PURGED: 5..0 GALLONS
WELL CASING VOLUMES (WCV)
1" = 0.041 GaVPt 2" = 0.17 Gal/Ft 3" = 0.38 GoVFt 4". = 0.66 GaVFt 6" = 1.5 Gal/Ft 8" = 2.6 Gal/Ft
12" = 5.8 GaVFt
PURGE METHOD: AI - S BAILER-TEFLON DEDICATED PUMP WHALE PUMP GRUNDFOS OTHER:
SAMPLE METHOD:.
ER- BAILER-TEFLON DEDICATED
PUMP WHALE PUMP GRUNDFOS OTHER:
READING
TIME
GALLONS
PURGED
TEMP
VC)
SPECIFIC
COND.
(PS/cm)
DISSOLVED
OXYGEN
(mg/L)
pH
(S.U.)
report to
0.1S.U.
OXIDATION
REDUCTION
POTENTIAL
(mV)
TURBIDITY-
(NTU)
COMMENTS
1
,
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6.
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5
6
7
8
9
10
SAMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
500 mL PLASTIC
1.
TDS/Chloride/Sulfate
250 mL PLASTIC
1
Fecal Coliform
125 mL PLASTIC
2
Ammonia/Nitrate
40-mLGLASS
3
TOC
1 L GLASS
OTHER
PROTECTIVE CASING:• — PAD:cg_ LOCK:__ VEGEr TION:
'Ok ACCESS: C5041
Sampling Personnel Signature:
,
Date, / PAY
Notes: °C = degrees Celsius
uS/cm = microSiemen per centimeter
mg/L= milligrams per liter
S.U. = Standard Units
mV = millivolt
NTU = nephelometric turbidity units
Samples are analyzed immediately upon collection.
P:\TemplateslGW Drilling FormslWell Sampling Log.xls Page 1 of 9

2J1 HAYWIDOD SIREET. ASHFVILL•a, NC 2880'
TE1..828.2.81.3350 VAC.B2a.281,3351
WWW.A LTA M O NT E NV4 RON MEN TA L. GOM
Well Sampling Log
PROJECT NAME: Clement Pappas
PROJECT NUMBER: 2081
SAMPLING PERSONNEL: E. Yurkovich
DATE: i %
WEATHER:' 671duyr
SAMPLETIME: 40
WELL NUMBER:
WELL DIAMETER: �* "
TYPE OF CASING:
MEASURINGLP�OINT-
FLUSH MOUSTICK-UP
COMMENTS:
WELL DEPTH IN FEET (WD): 1R.000
WATER LEVEL IN FEET (WL): 16.57
LENGTH OF WATER COLUMN: . 03 FEET
(WD) - (WL) = (LWC) t
ONE CASING VOLUME: 1 GALLONS
I(LWC) x (WCV)
THREE CASING VOLUMES: _1�7. GD GALLONS
ACTUAL VOLUME PURGED: GALLONS
WELL CASING VOLUMES (WCV)
1" = 0.041 Gal/F " = 0.17 Gal/Ft 3" = 0.38 Gal/Ft 4" = 0.66 GaVFt 6" = 1.5 GaVFt 8" = 2.6 GaVFt
12" = 5.8 Gal/Ft
PURGE METHOD: AILER- . BAILER-TEFLON DEDICATED PUMP WHALE PUMP GRUNDFOS OTHER:
SAMPLE METHOD: IS . BAILER-TEFLON DEDICATED
PUMP WHALE PUMP GRUNDFOS OTHER:
READING
TIME
GALLONS
PURGED
TEMP
(°C)
SPECIFIC
COND.
(PS/cm)
DISSOLVED
OXYGEN
(mg/L)
pH
(S.U.)
report to
0.1S.U.
OXIDATION
REDUCTION
POTENTIAL
(mV)
TURBIDITY-
(NTU)
i
COMMENTS.
• 1
0 3
n
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i
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6
7
8
9
10
SAMPLING CONTAINER.
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
500 mL PLASTIC
1
TDS/Chloride/Su[fate
250 mL PLASTIC
1
Fecal Coliform
125 mL PLASTIC
2
Ammonia/Nitrate
40 mL GLASS
3
TOC
1 L GLASS
OTHER
PROTECTIVE CASING: Ck PAD: _ LOCK:
VEGETATION: ACCESS:
Sampling Personnel Signature:
Date;
Notes: °C = degrees Celsius
pS/cm = microSiemen per centimeter
mg/L = milligrams per liter
S.U. = Standard Units
mV = millivolt
NTU = nephelometric turbidity units
Samples are analyzed immediately upon collection.
P:\Templates\GW Drilling Forms\Well Sampling Log.xis Page 1 of i

•.J:i:
2:31 HAVW000 5'IRBE'(, A3Fe L`VILL'a� NG 28E30.1
TEL., 9.281.3350 Y'AC.B2.9-- K1-.335
VV WW.ALTAMONTENVIRON.CENTAL.GOM
Well Sampling Log
PROJECT NAME: Clement Pappas
PROJECT NUMBER: 2081
SAMPLING PERSONNEL: E. Yurkovich
DATE: 5
WEATHE : ®�
SAMPLE TIME:.
WELL NUMBER:
WELL DIAMETER: ,�"
TYPE OF CASING: wL
MEASURING POINT- G
FLUSH MOUNT/ TICK -UP
COMMENTS:
WELL DEPTH IN FEET (WD):
WATER LEVEL IN FEET (WI 'J•Q
LENGTH OF WATER COLUMN: FEET
(WD) - (WL) _ (LWC)
ONE CASING VOLUME: a.�IS GALLONS
(LWC) x (WCV)
THREE CASING VOLUMES: _.9S GALLONS
ACTUAL VOLUME PURGED: 3•o GALLONS
WELL CASING VOLUMES (WCV)
1•• = 0.041 Gal/Ft ' = 0.17 Gal/Ft 3' = 0.38 Gal/Ft 4" = 0.66 Gal/Ft 6" = 1.5 Gal/Ft 8" = 2.6 Gal/Ft
12" = 5.8 Gal/Ft
PURGE METHOD: A BAILER-TEFLON
DEDICATED PUMP WHALE PUMP GRUNDFOS OTHER:
SAMPLE METHOD:
SP BAILER-TEFLON
DEDICATED PUMP WHALE PUMP GRUNDFOS OTHER:
READING
TIME
GALLONS
PURGED
TEMP
(IC)
SPECIFIC
COND.
(PS/cm)
DISSOLVED
OXYGEN
(mg/L)
pH
(S.U.)
report to
0.1 S.U.
OXIDATION
REDUCTION
POTENTIAL
(mV)
TURBIDITY
(NTU)
COMMENTS
5.88
.5yto
43i
logo,0
5.
/.�{5'.9
�` 3
60 3
a.o
15.8to
!
5
55.
col• �(
•�
4
656P
so
6.9
t
.3
5,,
Cog•
5
6
7
8
9
10
SAMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS _
500 mL PLASTIC
1
TDS/Chloride/Sulfate
250 mL PLASTIC
1
Fecal Coliform
125 mL PLASTIC
2
Ammonia/Nitrate
40 mL GLASS
3
TOC
1 L GLASS
OTHER
PROTECTIVE CASING: PAD:-4!y_ LOCK: Q:IL VE ION: d> ACCESS: I_
Sampling Personnel Signature:
Date: �a
Notes: °C = degrees Celsius
pS/cm = microSiemen per centimeter
mg/L = milligrams per liter
S.U. = Standard Units
mV = millivolt
NTU = nephelometric turbidity units
Samples are analyzed immediately upon collection.
PATemplates\GW Drilling Forms\Well Sampling Log.xls Page 1 of 9

201 HAYWOOD SIRRET. ASHEVILLE, NC 28801,
'CE: 1..828.2Bi.9350 FACE; 7..A-�?:31.33:i1
WWW.ALTAMONTEt4V4RO-NMENTAL."M
Well Sampling Log
PROJECT NAME: Clement Pappas
PROJECT NUMBER: 2081.
SAMPLING PERSONNEL: E. Yurkovich
DATE: /
WEATHER: ooF
SAMPLETIME:• jja3
WELL NUMBER: Hhf—
WELL DIAMETER:"
TYPE OF CASING: G
MEASURING POINT: �(�',
FLUSH MOUNT STICK-UP
COMMENTS:
WELL DEPTH IN FEET (WD):_f7, 80
WATER LEVEL IN FEET (WL): Il•3f3
LENGTH OF WATER COLUMN:. FEET
(WD) - (WL) = (LWC)
ONE CASINO VOLUME: b GALLONS
(LWC) x (WCV)
THREE CASING VOLUMES: GALLONS
ACTUAL VOLUME PURGED: 5 GALLONS
WELL CASING VOLUMES (WCV)
1" = 0.041 Gal/Ft 2" = 0.17 Gal/Ft 3" = 0.38 Gal/Ft 4" = 0.66 Gal/Ft 6" = 1.5 Gal/Ft 8" = 2.6 Gal/Ft
12" = 5.8 Gal/Ft
PURGE METHOD: ILER-DISP. BAILER-TEFLON DEDICATED PUMP WHALE PUMP GRUNDFOS OTHER:
SAMPLE METHOD:
AILER-DISP. BAILER-TEFLON DEDICATED PUMP WHALE PUMP GRUNDFOS OTHER:
READING
TIME
GALLONS
PURGED
TEMP
(IC)
SPECIFIC
COND.
(PS/cm)
DISSOLVED
OXYGEN
(mg/L)
pH
(S.U.)
report to
0.1S.U.
OXIDATION
REDUCTION
POTENTIAL
(mV)
TURBIDITY-
(NTU)
COMMENTS
• 1
c
1 .8
l5�
Cp.38
5= 2Y
l80. 8
1 .
2
-
ILI, r2
•-
3.
as
.
q
5.31
8.3
7i
4
3
a51q.!ems
.q
6.3,q
jej.7
5
6
7
8
9
10
SAMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
500 mL PLASTIC
1
TDS/Chloride/Sulfate
250 mL PLASTIC
1
Fecal Coliform
125 mL PLASTIC
2
Ammonia/Nitrate
40 mL GLASS
3
TOC
1 L GLASS
OTHER
PROTECTIVE CASING: ak PAD:
LOCK: dtl-
VEGETATION: ot ACCESS:
Sampling Personnel Signature:
Date: Sly111
Notes: °C = degrees Celsius C�
pS/cm = microSiemen per centimeter
mg/L = milligrams per liter
S.U. = Standard Units
mV = millivolt
NTU = nephelometric turbidity units
Samples are analyzed immediately upon collection.
P:\Templates\GW Drilling Forms\Well Sampling Log.xls Page 1 of 1

2J1 H A Y W 00 i7-`;'f RIi E'f, AFFE V ILL=, NC 2a E30i
T E: 1..:328. 2 E31. 3350 VA C. 82..8. 291. 3851
WWW.ALTA MONTE NVIRONMENTAL. COM
Well Sampling Log
PROJECT NAME: Clement Pappas
PROJECT NUMBER: 2081
SAMPLING PERSONNEL: E. Yurkovich
DATE: /41
WEATHE
SAMPLETIME:• �j f
WELL NUMBER:
WELL DIAMETER: r�"
TYPE OF CASING:
MEASURING POINT.,.-
FLUSH MOUNT STICK-UP
COMMENTS:
WELL DEPTH IN FEET (WD): ,
WATER LEVEL IN FEET (WL): Ct
LENGTH OF WATER COLUMN: 1q, I FEET
(WD) - (WL) = (LWC)
ONE CASING VOLUME: O.'�d GALLONS
(LWC) x (WCV)
THREE CASING VOLUMES: /c7 GALLONS
ACTUAL VOLUME PURGED: GALLONS
WELL CASING VOLUMES (WCV)
1" = 0.041 GaVIF " = 0.17 GaII/Ft 3" = 0.38 GaII/Ft 4" = 0.66 Gal/Ft 6" = 1.5 Gal/Ft 8" = 2.6 Gal/Ft 12" = 5.8 Gal/Ft
PURGE METHOD: AILER-DI P. BAILER-TEFLON DEDICATED PUMP WHALE PUMP GRUNDFOS OTHER:
SAMPLE METHOD:
- ISP. BAILER-TEFLON DEDICATED PUMP WHALE PUMP GRUNDFOS OTHER:
READING
TIME
GALLONS
PURGED
TEMP
(°C)
SPECIFIC
COND.
(PS/cm)
DISSOLVED
OXYGEN;
(mg/L)
pH
(S.U.)
report to
0.1 S,U,
OXIDATION
REDUCTION
POTENTIAL
_ (mV)
TURBIDITY-
(NTU)
COMMENTS
1
tapiYu
13•
4o.87
1bb.1
15=`Q-
2
0.75
PIP
'�'ZQ
6.1g
.3
89.
3
!•
a.
' 4931
AN
lam, lj?
'263.Ice
4
P.V
Ca o
1.
Co.oS
b-7
M e.ep
5
6
7
8
.9
10
SAMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
500 mL PLASTIC
1
TDS/Chloride/Sulfate
250 mL PLASTIC
1
Fecal Coliform
125 mL PLASTIC
2
Ammonia/Nitrate
40 mL GLASS
3
TOC
1 L GLASS
OTHER
PROTECTIVE CASING: (IK PAD: ak LOCK: _VEGETATI
ACCESS:
Sampling Personnel Signature:'
Date: 5 as RECEIVENDENR/Dpt�)r�
Notes: °C = degrees Celsius
PS/cm = microSiemen per centimeter
mg/L = milligrams per liter
S.U. = Standard Units
mV = millivolt
NTU = nephelometric turbidity units
Samples are analyzed immediately upon collection.
M
JUL - 33 2014
W ter Quality
Permitting Suction
P:\TemplateslGW Drilling Forms\Well Sampling Log.xls Page 1 of 1

EVVIMSEN
E'_NG1N"E'ERIA & 4H YDROLGEO'LOGY"
231 HAYWOOD STREET. ASHEVILLE. NC 28801
TEL.[phone] FAC.828.281.3351
WWW.ALTAMONTENVIRONMENTAL.COM
Equipment Documentation & Instrument Calibration Data Sheet
Calibration Documentation
Project Name: Clement Pappas Person Conducting Calibration: E. Yurkovich
Project Number: 208.1 Date of Calibration: Fad (,;l K
Project Location: Mountain Home, NC Date of Field Measurement : si6a w
Equipment Documentation
Equipment or meters used to take measurements (e.g. water level meters, survey equipment, etc.):
Equipment Type
Serial Number
Brand
Date of Use
150-ft Water Level
26154
Solinist
150-ft Water Level
22754
Solinist
150-ft Water Level
150
Testwell
150-ft Drawdown
MP30-1527
QED.
Other
Micro TPW Turbidity Meter
Calibration Standards
Exp Date
Instrument
Serial #
_
Instrument Reading
0.02 NTU
10.0 NTU
1000 NTU
o�
200601045
Initial:
v. �o
Initial:.
Initiab� (0
Cal: 0
.64
Cal: la 0
Cal:
Time: .gN
Time: &S
Time: p
YSI 556 Muitiparameter Meter
RECEI ED/DENRI WR
JUL e3 2014
Water Qualify
Permitting Seclion
Instrument Serial Number
12L101057
Instrument Readings
Calibration
Expiration Date
Dissolved Oxygen
Initial: G
Cal: Q�0
m
Time: �rp
NA
pH 7 S.U. report to 0.1
S.U.
Initi
_v
pHmV:
Cal:
ac1
pHmV:
Time-
AbW &15'
pH 4 S.U. report to 0.1
S.U.
Initia 4�
pHmV:
Cal- _dv
pHmV:
Tim
r�
fA a t
pH 10 S.U. report to
0.1 S.U.
Initial:
pHmV:
Cal:
pHmV:
Time:
QC* pH 7 S.U. report
to 0.1 S.U.
AM Time:
Meas:
Mid Day Time:
Check:
PM Time:
Check:
Spec. Cond.
1413/447/84/23
pS/cm**
Initial.
r i /�3
'�ll�V
Cal:
r qt ,3
f
Time:
� /��
r
% .li.�
7
QC* 84 pS/cm
AM Time
Meas:
Mid Day Time:
Check:
PM Time:
Check:
5
ORP 240 mV
In '
Cal: -
U
Time:
AW
1. Electronic equipment calibrated according to the manufacturer's operation manual.
2. Specific Conductivity should be calibrated according to values representative of historic range.
3.Order of Calibration is as follows : Specific Conductivity, pH 7, pH 4, pH 10, ORP, QC checks.
4. QC Acceptable Ranges: pH +/- 0.1 S.U. and Specific Conductivity 10% of the true value. If readings are out of these ranges, meter
needs to be recalibrated.
5. * Indicates that a QC check must be performed in the morning, afternoon, and the end of the day, or every four hours.
6. ** Indicates to choose a Specific Conductivity buffer of 1413, 447, 84, or 23 mS which is closest to historical readings from the project location.
P:\Templates\GW-Drilling Forms\Calibration Data SheetYSl 556-Rev 2.xis Page 1 of 1

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GW-59A COMPLIANCE REPORT FORM Permit # WQ0004797
(Submit one each monitoringperiod with GW-59 forms.)
1
Enter date monitoring results were due. (6/30l2014 )Will this monitoring report (GW-fi9 and GW 59A)
be submitted after the established due date?
4YESNO
2
Was any required information missing on the GW-59 report forms?
IF the answer to question 1 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", contact the Regional Office for guidance.
1
J
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-8 =17.6 mg1L
Fecal Coliform (limit = 11100 ml-) - MW-6=1.01100 mL
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?'
if the answer to question 5 is "NO", skip to section 8.
1f the answer to question 5 is "YES"7 list in the space provided below, each well with constituent(s) exceeding
standards, concentration(s) reported, and sample collection date for each occurrence (for the last two years).
Toml OrgaNc Carbon Qlmil=10mg/L)- 5=14: MW-8-17.6 mg/L
1120/13: MW-8=21.0 mg1L '
' 51162013: MW-2R-13.5 mglL, MW4 = 31.8 mg/L. MW-7R-12.8 mgll., MW41= 15.8 mg1L
111711Z MW-2R=31.1mg/L,MW4='0.6mg/L, MW-7R=11.6 mg/L, MW-8=24.8 mg/L
5117112: MW-6-21.6 mg0. MW41=14A mg1L
Feral Wdom panil =11100 ml-) - 522/14: MW-6-1.01100 mL ,
11120113: MW-5=1.01100 mL
' 51162013:MW-4 2.01100mL,MW-5=1.0/100mL,MW-6-121/100mL,MW-8=10.9/100mL
1177112: MW-4=2.0/100 mL, MW.6-3.1/100 mL
6
Are the monitoring wells listed in section 5 located at or beyond the review boundary?
YES
NO
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
YES
NO
groundwater quality problem?
�)
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 Re_pional 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 subject the permittee to a Notice of Violation,
fines, and/or penalties.
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. Fecal coliform was detected in the May 2014 MW-6 sample at the
standard but below historic detections. Fecal coliform was last detected in MW-5 during the November 2013 sampling event and in MW-4 and
MW-8 during the May 2013 sampling event.
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.
iiafereby ackno dge::tha e a eirifo"rin on as evalua�e� and the;mfolm�afiori submitted m fhfs
-
repork (Coln fan, e p W 9 ;) istrue " nd om . lete to the best oflFn kriowled e'. s„,DIY
,_..P...........,... "..,....., YL
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i ��� i
z
-
JUL
3 Z
314
Sigma re of Permiit a (or Authorized Agent) D to
WatE
r Quellity
Perm. It-(Ing 0lc,-ULJVl1
GW-59A 12/8/2003

T � -
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-
ionic
.c
MOON -4
- r _
4 Attachment D `.
y
DENR
�GW=59:`=
f
4
,. f ..
G`roubdwater Quality
Monitoring:
=4:
NO OQ
port Forms
�.- Compliance ReYA
L
nv
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DA
- J.
:t
SO
k
1
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An
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t3 l -
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F GROUNDWATER QUALITY MONITORING- SUBMIT FORM
W COMPLIANCE I C REPORT REPORT FORM
PAPER ONLY
FACILITY INFORMATION Please Print Clearly or Type
Facility Name-, Clement Pappas
Permit Name (if different):
Facility Address: 125 Industrial Park
Hendersonville 0s1*01) NC 28792 county Henderson
(City) (state} 01))
.30t Person: Mr. Blake Kehoe Telephone#: 8 2 8 - 6 9 3 -0711
Location/Site Name: Irrigation Area No. of wells to be sampled:. 6
MW-2R.
WELL ID NUMBER (from Permit):
Well Depth: 14 . 90ft.
Depth to Water Level $2546: 7 . 5 6 ft. below measuring point,
Measuring Point is 3.77 'ft. above land surface
Volume of water pumped/bailed before sampling: 1.25
Samples for metals were collected unfiltered: Ll YES ❑
I .---A -11 .-PA- A ­­
40 UNIT
e­919401-5306
PERMIT Number: Expiration Date:, 11/30/201
Non -Discharge WQ0004797 UIC
NPDES Other
TYPE OF PERMITTED OPERATION BEING MONITORED
El Lagoon El Remediation. Infiltration Gallery
FZ Spray Field 0 Remediation- '
EJ Rotary Distributor D Land Application of Sludge
El Water Source Heat Pump El Other
Date sample collected: 5/22/2014 FIELD ANALYSES:
Well Diameter: 2 in. pH 00400: 5 . 3 9 units Temp. 000io: 13 . 08 Oc
Screened Interval: 6* ft. to 11'* ft. Spec, Cond. ooQ94- 62 pMhos
Relative M.P. Elevation: 2, 062.36ft. Odor 000n: none
*screened interval is —relata-ve to land surf!ace
gallons Appearance
E:JYEs El NO
If WELI,
WAS
DRY at
time of
check
here:
.40
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
'/100mL
Nitrite (NO2) as N oo6i5
mg/L
Pb- Lead oimi uq1L
Coliform: MF Fecal 31616
< 0
Nitrate (NO3) as N 00620
mg/L
Zn -Zinc oik k -J mg/L
Coliform: MF Total 31504
11OOmL
Phosphorus: Total as P oesz5
mg/L
C)
(Note: Use MPN method for 7ighly'turbid samples)
Orthophosphate 70507
mg/L
Other (Specify Compounds and Concentration, Uni
)issolved SolidsiTotal 70300
52.0 mg/L
Al - Aluminum 01105
mg/L
jtlr�� 6 a
u o,
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
TOC oono
8.0 mg/L
Ca- Calcium 00916
mg/L
Chloride 00940
4.1 mg1L
Cd - Cadmium 01027
uq/L
Arsenic 01002
ug/L
Chromium: Total 01,034
ug/L
Grease and Oils 00552
mg/L
Cu - Copper 01042
mg/L
ORGANICS: (by GC, GC/MS, HPLC)
Phenol 32730
ug1L
Fe - Iron oiG45
ug/L
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate oos4s
8 4 mg/L
Hg - Mercury ngoo
uglL
Lab Report Attached? El Yes(i) M No
Specific Conductance 000gs
gMhos
K - Potassium 00937
mg/L
VOC 7873 method #
Total Ammonia onio
<0-10 mg/L
Mg - Magnesium 00927
mg/L
method #
(Ammonia Nitrogen; NH3as N;Ammonia Nitrogen, Total)
Mn - Manganese oioBs
uq/L
method #
TKN as N oo625
— . mg/L
Ni - Nickel mou
uq/L
method #
For Remediatlon Systems Only (Attach Lab Reports): Influent Total VOCs: ma/L Effluent Tatsl VC)(q- mrill XInt, 0--.10L

PVFGROL
NDWATER QUALITY MONITORING,
LIANCE REPORT FORM
SUBMIT FORM ON YELLOWPAPER ONLY
'acility Name: Clement Pappas
'ermit Name (if different):
'acility Address: 125 Industrial Park
Hendersonville (strew) NC 28792 County Henderson
rC1ed _,. 1 11._,.
act Person: Mr. Blake Kehoe Telephone#: [phone]
Location/Site Name: Irrigation Area. No, of wells to be sampled 6
31[W' UNIT
PERMIT Number: Expiration Date: 11 / 3 0 / 2; 015
Non -Discharge WQ0004797 UIC
NPDES Other
TYPE OF PERMITTED OPERATION BEING MONITORED
El Lagoon ❑ Remediation: Infiltration Gallery
0 Spray Field ❑ Remediation:
Rotary Distributor ❑ Land Application of Sludge.
Water Source Heat. Pump ❑ Other:
�r�lnrLUVV uY1"1J1c1V1M I lu IV MW-4
If WELL
WELL ID NUMBER (from Permit):
Date sample collected: 5 / 2 2 / 2 014
FIELD ANALYSES:
WAS
Well Depth; 18 . 6 0 ft.
Well Diameter: 2 in.
pH 00400: 5 91 units Temp. 000lo: 13 .51 °C
DRY at
Depth to Water Level 82546: 8 . 70 ft, below measuring,point
Screened Interval: s*ft, to"t6.1*ft.
Spec. Cond. oo094: 2,29 µMhos
time of
Measuring Point is 2 • 43 ft. above land surface
Relative M.P. Elevation: 2063.77 ft.
Odor 000s5: none
sampling,
check
Volume of water um ed/bailed before sampling: 5 . 0
P P p g: gallons
*scxeened interval is xelative to land suraCe
Appearance
here:❑
Samples for metals were collected unfiltered: ❑YES El NO
z7'
and field acidified: ❑ YES El No
1 Ar, ID',,-r 1K1Cr%0ARAT1lN1'
Pate 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 (NOZ) as,N ocmB
mg/L
Coliform: MF Fecal zims
<2 . 0 /100mL
Nitrate (NOa) as N oo62o
0.14 mg/L
Coliform: MF"Total 31504
/100mL
Phosphorus: Total as P 00665
mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L
issolved Solids:Total 70300
146 . 0 mg/L
Al -Aluminum o11os
mg/L
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
TOC omao
8 • 7 mg/L
Ca -Calcium oosls
mg/L
Chloride 00940
10.8 mg/L
Cd - Cadmium 01027
ug/L
Arsenic 01002
ug/L
Chromium: Total 01034
ug/L
Grease and Oils oo552
mg1L
Cu - Copper 01042
mg/L
Phenol 32730
ug/L
Fe- Iron 01045
ug/L.
Sulfate oo945
22. 5 mg/L
Hg - Mercury 71900
ug/L
Specific Conductance 00095
µMhos
K - Potassium 00937
mg/L
Total Ammonia coslo
<'0 . 10 mg/L
Mg - Magnesium 00927
mg/L
(Ammonia Nitrogen; NH3 as N; Ammonia Nitrogen, Total)
Mn -Manganese o1055
ug/L
TKN as N oos25
mg/L
Ni - Nickel 01067
ug/L
Pb - Lead oio5i
Zn Zinc 01092
Certification No. 317712
ug/L
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) [2 No (0)
VOC 7873 method #
method #
method #
method #
rv1 ItcrlivurdLIU11 oysierils vnry kmEEacri LaA Kepo.rtsr: IRTluent iotai vuus mg/L Effluent Total VOCs: mo/L VOC Ramovalo
VVV-3y MEW. VIGU`115

SUBMIT FORM ON YELLOW PAPER ONLY
GROUNDWATER QUALITY MONITORING:
COMPLIANCE REPORT FORM
�.+..,►, ,
I, -• ,
PERMIT Number:
Expiration Date: 11 / 3 0 / 2 015
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
(811eot) NC 28792 Coun Henderson
tY
El Lagoon
❑ Remediation: Infiltration Gallery
(cily'l
Pala) (4ip)
ER Spray Field
❑ Remediation:
Contact Person: Mr.
flake 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:
L'ID NUMBER (from Permit): MW_5
Date sample collected:
5 / 2 2 / 2 014
FIELD ANALYSES:
Depth: 18 . 6 0 ft.
Well Diameter:
2 in.
pH 00400: 5 • ,17 units
n to Water Level 82546: 8 . 57 ft, below measuring point
Screened Interval:
9 * fit, to 1 S * ft.
Spec. Cond. oo0s4:
Temp. 0001o: 12 • 90 oC I
DRY at
241 Whos time of
;wring Point is 3 . 0 0 ft. above land surface Relative M.P. Elevation: 208.5.60 ft. , Odor 000ss: none
Tie of water um ed/bailed beforesampling* 5 .25 *screened interval is relatiive to land surface
P pgallons Appearance
Aes for metals were collected unfiltered: El YES ❑ NO and field acidified: 0 YES ❑ NO
tte sample analyzed: varies; see analytical report LaboratoryName: Pace Analytical Services
1RAMETERS NOTE: Values should reflect dissolved and colloidal concentrations.
COD oo335
mg/L
Nitrite (NO.) as N oom5
mg/L
Col form, MF Fecal 3161E
, <10 . 0 /100mL
Nitrate (NO3) as N oos2n
0 . 0 9 9 mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P ooEE5
mg/L
(Note: Use, MPN method for h ghly'turbld samples)
Orthophosphate 70507
mg/L,
solved Solids:Total70300
110 mg/L
Al - Aluminum oiio5
mg/L
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
TOC oosso
5.8 mg/L
Ca - Calcium oosi5
mg1L
Chloride 00940
6 • 6 mg%L
Cd - Cadmium 01027
ug/L
Arsenic 01002
ug/L
Chromium: Total 01034
ug/L
Grease and Oils 00552
mg/L
Cu - Copper o1o42
mg/L
Phenol 32730 _
ug/L
Fe - Iron 01045
ug/L
Sulfate 00945
<2 • 0 mg/L
Hg - Mercury 71900
ug/L
ecific Conductance ongs
6 Mhos
K - Potassium 00937
mg/L
Total Ammonia omio
< 0 . 10 mg/L
Mg - Magnesium 00927
mg/L
(Ammonia Nitrogen, NN,as N; Ammonia Nitrogen, Total)
Mn - Manganese mo55
ug/L
TKN as N 00625
mg/L
Ni - Nickel 01067
ug/L
Certification No. 3 7 712
Pb - Lead oio51 ug/L
Zn - Zinc 01092 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) M No (0)
VOC 7$73 method '#
Method #
method
method_#
rul r—ilivu,dt,un oyszems vnty (Auacn wan Kepons):: Inrlwent Iotal. VCCs: mq/L Effluent Total VOCs: mn/L. VOr. Ramnv210/.
check
here:❑.

ouoivn l runivl UN TCLLuVy rArtzm ONLY
UNDWATER QUALITY MONITORING.
PLIANCE REPORT FORM
FACILITY INFORMATION Please Print Clearly or Type
Facility Name: Clement Pappas
Permit Name (if different):
Facility Address: 125 Industrial Park
Hendersonville (s`rePt) NC 28792 County Henderson
(Clay) (Mate) 0n)
act Person: Mr. Blake Kehoe Telephone#: 8 2 8 - 6 93 - 0 711
Location/Site Name: Irrigation Area No. of wells to be sampled: 6
DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
DIVISION OF WATER RESOURCES -INFORMATION PROCESSING UNIT
1617 MAIL SERVICE CENTER', RALEIGJd, NC 27699.1617 Phone: [phone]
PERMIT Number: Expiration Date: 11 / 3 0 / 2 015
Non -Discharge WQ 0 0 04 7 9 7 UIC
NPDES Other
TYPE OF PERMITTED OPERATION BEING MONITORED
❑ Lagoon ❑ Remediation: Infiltration Gallery
® Spray Field ❑ Remediation:
❑ Rotary Distributor ❑ Land Application of Sludge
❑ Water Source Heat Pump ❑ Other:
-- ---- - - -'" MW- 6
WELL ID NUMBER (from Permit):
Date sample collected: 5 / 2 2 / 2 014
FIELD ANALYSES:
11 VVCLL
WAS
Well Depth: 11. 54ft.
Well Diameter: 2 in.
pH 00400: 5 . 14 units Temp. 0o01o: 15. 97 oC
DRY at
Depth to Water Level 82546: 5 . 96 ft. below measuring point
Screened Interval: 5* ft. to 10* ft.
Spec. Cond. ooD94: 62.2 µMhos
time of
Measuring Point is 3 . 0 D ft. above land surface
Relative M.P. Elevation: 2061.17 ft.
Odor 00085: none
sampling,
check
Volume of water um ed/bailed before sampling: 3 . 0 +screened interval is relative to land surface
p p p' g: gallons Appearance
here:
❑Samples
for metals were collected unfiltered: El YES YES NO
and field acidified: ❑ YES El NO
late sample analyzed: varies;
see analytical report LaboratoryName: Pace
Analytical
Services Certification No. 37712
ARAMETERS NOTE: Values
should reflect dissolved and colloidal concentrations.
COD 00335
mg/L
Nitrite (NO2) as N oo615
mg/L
Pb - Lead o1o51 ug/L
Coliform: MP Fecal 31616
1.0 /100mL
Nitrate (NO3) as N 00620
<0 . 02 mg/L
Zn -Zinc 01092 mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 00665
mg1L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L
Other (Specify Compounds and Concentration Units):
ssolved Solids:Total 70300
32. 0 mg/L
AI -Aluminum 01105
mg/L
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
TOC oo6so
4 - 6 mg/L
Ca - Calcium oo916
mg/L
Chloride oomo
4.5 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 o1045
ug/L
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945
10 . 1mg/L
Hg - Mercury 71900
ug/L
Lab Report Attached? ❑ Yes (1) ER No (0)
pecific Conductance 00095
µMhos
K - Potassium 00937
mg/L
VOC 7873 method #
Total Ammonia o0610
< 0 . 10 mg/L
Mg.- Magnesium 00927
mg/L
method #
(Ammonia Nitrogen; NH3aa N: Ammonla
Nitrogen, Total)
Mn - Manganese o1055
ug/L
, method #
TKN as N 00625
mg/L
Ni - Nickel 01067
ug/L
method #
ror Kemewauon systems only (Attach Lab Reports): Influent Total VOCs: mq/L Effluent Total VOCs: ma/L VOC Removals/

bUbIVII I t UKiVI UN YLLLUVV HAH--K UNLY
GROUNDWATER QUALITY MONITORING:
COMPLIANCE REPORT FORM
FACILITY INFORMATION Please Print Cleary or Type -
Facility Name: Clement Pappas
Permit Name (if different):
Facility Address: 125 Industrial Park
Hendersonville ('treat NC 28792 County Henderson
( il)) (stare) 0DI
act Person:. Mr. Blake Kehoe Telephone#: 82 8 - 693 - 0 711
Location/Site Name: Irrigation Area No. of wells to be sampled: 6
DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
DIVISION OF WATER RESOURCES -INFORMATION PROCESSING UNIT
1611 MAIL SERVICE CENTER, RALEIGH, NC 27699.1617Phone: [phone]ii
PERMIT Number:
Expiration Date: 11 / 3 0 / 2 015
Non -Discharge WQ 0 0 047 9 7
UIC
NPDES
Other
TYPE OF PERMITTED OPERATION
BEING MONITORED
❑ Lagoon
❑ Remediation: Infiltration Gallery
Spray Field
❑ Remediation:
❑ Rotary Distributor
❑ Land Application of Sludge
❑ Water Source Heat Pump
❑ Other:
.. . ....M$V,Y MW- 7R
WELL ID NUMBER (from Permit):
Date sample collected: 5 % 2 2 / 2 014
FIELD ANALYSES:
If WELL
WAS
Well Depth: 17. 8 Oft.
Well Diameter-: 2 in.
pH oo400: 5 • 34 units Temp. o001o: 14. 18 oC
DRY at
Depth to Water Level 82545: 11 . 3 8 ft. below measuring point
Screened Interval: 5 ft* to 15 ft *
Spec. Cond. 00094: 168 pMhos
time o
Measuring Point is 3 . 0 0 ft. above land surface
Relative M.P. Elevation: 2062.86 ft.
Odor 00085: none
sampling,
check
Volume of water um ed/bailed before sampling: *screened interval is relativa to land surface
p p p g: 3.5 gallons Appearance
here:
for metals were collected unfiltered: ❑ El NO
and field acidified: ❑ YES ❑ NO
❑Samples
3tesample analyzed: varies; see analytical report LaboratoryName: Pace Analytical Services Certification No, 37712
IRAMETERS NOTE: Values should reflect dissolved and colloidal concentrations.
COD oons
mg1L
Nitrite (NO2) as N 00615
mg/L
Coliform: MF Fecal 31616
<10 , 000 /100mL
Nitrate (NO3) as N 00620
S.7 mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 0o665
mg/L
(Note:. Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L
solved Solids Total 70300
93.0 mg/L
Al - Aluminum oiim
mg/L
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
TOC oo68o
8-9 mg/L
Ca - Calcium U0916
mg/L
Chloride oos4o
1.3 . 1 mg/L
Cd - Cadmium o1027
ug/L
Arsenic 01002
ug/L
Chromium: Total 01034
ug/L
Grease and Oils 00552
mg/L
Cu - Copper 01,042
mg/L
Phenol 32730
ug/L
Fe - Iron 01045
ug/L
Sulfate 00945
4.0 mg/L
Hg - Mercury 71soo
ug/L
ecifrc Conductance 00095
µMhos
K - Potassium 00937
mg/L
Total Ammonia onto
<0 . 10 mg/L
Mg - Magnesium 00927
mg/L
(Ammonia Nitrogen; NH3 as N; Ammonia Nitrogen, Total)
Mn - Manganese o1055
ug/L
TKN as N 00625
mg/L
Ni - Nickel 01067
ug/L
Pb - Lead o1o51
Zn - Zinc 01092
ug/L
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) 2 No (0)
VOC 7873 method #
method #
method #
method #
t-ut tcenteututton aystems vnty twtt;acn Lap Keports/: innuent I otal VUCs: mg/L Effluent Total VOCs: mn/1 Vne RomnvaW/.

GROUNDWATER QUALITY MONITORING:
COMPLIANCE REPORT FORM
Facility Name
Permit Name (if differentl:
Facility Address 1G
'� H_n�r_s�ntirillc
Please Pnn! Dearly or
Clement Pappas
Industrial Par
)ntact Person Mr • 31a'r_e Yehce-
ell Location/Site Name:
irrigation area
SUBMIT FORM ON YELLOW PAPER ONLY
County Henderson
Telephone#. 8 2 A- 6 9 3- 0 711
Noof wells to be sampled: E
f­
DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
DIVISION OF WATER RESOURCES - INFORMATION PROCESSING UNIT
1617 MAIL SERVICE CENTER, RALEIGH, INC 27699-1617 Phone: [phone]
PERMIT Number: Expiration Date: 11 / 3 0 ,' 2 015
Non -Discharge WQ O O 04 7 9 7 UIC
NPDES Other
TYPE OF PERMITTED OPERATION BEING MONITORED
❑ Lagoon ❑ Remediation: Infiltration Gallery
-�:S' Spray Field ❑ Remediation:
❑ Rotary Distributor ❑ Land Application of Sludge
❑ Water Source Heat Pump r Other:
JAIVIVLINU INFUFiMAIIUN Inrf__3
if, WELL
WELL 1D NUMBER (from Permit):
Date sample collected: ! 22 / 2 014
FIELD ANALYSES:
WAS
Well Depth 13 . 5 0 ft.
Well Diameter. 2 in.
pH ruauL: " `S units Temp. o:i010 = = `' °C
DRY a;
Depth toWater Level u25ac: 9.79 ft. below measuring point
Screened Interval 3 ft* to 13 ft'
Spec. Cor1d. onon" * - µh1hcs
time of
Measuring Pc,nt Is . 0 ft. above land surface
RelativL M.P. Elevation: =' ='_ . ft.
Odor oo0,t. r'�=
samplinn,
check
Volume of viator pumped' wiled before sampling: `- gallcns-``
r`"" "`' `l '
-Appearance
here=
Samples for metals ,,ve,r- collected unfiltered ❑ YES ❑ NO
and field acidified: ❑ YES ❑ NO
Date sample analyzed:"az='": zalrrical rep rt Laboratory Name: Page Analytical Service_
PARAMETERS NOTE: Values should reflect dissolved and colloidal concentrations.
COD r,u : 5 mg1L Nitrite (ND,.) as N n0s15 mgiL Pb - Lead x us t
Cokform. MF Fecal 71s1 i <1 C . U ;100mL N,trate (NO;) as N oo52c mgiL Zn -Cmc -)0
Colifcrm• MF Total 31s04 100mL Phosphorus. Total as P o0665 mg L
FrL Vsr A1PN method fDr hgnly tw'Lh sam•ilr,
Certification No. 37712
uglL
mg/L
Orthcphosphate 70507 mg/L Other (Specify ComDounrds and Concentration Units)
?issolved Solids:Tctal , noo
3 52 mg/L
Al - Aluminum 011o:
mg/L
pH (Lab) 06403
units
Ba - Barium Dto07
ug/L
TOG ocbao
17 • 6 mglL
Ca - Calcium n916
mg.%L
Chloride oou40
14.5 mg/L
Cc - Cadmium 0102r
ug/L
Arsenic r1oc2
ug/L
Chromium: Total 01034
ug/L
Grease and Oils o0552
mg/L
Cu - Copper 01042
mg/L
ORGANICS: (bv GC, GUMS, HPLC1
Phenol 32.730
ug/L
Fe - Iron 01045
11
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate ooyas
17 • F' molL
Hg - Mercury 719oa
ug/L
Lab Report Attached? ❑ Yes t' ) _ too (01
Specific Conductance 000g5
uMhos
K - Potassium 00937
mg'L
VOC 7e7� method It
Total Ammonia (in,
; 0 • 1 L' mg1L
Mg - 1`02gnesiu171 UDK-7
mg1
method #
r,n-n-,m�Mdn.-;nn. nU l,;r '. A^'n ona3
rldruger rat�l
Mn - Manganese oic55
ug/L
method #
TKN as N e0c25
mgiL
Ni - Nickel ulo57
ug/L
method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs:
r
Permitlee (or Autnun--ed Acient) Name and Title - Please print or ripe
GW-59 Rev. B1201
TotalmgiL Effluent
tplete. and that the laboratory analytical data
possibility of fines and imprisonment for kno%
Signature of PermItdrrforAuthori;ed Acentl
mgiL VOC Removal%
Date)