WQ0004797_Monitoring (Report)_20130617

n
ALTAmONT • ►
`���EIV,G�,NEE_R•FKN.� & �YDROGEOLOGY
231 HAYWOOD STREET, A,sHEVILLE, MC 28801
TEL-82S.281.3350 , FAC-828.281.3351
i9iVfL1Pl.ALYASSONTENV IRONMENTAL.COM
June 17, 2013
Mr. Blake Kehoe
Plant Engineer
Clement Pappas & Co., Inc.
125 Industrial Park Road
Hendersonville, North Carolina 28792
Subject: May 2013 Groundwater Sampling Event
Clement Pappas
125 Industrial Park Road
Hendersonville, North Carolina
Dear Mr. Kehoe:
Altamont Envitonmental, Inc. (Altamont) conducted a groundwater sampling event at your facility on -May 16,
2013. 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 June28, 2012.
The locations of the monitoring wells are shown on Figure 2 (attached). Altamont submitted the
groundwater samples to Pace Analytical Services (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. During this sampling event, the total organic carbon concentrations were in excess of the permit
limit in MW-2R, MW-4, MW-7R and MW-8. The fecal coliform concentrations were in excess of the permit
limit in MW-4, MW-5, MW-6, and MW-8. All other parameters analyzed were below permit limits and North
Carolina Administrative Code, Title 15A, Subchapter 2L Standard (21- Standard), effective January 2010.
Fecal coliform concentrations increased in MW-6 and MW-8 since the November 2012 sampling event. The
fecal coliform concentration detected in MW-4 was the same as concentrations detected in the May and
November 2012 sampling events. MW-5 contained a concentration at the detection limit and 2L Standard.
The total organic carbon concentrations in MW-2R, MW-5, and MW-8 have decreased since the last sampling
event. The concentration detected in MW-4, MW-6, and MW-7R increased since the November 2012
sampling event. The concentration detected in MW-4 and MW-7R remain above the associated permit limit.
Table 2 summarizes the current and historical groundwater elevations. All of the monitoring well's 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 ---,
RECEIVED
JUL - c 12013
Asheville Regional Office
"L:Iferrcie^cion
P:\Clement Pappas\Reports\2013\May 2013\Cover Letter May.Doc ...__ _ _ e

Mr. Blake Kehoe
June 17, 2013
Page 2 of 2
In accordance with the spray irrigation permit, Clement Pappas is required to submit by June 30, 2013 (on
or before the last working day of the month following the sampling month) to the DENR the following:
o 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)
e DENR GW-59A—Compliance Report Form (Attachment C)
o DENR GW-59—Groundwater Quality Monitoring Compliance Report Forms (Attachment D)
Altamont proposes to complete the next scheduled groundwater sampling event in November 2013. 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].
Respectfully yours,
Evan Yurkovich
Attachments:
o Figure 1—Site Location Map
m Figure 2—Site Plan Map
© Table 1—Current and,Historical Groundwater Analytical Results for Microbiology and Wet Chemistry
o Table 2— Current and Historical Groundwater'Elevation Measurements
o Attachment A: Laboratory Analytical Report and Chain -of -Custody Form
0 Attachment B: Well Sampling Logs and Equipment Documentation and Instrument Calibration Data
Sheet
® Attachment C: DENR GW-59A—Compliance Report Form
m Attachment D: DENR GW-59—Groundwater Quality Monitoring: Compliance Report Forms
P:\Ciement'Pappas\Reports\2013\May 2013\Cover Letter_May.Doc.

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SOURCES:
1. FRUITLAND, HENDERSONVILLE, HORSESHOE & SKYLAND,NORTH
CAROLINA U.S.G.S. QUADRANGLES; MAP DATES: 9985;
PHOTOREVISED: 1990 & 1991.
2. HENDERSON COUNTY GIS WEBSITE ACCESSED JANUARY 30, 2006.
• m 7 -01 SITE LOCATION MAP FIGURE
i -'NIG;IIWE-1E' 111N)G1 & Hi /DTR70?GT'UOIL_O1Gfi r.
231 MkftOOD STREET, ASHEvmLE, NC 28801.
TEL.[phone] FAC.828.281.3351 CLEMENT PAPPAS
www.altamontenvironmental.com'
125 INDUSTRIAL PARK ROAD
DRAWN BY: EVAN YURKOVICH SCALE (FEET) HENDERSONVILLE, NC
PROJECT MANAGER: CHRIS GILBERT
CLIENT: CLEMENT PAPPAS 1000 0 1000 2000
DATE: 6/18/12 FILE PATH: P:\CLEMENT PAPPAS\FIGURES\CAD\ FIGUREI-GMR.DWc

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ALTAMONT ENVIRONMENTAL, INC'. V •

Table 1
Current and Historical Groundwater Analytical Results
for Microbiology and Wet Chemistry
Clement Pappas
Hendersonville, North Carolina
Sample
Name
Sample Date
(mm/dd/M)
C
O
U
U
C
bOA
O
(mg/L)
N
;o
`o
i
(mg/L)
'0
U
m
LL
(CFU per 100 ml-)
a)
o
z
(mg/L)
a)
°
�
(mg/L)
fA
'O
N
t
O
cn
p
m
r°
I (mg/L)
N
o
E
a
(mg/L)
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
1 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
1 < 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
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
Standards
1 10
250
1
10
250
500
NL
P:\Clement Pappas\Analytical & Data\Water\November20l2_Historic Analytical Results.xls Page 1 of 5

Table 1
Current and Historical Groundwater Analytical Results
for Microbiology and Wet Chemistry
Clement Pappas
Hendersonville, North Carolina
Sample
Name
Sample Date
(mm/dd/yyyy)
O
M
U
C
O
-
F
(mg/L)
$ •
0
(mg/L)
E
4
U
U-
(CFU per 100 mL)
4;
�.
z
(mg/L)
)
°
U)
(mg/L)
-
in
m
O
N
cn
O
m
F
(mg/L)
IO
o
E
a
(mg/L)
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
MW-5
11/13/2007
4.2
41.3
< 1.1
0.25
< 5.0
112
< 0.10
05/27/2008
6.7
14.3
< 1.1
0.21
< 5.0
168
0'.17
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
Standards
10 1
250
1
10
250 1
500 1
NL
P:\Clement.Pappas\Analytical.& Data\Water\November20l2-Historic Analytical Results.xls Page 2 of 5

Table I
Current and Historical Groundwater Analytical Results
for Microbiology and Wet Chemistry
Clement Pappas
Hendersonville, North Carolina
Sample
Name
Sample Date
(mm/dd/yyyy)
r
o
o
�
U
U
G
p
I--
(mg/L)
o
o
(mg/L)
42
U
m
U-
(CFU per 100 mL)
2
z
(mg/L)
a
N
(mg/L)
2
o
W
O
N
5
F
(mg/L)
N
0
E
¢E
(mg/L)
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
MW-6
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
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
30
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
< 0.02
7.5
46.0
< 0.10
05/16/2013
7.5
5.4
12.1
0.048
9.4
62.0
< 0.10
Standards
10
250
1
10
250
500 1
NL
P:\Clement Pappas\Analytical & Data\Water\November2012_Historic Analytical Results.xls Page 3 of 5

Table 1
Current and Historical Groundwater Analytical Results
for Microbiology and Wet Chemistry
Clement Pappas
Hendersonville, North Carolina
N
O
O
O
�
f0
U
U_
E
o
N
C
N
.O
O
2
N
O
U
+
o
Sample
o
m
m
o
m
E
Name
Sample Date
F
0
U-
z
rp
F
a
(mm/dd/yyyy)
(mg/L)
(mg/L)
(CFU per 100 ml-)
(mg/L)
(mg/L)
(mg/L)
(mg/L)
05/15/2002
20
6.5
< 1.1
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
11/13/2007
4.2
6.8
< 1.1
1.7
1 < 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
108.0
< 0.10
MW-7R
05/16/2013
12.8
17.1
< 1.0
10.5
28.3
252
< 0.10
Standards
10
250
1
10
250 1
500
NL
P:\Clement Pappas\Analytical & Data\Water\November20l2_Historic Analytical Results. s Page 4 of 5

Table 1
Current and Historical Groundwater Analytical Results
for Microbiology and Wet Chemistry
Clement Pappas
Hendersonville, North Carolina
o
'o
U)
U
E
o
j
U_
C
w
O
U)
O
O
U
4
a
N
O
o
Sample
$
m
m
m
E
Name
Sample Date
F
L)
LL
z
U)
(mm/dd/yyyy)
(mg/L)
(mg/L)
(CFU per 100 mL)
(mg/L)
(mg/L),
(mg/L)
(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
< 0.10
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
< 0.10
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
MW 8
11/13/2007
8.3
19.6
< 1.1
0.97
26.6
154
< 0.10
05/27/2008
12.4
20.0
< 1.1
0.55
35.8
184
< 0.10
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
< 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
< 100
1.9
28.3
324
< 0.10
05/16/2013
15.8
8.8
10.9
6.8
13.4
248
< 0.10
Standards
10
250
1
10
250
500
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 January 2010, 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. NL indicates that no standard limit is set.
7. "<" means less than laboratory method reporting limit.
8. Fecal coliform samples for MW-7 and MW-8 were resampled on May 21, 2010 due to a lab error.
P:\Clement Pappas\Analytical & Data\Water\November20l2_Historic Analytical Results.xls Page 5 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 CasingGroundwater
Height Above
Ground Surface
S
(feet)
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
05/13/2010
7.36
2063.00
3.77
2055.64
11/08/2010
9.60
2063.00
3.77
2053.40
05/17/2011
7.25
2063.00
3.77
2055.75
11/15/2011
7.86
2063.00
3.77
2055.14
05/17/2012
5.19
2063.00
3.77
2057.81
11/07/2012
7.74
2062.36
3.77
2054.62
05/16/2013
6.86
2062.36
3.77
2055.50
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
P:\Clement Pappas\Analytical & Data\Water\Historic GW Elev.xls 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 Above
Ground Surface
(feet)
Groundwater
Elevation
(feet)
MW-5
05/15/2002
8.31
2086.40
3.00
2078.09
11/05/2002
10.20
2086.40
3.00
2076.20
05/13/2003
8.29
2086.40
3.00
2078.11
11/04/2003
9.92
2086.40
3.00
2076.48
05/05/2004
8.75
2086.40
3.00
2077.65
11/09/2004
8.50
2086.40
3.00
2077.90
05/17/2005
8.87
2086.40
3.00
2077.53
11/03/2005
9.70
2086.40
3.00
2076.70
05/24/2006
9.34
2086.40
3.00
2077.06
11/09/2006
8.39
2086.40
3.00
2078.01
05/18/2007
9.16
2086.40
3.00
2077.24
11/13/2007
11.00
2086.40
3.00
2075.40
05/27/2008
9.84
2086.40
3.00
2076.56
11/18/2008
11.59 -
2086.40
3.00
2074.81
05/28/2009
7.95
2086.40
3.00
2078.45
11/05/2009
8.63
2086.40
3.00
2077.77
05/13/2010
8.87
2086.40
3.00
2077.53
11/08/2010
10.24
2086.40
3.00
2076.16
05/17/2011
8.99
2086.40
3.00
2077.41
11/15/2011
10.58
2086.40
3.00
2075.82
05/17/2012
8.73
2086.40
3.00
2077.67 ,
11/07/2012
9.65
2085.60
3.00
2075.95
05/16/2013
8.14
2085.60
3.00
2077.46
P:\Clement Pappas\Analytical & Data\Water\Historic GW Elev.xls 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
Groundwater
(ft-BTOC)
Top of Casing
Elevation
(feet)
Top of 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
P:\Clement Pappas\Analytical & Data\Water\Historic GW Elev.xls 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 CasingGroundwater
Height Above
Ground Surface
(feet)
Elevation
(feet)
MW-7
05/15/2002
10.90
2062.70
3.00
2051.80
11/05/2002
11.35
2062.70
3.00
2051.35
05/13/2003
8.87
2062.70
3.00
2053.83
11/04/2003
10.78
2062.70
3.00
2051.92
05/05/2004
10.80
2062.70
3.00
2051.90
11/09/2004
9.70
2062.70
3.00
2053.00
05/17/2005
10.60
2062.70
3.00
2052.10
11/03/2005
11.09
2062.70
3.00
2051.61
05/24/2006
11.27
2062.70
3.00
2051.43
11/09/2006
9.71
2062.70
3.00
2052.99
05/18/2007
11.02
2062.70
3.00
2051.68
11/13/2007
11.76
2062.70
3.00
2050.94
05/27/2008
11.55
2062.70
3.00
2051.15
11/18/2008
11.63
2062.70
3.00
2051.07
05/28/2009
8.21
2062.70
3.00
2054.49
11/05/2009
9.89
2062.70
3.00
2052.81
05/13/2010
10.44
2062.70
3.00
2052.26
11/08/2010
11.12
2062.70
3.00
2051.58
05/17/2011
10.80
2062.70
3.00
2051.90
11/15/2011
11.43
2062.70
3.00
2051.27
05/17/2012
8.91
2062.70
3.00
1 2053.79
MW-7R
11/07/2012
1 12.02
2062.86
3.00
.2050.84
05/16/2013
10.29
2062.86
3.00
1 2052.57
P:\Clement Pappas\Analytical & Data\Water\Historic GW Elev.xls 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 CasingGroundwater
Height Above
Ground Surface
(feet)
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
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.xls Page 5 of 5

oAnalytical
www.pacelabs.com
May 31, 2013
Mr. Chris Gilbert
Altamont Environmental
231 Haywood Street
Asheville, NC 28801
Pace Analytical Services, Inc.
205 East Meadow Road - Suite
Eden, NC 27288
[phone]
RE: Project: Clement Pappas 2081
Pace Project No.: 92158318
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Dear Mr. Gilbert:
Enclosed are the analytical results for sample(s) received by the laboratory on May 16, 2013. The
results relate only to the samples included in this report. Results reported herein conform to the
most current TN standards and the laboratory's Quality Assurance Manual, where applicable, unless
otherwise noted in the body of the report.
Analyses were performed at the Pace Analytical Services location indicated on the sample analyte
page for analysis unless otherwise footnoted.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Lord Patton
[e-mail]
Project Manager
Enclosures
Q`pCCRFO
? O'
,t
NIA,'
'9g�RAt��
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 22

®
Pace Analycal Services, Inc.
al Services, Inc.Pa
Pace Analyt2225
cal Services, Inc.
aceAnalytical
205 East Meadow Road - Suite A
Riverside Dr.
9800 KiAnalncey Ave. Suite 100
mwipacelabs.com
Eden, NC 27288
Asheville, NC 28804
Huntersville, NC 28078
[phone]
[phone]
[phone]
CERTIFICATIONS
Project: Clement Pappas 2081
r
Pace Project No.: 92158318
Asheville Certification IDs
2225 Riverside Dr., Asheville, NC 28804
North Carolina Wastewater Certification #: 40
Florida/NELAP Certification #: E87648
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REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.. Page 2 of 22

ace_ Analytical
www.pacelabs.com
Project: Clement Pappas 2081
Pace Project No.: 92158318
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
SAMPLE ANALYTE COUNT
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Analytes
Lab ID
Sample ID
Method
Analysts
Reported
Laboratory
92158318001
MW-2R
Colilert-18
AES2
1
PASI-A
SM 2540C
ANS
1
PASI-A
EPA300.0
SAE
1
PASI-A
EPA350.1
JTM
1
PASI-A
EPA353.2
DMN
1
PASI-A
SM 4500-CI-E
DMN
1
PASI-A
SM 5310B
SAE
1
PASI-A
92158318002
MW-4
Colilert-18
AES2
1
PASI-A
SM 2540C
ANS
1
PASI-A
EPA 300.0
SAE
1
PASI-A
EPA 350.1
JTM
1
PASI-A
EPA353.2
DMN
1
PASI-A
SM 4500-CI-E
DMN
1
PASI-A
SM 5310B
SAE
1
PASI-A
92158318003
MW-5
Colilert-18
AES2
1
PASI-A
SM 2540C
ANS
1
PASI-A
EPA 300.0
SAE
1
PASI-A
EPA 350.1
JTM
1
PASI-A
EPA353.2
J
DMN
1
PASI-A
SM 4500-CI-E
DMN
1
PASI-A
SM 5310B
SAE
1
PASI-A
92158318004
MVV-6
Colilert-18
AES2
1
PASI-A
SM 2540C
ANS
1
PASI-A
EPA 300.0
SAE
1
PASI-A
EPA 350.1
JTM
1
PASI-A
EPA353.2
DMN
1
PASI-A
SM 4500-CI-E
DMN .
1
PASI-A
SM 5310B
SAE
1
PASI-A
92158318005
MW-7R
Colilert-18
AES2
1
PASI-A
SM 2540C
ANS
1
PASI-A
EPA 300.0
SAE
1
PASI-A
EPA 350.1
JTM
1
PASI-A
EPA353.2
DMN
1
PASI-A
SM 4500-CI-E
DMN
1
PASI-A
SM 5310B
SAE
1
PASI-A
92158318006
MW-8
Colilert-18
AES2
1
PASI-A
SM 2540C
ANS
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 3 of 22

aceAnalyfical
www.pacelabs.com
Project: Clement Pappas 2081
Pace Project No.: 92158318
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
SAMPLE ANALYTE COUNT
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Lab ID Sample ID Method
Analysts
Analytes
Reported
Laboratory
EPA 300.0
SAE
1
PASI-A
EPA 350.1
JTM
1
PASI-A
EPA353.2
DMN
1
PASI-A
SM 4500-CI-E
DMN
1
PASI-A
SM 5310E
SAE
1
PASI-A
92158318007 Trip Blank TOC 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 22

aceAnapkal
wwwpacelabacom
Project: Clement Pappas 2081
Pace Project No.: 92158318
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Sample: MW-211
Lab ID: 92158318001 Collected:
05/16/13 11:45
Received: 05/16/13 13:38 Matrix: Water
Parameters
Results Units Report Limit
DF
Prepared Analyzed
CAS No. Qual
Colilert-18 Fecal Coliform AVL
Analytical Method: Colilert-18
Fecal Coliforms
ND MPN/100mL
1.0
1
05/16/13 16:45
2540C Total Dissolved Solids
Analytical Method: SM 2540C
Total Dissolved Solids
64.0 mg/L
25.0
1
05/20/13 10:34
300.0 IC Anions 28 Days
Analytical Method: EPA 300.0
Sulfate
13.2 mg/L
2.0
1
05/29/13 19:40
14808-79-8
350.1 Ammonia
Analytical Method: EPA 350.1
Nitrogen, Ammonia
ND mg/L
0.10
1
05/22/13 09:50
7664-41-7
353.2 Nitrogen, N021NO3 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate
ND mg/L
0.020
1
05/16/13 18:53
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
1.2 mg/L
1.0
1
05/29/13 20:01
16887-00-6
6310B TOC
Analytical Method: SM 5310B
Total Organic Carbon
13.5 mg/L
1.0
1
05/30/13 21:15
7440-44-0
Date: 05/31/2013 02:27 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 22

aceAnalXical
www.pacelabs.com
Project: Clement Pappas 2081
Pace Project No.: 92158318
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: MW-4
Parameters
Lab ID: 92158318002 Collected: 05/16/13 12:26
Results Units Report Limit DF
Received: 05/16/13 13:38 Matrix: Water
Prepared Analyzed CAS No. Qua]
Colilert-18 Fecal Coliform AVL
Analytical Method: Colilert-18
Fecal Coliforms
2.0 MPN/100mL
1.0
1
05/16/13 16:45
2540C Total Dissolved Solids .
Analytical Method: SM 2540C
Total Dissolved Solids
108 mg/L
25.0
1
05/20/13 10:34
300.0 IC Anions 28 Days
Analytical Method: EPA 300.0
Sulfate
19.1 mg/L
2.0
1
05129/1319:54
14808-79-8
350.1 Ammonia
Analytical Method: EPA 350.1
Nitrogen, Ammonia
ND mg/L
0.10
1
05/22/13 09:52
7664-41-7
353.2 Nitrogen, NO2/NO3 unpres
Analytical Method: EPA353.2
Nitrogen, Nitrate
0.28 mg/L
0.020
1
05/16/13 18:58
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
10.2 mg/L
1.0
1
05/29/13 20:01
16887-00-6
5310B TOC
Analytical Method: SM 5310B
Total Organic Carbon
31.8 mg/L
1.0
1
05/30/13 21:43
7440-44-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/31/2013 02:27 PM without the written consent of Pace Analytical Services, Inc.. Page 6 of 22

aceAnalXical
www.pacelabs.com
Project: Clement Pappas 2081
Pace Project No.: 92158318
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Sample: MW-5
Parameters
Lab ID: 92158318003 Collected: 05/16/13 11:17
Results Units Report Limit DF
Received: 05/16/13 13:38 Matrix: Water
Prepared - Analyzed CAS No. Qual
Colilert-18 Fecal Coliform AVL
Analytical Method: Colilert-18
Fecal Coliforms
1.0 MPN/100mL
1.0
1
05/16/13 16:45
2540C Total Dissolved Solids
Analytical Method: SM 2540C
Total Dissolved Solids
152 mg/L
25.0
1
05/20/13 10:35
300.0 IC Anions 28 Days
Analytical Method: EPA 300.0
Sulfate
2.3 mg/L
2.0
1
05/29/13 20:35
14808-79-8
350.1 Ammonia
Analytical Method: EPA 350.1
Nitrogen, Ammonia
ND mg/L
0.10
1
05/22/13 09:54
7664-41-7
353.2 Nitrogen, NO2/NO3 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate
0.093 mg/L
0.020
1
05/16/13 18:52
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
44.2 mg/L
5.0
5
05/29/13 20:11
16887-00-6
5310B TOC
Analytical Method: SM 5310B
Total Organic Carbon
4.0 mg/L
1.0
1
05/30/13 21:55
7440-44-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/31/2013 02`27 PM without the written consent of Pace Analytical Services, Inc.. Page 7 of 22

PacePace
205 East Meadow Road cal '- Suite A ces, Inc. Pace Analytical
Riverside Dr. 9800 K ncey Ave. Suite 100
Analytical
www.pacelabs.cam Eden, NC 27288 Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone] [phone]
ANALYTICAL RESULTS
Project: Clement Pappas 2081
Pace Project No.: 92158318
Sample: IVIW-6
Lab ID: 92158318004 Collected:
05/16/13 10:43
Received: 05116/13 13:38 Matrix: Water
Parameters
Results Units Report Limit
DF
Prepared Analyzed CAS No. Qua[
Colilert-18 Fecal Coliform AVL
Analytical Method: Colilert-18
Fecal Coliforms
12.1 MPN/100mL
1.0
1
05/16/13 16:45
2540C Total Dissolved Solids
Analytical Method: SM 2540C
Total Dissolved Solids
62.0 mg/L
25.0
1
05/20/13 10:36
300.0_IC Anions 28 Days
Analytical Method: EPA 300.0
Sulfate
9.4 mg/L
2.0
1
05/29/13 20:48 14808-79-8
350.1 Ammonia
Analytical Method: EPA 350.1
Nitrogen, Ammonia
ND mg/L
0.10
1
05/22/13 09:57 7664-41-7
353.2 Nitrogen, N021NO3 unpres
Analytical Method: EPA353.2
Nitrogen, Nitrate
0.048 mg/L
0.020
1
05/16/13 18:51
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
5.4 mg/L
1.0
1
05/29/13 20:03 16887-00-6
5310B TOC
Analytical Method: SM 5310B
Total Organic Carbon
7.5 mg/L
1.0
1
05/30/13 22:07 7440-44-0
as
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/31/2013 02:27 PM without the written consent of Pace Analytical Services, Inc.. Page 8 of 22

aceAnaly�ical
ww .pacelabs com
Project: Clement Pappas 2081
Pace Project No.: 92158318
Pace Analytical Services, Inc.
205 East Meadow Road - Suite
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: MW-7R
Parameters
Lab ID: 92158318005 Collected: 05/16/13 10:20 Received:
Results Units Report Limit DF Prepared
05/16/13 13:38 Matrix: Water
Analyzed CAS No. Qua[
Colilert-18 Fecal Coliform AVL
Analytical Method: Colilert-18
Fecal Coliforms
ND MPN/100ml- 1.0 1
05/16/13 16:45
2540C Total Dissolved Solids
Analytical Method: SM 2540C
Total Dissolved Solids
252 mg/L 25.0 1
05/20/13 10:36
300.0 IC Anions 28 Days
Analytical Method: EPA 300.0
Sulfate
28.3 mg/L 2.0 1
05/29/13 21:02
14808-79-8
350.1 Ammonia
Analytical Method: EPA 350.1
Nitrogen, Ammonia
ND mg/L 0.10 1
05/22/13 09:57
7664-41-7
353.2 Nitrogen, N021NO3 unpres
Analytical Method: EPA353.2
Nitrogen, Nitrate
10.5 mg/L 0.020 1
05/16/13 18:50
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
17.1 mg/L 1.0 1
05/29/13 20:04
16887-00-6
5310B TOC
Analytical Method: SM 5310B
Total Organic Carbon
12.8 mg/L 1.0 1
05/30/13 22:22
7440-44-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/31/2013 02:27 PM
without the written consent of Pace Analytical Services, Inc..
Page 9 of 22

aceAnNjd cal
www.pacelabs.com
Project: Clement Pappas 2081
Pace Project No.: 92158318
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Sample: MW-8
Parameters
Lab ID: 92168318006 Collected: 05/16/13 09:47
Results Units Report Limit DF
Received: 05/16/13 13:38 Matrix: Water
Prepared Analyzed CAS No. Qua[
Colilert-18 Fecal Coliform AVL
Analytical Method: Colilert-18
Fecal Coliforms
10.9 MPN/100mL
1.0
1
05/16/13 16:45
2540C Total Dissolved Solids
Analytical Method: SM 2540C
Total Dissolved Solids
248 mg/L
25.0
1
05/20/13 10:37
300.0 IC Anions 28 Days
Analytical Method: EPA 300.0
Sulfate
13.4 mg/L
2.0
1
05/29/13 21:42
14808-79-8
350.1 Ammonia
Analytical Method: EPA 350.1
Nitrogen, Ammonia
ND mg/L
0.10
1
05/22/13 09:59
7664-41-7
353.2 Nitrogen, NO2/NO3 unpres
Analytical Method: EPA353.2
Nitrogen, Nitrate
6.8 mg/L
0.020
1
05/16/13 18:49
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
8.8 mg/L
1.0
1
05/29/13 20:04
16887-00-6
531013 TOC
Analytical Method: SM 5310B
Total Organic Carbon
15.8 mg/L
1.0
1
05/30/13 22:32
7440-44-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/31/2013 02:27 PM without the written consent of Pace Analytical Services, Inc.. Page 10 of 22

(�IacieAnalytical
www.pacelabs.com
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: Clement Pappas 2081
Pace Project No.: 92158318
Sample: Trip Blank TOC Lab ID: 92158318007 Collected: 05/16/13 00:00 Received: 05/16/13 13:38 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
5310B TOC Analytical Method: SM 5310B
Total Organic Carbon ND mg/L 1.0 1 05/30/13 23:11 7440-44-0
Date: 05/31/2013 02:27 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 11 of 22

aceAnaIXical
WWW.Pacelabs.com
Project: Clement Pappas 2081
Pace Project No.: 92158318
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
QC Batch: MBIO/6942 Analysis Method: Colilert-18
QC Batch Method: Colilert-18 Analysis Description: Colilert-18 Fecal Coliform -AVL
Associated Lab Samples: 92158318001, 92158318002, 92158318003, 92158318004, 92158318005, 92158318006
SAMPLE DUPLICATE: 980206
92158266004 Dup
Parameter Units Result Result RPD Qualifiers
Fecal Coliforms MPN/100mL 3.1 3.1 0
Date: 05/31/2013 02:27 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.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Page 12 of 22

aceAnaiX cal
www.pacelabs.cam
Project: Clement Pappas 2081
Pace Project No.: 92158318
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
QC Batch: WET/25442 Analysis Method: SM 2540C
QC Batch Method: SM 2540C Analysis Description: 2540C Total Dissolved Solids
Associated Lab Samples: 92158318001, 92158318002, 92158318003, 92158318004, 92158318005, 92158318006
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
METHOD BLANK: 977789
Matrix: Water
Associated Lab Samples: 92158318001, 92158318002,
92158318003, 92158318004, 92158318005, 92158318006
Blank Reporting
Parameter
Units
Result Limit Analyzed Qualifiers
Total Dissolved Solids
mg/L
ND 25.0 05/20/13 10:23
LABORATORY CONTROL SAMPLE:
977790
Spike LCS LCS % Rec
Parameter
Units
Conc. Result % Rec Limits Qualifiers
Total Dissolved Solids
mg/L
250 230 92 80-120
SAMPLE DUPLICATE: 977791
92158132001 Dup
Parameter
Units
Result Result RPD Qualifiers
Total Dissolved Solids
mg/L
108 107 1
SAMPLE DUPLICATE: 977792
Parameter
Total Dissolved Solids
Date: 05/31/2013 02:27 PM
92158318002 Dup
Units Result Result
mg/L 108 114
RPD Qualifiers
5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 13 of 22

aceAnaiX cal
wmpacelabs.cam
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: Clement Pappas 2081
Pace Project No.: 92158318
QC Batch: WETA/15420 Analysis Method: EPA 300.0
QC Batch Method: EPA 300.0 Analysis Description: 300.0 IC Anions
Associated Lab Samples: 92158318001, 92158318002, 92158318003, 92158318004, 92158318005, 92158318006
METHOD BLANK: 982140 Matrix: Water
Associated Lab Samples: 92158318001, 92158318002, 92158318003, 92158318004, 92158318005, 92158318006
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Sulfate mg/L ND 2.0 05/29/1316:17
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
LABORATORY CONTROL SAMPLE: 982141
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Sulfate mg/L 20 19.2 96 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 982142 982143
MS MSD
92158198002 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qua[
Sulfate mg/L ND 20 20 18.8 18.8 87 87 90-110 0 M1
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 982144 982145
MS MSD
92158318002 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Sulfate mg/L 19.1 20 20 39.2 39.0 101 100 90-110 1
Date: 05/31/2013 02:27 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 14 of 22

®
Pace Analytical Services, Inc.
Pace Analytical Services, Inc.
Pace Analytical Services, Inc.
Q n
aneAI /I�I�IC�I
205 East Meadow Road - Suite A
2225 Riverside Dr.
9800 Kincey Ave. Suite 100
wwvipaoelabs.com
Eden, NC 27288
Asheville, NC 28804
Huntersville, NC 28078
[phone]
[phone]
[phone]
QUALITY CONTROL DATA
Project: Clement Pappas 2081
Pace Project No.: 92158318
QC Batch: . WETA/15380
Analysis Method:
EPA 350.1
QC Batch Method: EPA 350.1
Analysis Description:
350.1 Ammonia
Associated Lab Samples: 92158318001, 92158318002, 92158318003, 92158318004,
92158318005, 92158318006
METHOD BLANK: 979004
Matrix: Water
Associated Lab Samples: 92158318001, 92158318002, 92158318003, 92158318004, 92158318005, 92158318006
Blank Reporting
Parameter
Units
Result Limit
Analyzed
Qualifiers
Nitrogen, Ammonia
mg/L
ND 0.10 05/22/13 09:38
LABORATORY CONTROL SAMPLE:
979005
Spike LCS
LCS
% Rec
Parameter
Units
Conc. Result
% Rec
Limits Qualifiers
Nitrogen, Ammonia
mg/L
5 5.1
101
90-110
MATRIX SPIKE SAMPLE:
979007
92158284001 Spike
MS
MS
% Rec
Parameter
Units
Result Conc.
Result
% Rec
Limits Qualifiers
Nitrogen, Ammonia
mg/L
1.3 5
6.8
110
90-110
MATRIX SPIKE SAMPLE:
979009
92158318003 Spike
MS
MS
% Rec
Parameter
Units
Result Conc.
Result
% Rec
Limits Qualifiers
Nitrogen, Ammonia
mg/L
ND 5
5.7
113
90-110
SAMPLE DUPLICATE: 979006
92158284001 Dup
Parameter
Units
Result Result
RPD
Qualifiers
Nitrogen, Ammonia
mg/L
1.3 1.4
5
SAMPLE DUPLICATE: 979008
92158318003 Dup
Parameter
Units
Result Result
RPD
Qualifiers
Nitrogen, Ammonia
mg/L
ND ND
Date: 05/31/2013 02:27 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 15 of 22

aceAraalyflcal
mnvpacelabs.com
Project: Clement Pappas 2081
Pace Project No.: 92158318
Pace Analytical Services, Inc. Pace Analytical Services, Inc.
205 East Meadow Road - Suite A 2225 Riverside Dr.
Eden, NC 27288 Asheville, NC 28804
[phone] [phone]
QUALITY CONTROL DATA
QC Batch: WETA115342 Analysis Method: EPA 353.2
QC Batch Method: EPA 353.2 Analysis Description: 353.2 Nitrate + Nitrite, Unpres.
Associated Lab Samples: 92158318001, 92158318002, 92158318003, 92158318004, 92158318005, 92158318006
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
METHOD BLANK: 976369 Matrix: Water
Associated Lab Samples: 92158318001, 92158318002, 92158318003, 92158318004, 92158318005, 92158318006
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Nitrogen, Nitrate mg/L ND 0.020 05/16/13 18:35
LABORATORY CONTROL SAMPLE: 976370
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Nitrogen, Nitrate mg/L 2.5 2.5 100 90-110
MATRIX SPIKE SAMPLE:
Parameter
976371
Units
92158325003
Result
Spike MS MS % Rec
Conc. Result % Rec Limits Qualifiers
Nitrogen, Nitrate
mg/L
0.17
2.5 2.9 108 90-110
SAMPLE DUPLICATE: 976372
92158325003
Dup
Parameter
Units
Result
Result RPD Qualifiers
Nitrogen, Nitrate
mg/L
0.17
0.17 1
Date: 05/31/2013 02:27 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 16 of 22

aceAnalyfical
www.pacelabs.ccm
Project: Clement Pappas 2081
Pace Project No.: 92158318
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
QC Batch: WETA/15433 Analysis Method: SM 4500-CI-E
QC Batch Method: SM 4500-CI-E Analysis Description: 4500 Chloride
Associated Lab Samples: 92158318001, 92158318002, 92158318003, 92158318004, 92158318005, 92158318006
METHOD BLANK: 983085 Matrix: Water
Associated Lab Samples: 92158318001, 92158318002, 92158318003, 92158318004, 92158318005, 92158318006
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Chloride mg/L ND 1.0 05/2911318:18
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
LABORATORY CONTROL SAMPLE: 983086
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Chloride mg/L 20 19.9 99 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 983087 983088
MS MSD
92158025001 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Chloride mg/L 3.7 20 20 23.1 22.8 97 96 75-125 1
Date: 05/31/2013 02:27 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 17 of 22

aceAnalyflcal
www.pacelabs.com
Project: Clement Pappas 2081
Pace Project No.: 92158318
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
QC Batch: WETA/15441 Analysis Method: SM 5310B
QC Batch Method: SM 5310B Analysis Description: 5310B TOC
Associated Lab Samples: 92158318001, 92158318002, 92158318003, 92158318004, 92158318005, 92158318006, 92158318007
METHOD BLANK: 984026 Matrix: Water
Associated Lab Samples: 92158318001, 92158318002, 92158318003, 92158318004, 92158318005, 92158318006, 92158318007
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Total Organic Carbon mg/L ND 1.0 05/30/13 20:45
LABORATORY CONTROL SAMPLE: 984027
Spike LCS LCS % Rec
Parameter Units Cone. Result % Rec Limits Qualifiers
Total Organic Carbon mg/L 25 25.4 102 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 984028
MS MSD
92158318001 Spike Spike
Parameter Units Result Cone. Cone.
Total Organic Carbon mg/L 13.5 25 25
984029
MS MSD MS MSD % Rec
Result Result % Rec % Rec Limits RPD Qua]
40.7 40.7 109 109 75-125 0
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 984030 984031
MS MSD
92159113008 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Cone. Cone. Result Result % Rec % Rec Limits RPD Qua[
Total Organic Carbon mg/L 20.5 25 25 47.4 46.6 108 104 75-125 2
Date: 05/31/2013 02:27 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 18 of 22

aceAnalj cal
www.pacclab&com
Project: Clement Pappas 2081
Pace Project No.: 92158318
DEFINITIONS
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
QUALIFIERS
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[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.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/31/2013 02:27 PM without the written consent of Pace Analytical Services, Inc.. Page 19 of 22

aceAnalytical
www.pacelabs.com
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NG 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: Clement Pappas 2081
Pace Project No.: 92158318
Lab ID Sample ID QC Batch Method QC Batch
92158318001
MW-2R
Colilert-18
MBI0/6942
92158318002
MW-4
Colilert-18
MBIO/6942
92168318003
MW-5
Colilert-18
MBI0/6942
92158318004
MW-6
Colilert-18
MBI0/6942
92158318005
MW-7R
Colilert-18
MBIO/6942
92168318006
MW-8
Colilert-18
M13I0/6942
92158318001
MW-2R
SM 2540C
WET/25442
92158318002
MW-4
SM 2540C
WET/25442
92158318003
MW-5
SM 2540C
WET/25442
92158318004
MW-6
SM 2540C
WET/25442
92158318005
MW-7R
SM 2540C
WET/25442
92168318006
MW-8
SM 2540C
WET/25442
92158318001
MW-2R
EPA 300.0
WETA115420
92158318002
MW-4
EPA 300.0
WETAM5420
92158318003
MW-5
EPA 300.0
WETA115420
92158318004
MW-6
EPA 300.0
WETA115420
92158318005
MW-7R
EPA 300.0
WETA/15420
92158318006
MW-8
EPA 300.0
WETA/15420
92158318001
MW-2R
EPA 350.1
WETA/15380
92158318002
MW-4
EPA 350.1
WETA/15380
92158318003
MW-5
EPA 350.1
WETA/15380
92158318004
MW-6
EPA 350.1
WETA/15380
92158318005
MW-711
EPA 350.1
WETA/15380
92158318006
MW-8
EPA 350.1
WETA/15380
92158318001
MW-2R
EPA 353.2
WETA/15342
92158318002
MW-4
EPA 353.2
WETA/15342
92158318003
MW-5
EPA 353.2
WETA/15342
92158318004
MW-6
EPA 353.2
WETA/15342
92158318005
MW-7R
EPA 353.2
WETA/15342
92158318006
MW-8
EPA 353.2
WETA/15342
92158318001
MW-2R
SM 4500-CI-E
WETA/15433
92158318002
MW-4
SM 4500-CI-E
WETA/15433
92158318003
MW-5
SM 4500-CI-E
WETA/15433
92158318004
MW-6
SM 4500-CI-E
WETA/15433
92158318005
MW-711
SM 4500-CI-E
WETA/15433
92158318006
MW-8
SM 4500-CI-E
WETA/15433
92158318001
MW-2R
SM 531013
WETA/15441
92158318002
MW-4
SM 5310B
WETA/15441
92158318003
MW-5
SM 5310B
WETA/15441
92158318004
MW-6
SM 5310B
WETA/15441
92158318005
MW-7R
SM 53108
WETA/15441
92158318006
MW-8
SM 5310B
WETA/15441
92158318007
Trip Blank TOC
SM 5310B
WETA/15441
Date: 05/31/2013 02:27 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.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Analytical Method
Analytical
Batch
Page 20 of 22

aceAnalgical
i '' ..pacelabs.com
CHAIN -OF -CUSTODY / Analytical Request Document
The Chain -of -Custody is a LEGAL DOCUMENT. All relevant fields must be completed accurately. N
N
0
Section A' • : , Section B - Section.0 .
Page: J of
1 N
a)rn
Required Cliept Irifonnatlon: Required Project Infoirnatian: Involce Information:
d
1 6 6 5 5 7
Company Report To: Attenton:
VI
Address
Copy To:
Company Name:
REGULATORY AGENCY
..
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`
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Address: . ...
i- NPDES GROUND WATER
, GR ER : r KING W
RIN WATER .
r UST �' RCRA (�; OTHER
Email To:
a
Purchase.OrderNo.:
-
PoceQuote
Reference:
Pho Fa
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Project Name:
Pace Project
Manager.
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•��='�'�-=•=.4�
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Project Number
Paceate1rAT: Profle
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Filtered.
(Y/N)
Section D Matrix Codes ,.. ,
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Requlred Cllentlnformation •MATRIX / CODEt..
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COLLECTED
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" ' Drinking Water : DW
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Water WT
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RELINQUISHED BY /AFFILIATION
..
DATE
TUNE
ACCEPTER BYJ AFFILIATION
DA E
SAMPLE CONDITIONS
SAMPLEf? IdAIINE AND SIGNATURE -
-•
PRINT Name of SAMPLER:
ORIGINAL
EIMP-
a
ci m
SIGNATUREm
of SAMPLER:
DATE Signed
*Important Note: By slonlno thtc u„m — -- — •,,.._.. --.---• •-- _-,
_ - .. _ __.
v Payri .�„������ d11u ayrremy ra mie charges or t.ei per monm for any invoices not paid ith' 30 days. - F-ALL-Q-020rev.07, 15-May-2007

I
Document Name: Sample. Condition Upon
Document Revised: March 13, 2013
;:-a�ceAnaical�
Receipt (SCUR)
Page 1 of 2
Document No.:
Issuing Authorities:
F-ASV-CS-003-rev.09
Pace Asheville Cluality Office
Client Name:
Where Received: Q Huntersville Asheville F1 Eden F] Raleigh
Courier (Circle):- Fed Ex UPS USPS— • Client Commercial. Pace Other
Custody Seal on Cooler/Box Present: yes no ' -Seals intact: 0 yes no
Packing Material: Bubble Wrap Bubble Bags Non . .. Other
Circle Thermometer Used: IR un#2-803440 9 Type of Ice: Wet Blue 'None Samples on ice, cooling.process has begun
I Gu 111565135 -
Temp Correction Factor: Add rub _ _ --0 t 1 C
Corrected'Cooler Temp.:, %. % C
Temp should be above freezing to 6°C
Biological Tissue 1s Frozen:- Yes No NIA
Comments:
Date and Initial of person a ing
contents:
Chain of Custody Present:
Yes ❑No
❑N/A
1.
Chain of Custody Filled Out:
Yes ❑No
. ❑N/A
2..
Chain of Custody Relinquished:
VYes ❑No
❑N/A
3.
Sampler Name & Signature on COC:
Yes ❑No
❑NiA
4.
Samples Arrived within Hold -Time:
Yes ❑No.•
0-N/A
5.
Short Hold Time Analysis (<72hr):
Yes [IN.❑N/A
i
6. F
Rush Turn Around Time Requested:
❑Yes No
❑N/A
7.
Sufficient Volume:
As ❑No
❑N/A
8.
Correct Containers Used:
-Pace Containers Used:
PY.es ❑No
/ Yee ❑No
❑NIA
❑N/A
9.
Containers Intact:
Yes ❑No
❑wA
10.
Filtered volume received for Dissolved tests
❑Yes ❑No
IAIA
11.
Sample Labels match COC: 'Yes' ❑No ❑N/A
-includes date/time/ID/Analysis - Matrix:
12.
All containers needing preservatioh have been checked.
All containers needing preservation are found to be in
compliance with EPA recommendation.
exceptions: VOA, coliform, TOC, O&G, WI-DRO (water)
Yes ❑No
6es ❑No
/
❑Yes No
❑N/A
'❑NIA
13.
Initial when completed
Samples checked for dechlorination:
Yes ❑No
❑NIA
14.
Headspace in VOA Vials ( >6mm):
❑Yes ❑No
NIA
15.
Trip Blank Present:
Trip Blank Custody Seals Present
Pace Trip Blank Lot # (if purchased):
❑Yes ❑No1N/A
❑Yes ❑No X7N/A
16.
Client Notification/ Resolution:
Person Contacted'
Comments/ Resolution -
SCURF
Date:
Date/Time:
SRF Review:I • • a 1Date:
Note: Whenever there isdiscrepancy affecting North Carolina
compliance samples, a copy of this form will be sent to the North
Carolina DEHNR Certification Office (Le out of hold, incorrect
preservative, out of temp, incorrect containers)
Field Data Required? • Y / N
WO#*.92158318
92158318
Page 22 of 22

F�ALTAMOI T ENVIRONMENTAL, INC. I
231 HAYWOOD STREET. ASHEVILLE, NC 28801
TEL.[phone] FAC.828.281.3351
WWW.ALTAMONTENVI RON MENTAL.COM
Well Sampling Log
PROJECT NAME: Clement Pappas
PROJECT NUMBER: 2081
SAMPLING PERSONNEL: E. Yurkovich
DATE:
WEATHER:
SAMPLE TIME:
WELL NUMBER: iffW ag
WELL DIAMETER: e9"
TYPE OF CASING: ipvc,
MEASURING POINT: �p�,
FLUSH MOUNT/ STICK-UP
COMMENTS: R (AMM &Mavw
wd QAn .. _ W'a � � Q
GA" ale
WELL DEPTH IN FEET (WD):
WATER LEVEL IN FEET (WL):
LENGTH OF WATER COLUMN:
(WD) - (WL) = (LWC)
ONE CASING VOLUME: V 1
(LWC) x (WCV)
THREE CASING VOLUMES: 110
ACTUAL VOLUME PURGED:
FEET
GALLONS
GALLONS
GALLONS
WELL CASING VOLUMES (WCV)
1" = 0.041 Gal/Ft 2" = 0.17 Gal/Ft 3" = 0.38 Gal/Ft 4" = 0.66 GaVFt 6" =1.5 Gal/Ft 8" = 2.6 Gal/Ft
12" = 5.8 Gal/Ft
PURGE METHOD: ILER BAILER-TEFLON DEDICATED PUMP
SAMPLE METHOD: ER -DI BAILER-TEFLON DEDICATED PUMP
WHALE PUMP GRUNDFOS OTHER:
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
2
&5
3
4
5
6
7
8
g
10
SAMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
500 mL PLASTIC
1
TDS
250 mL PLASTIC
2
Fecal Coliform, Chloride, Sulfide
125 mL PLASTIC
2
Ammonia, Nitrate
40 mL GLASS
3
TOC
1 L GLASS
OTHER
PROTECTIVE CASING:._ PAD: ®k LOCK: VEGETATION: 6CC ACCESS:
Sampling Personnel Signature:
Date: J� Pe, t%
Notes: °C = degrees Celsius
pS/cm = micro-Siemen per centimeter
mg/L = milligrams per liter
S.U. = Standard Units
mV = millivolt
NTU = nephelometric turbidity units
Samples are analyzed immediately upon collection.
P\Temnlatas\GW nrillinn Fnrms\Wall Samnlinn I nn YIS Pane 1 of 'I

�FAL NT ENVTRONMENTAL, INC.
H-YDR�OGEDLOGY
231 HAYWOOD STREET, ASHEVILLE, NC 28801
TEL.[phone] FAC.826.281.3351
W W W.ALTAMONTGNVIRoNMENTAL.CMM
Well Sampling Log
PROJECT NAME: Clement Pappas
PROJECT NUMBER: 2081
SAMPLING PERSONNEL: E. Yurkovich
DATE: S 14 F'4Z
WEATHERI
SAMPLE TIME:
WELL NUMBER:
WELL DIAMETER:
TYPE OF CASING:
MEASURING POINT:
FLUSH MOUNT -UP
COMMENTS:
WELL DEPTH IN FEET (WD):��•�
WATER LEVEL IN FEET (WL):•��
LENGTH OF WATER COLUMN:.._
(WD) - (WL) _ (LWC)
ONE CASING VOLUME: �o��
(LWC) x (WCV)
THREE CASING VOLUMES: 5• q4
ACTUAL VOLUME PURGED:
FEET
GALLONS
GALLONS
GALLONS
WELL CASING VOLUMES (WCV)
1" = 0.041 Ga " = 0.17 GaVFt 3" = 0.38 Gal/Ft 4" = 0.66 Gal/Ft 6" = 1.5 Gal/Ft 8" = 2.6 GaVFt
12" = 5.8 Gal/Ft
PURGE METHOD: BAI ISP. BAILER-TEFLON DEDICATED PUMP
WHALE PUMP GRUNDFOS OTHER:
SAMPLE METHOD: BAILER SP 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
2
0�
.�
�.�j
Q
��
�•�
•�
��.�
3
4 .0
?.03
90
Lib
,0•4
Ag •;I
4.
6
7
8
9
10
SAMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
500 mL PLASTIC
1
TDS
250 mL PLASTIC
2
Fecal Coliform, Chloride, Sulfide
125 mL PLASTIC
2
Ammonia, Nitrate
40 mL GLASS
3
TOC
1 L GLASS
OTHER
PROTECTIVE CASING: 0 ` PAD: LOCK: VEGETATION:
-Dt ACCESS: 6Qal'
Sampling Personnel Signature:
Date:
7
Notes: °C = degrees Celsius
pS/cm = micro-Siemen 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 t

E N G I N E E_ R I N G & H Y D •R'O G' E O L O G Y
231 HAYWOOD STREET.'ASHEVILLE, NC 28801
TEL.e28.281.3350 FAC.82e.281.3351
W WW. ALTA M ON TE MV I RON M E NTA L.COM
Well Sampling Log
PROJECT NAME: Clement Pappas
PROJECT NUMBER: 2081
SAMPLING PERSONNEL: E. Yurkovich
DATE: 13
WEATHER:
SAMPLE TIME:
WELL NUMBER:
WELL DIAMETER: *�''
TYPE OF CASING:/f
MEASURING POINT-
FLUSH MOUNT/ �TK-U)P
COMMENTS:
WELL DEPTH IN FEET (WD): G0
WATER LEVEL IN FEET (WL): l9
LENGTH OF WATER COLUMN: FEET
(WD) - (WL) = (LWC)
ONE CASING VOLUME: i 78 GALLONS
(LWC) x (WCV)
THREE CASING VOLUMES: 5. GALLONS
ACTUAL VOLUME PURGED: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: LEF2-DISP. AILER-TEFLON DEDICATED PUMP
WHALE PUMP GRUNDFOS OTHER:
SAMPLE METHOD: - . 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
[cod
9
98"d
51719
9 /y
2
1161
Q.®
J91,3
A
5'
55-4
9149,0
3
.1
-,a
-1 C-02
0/6°59
`Ya5
4
1q•
9•00
6,50
6 0
L7 .S
5
6
7
8
9
10
SAMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
500 mL PLASTIC
1
TDS
250 mL PLASTIC
2
Fecal Coliform, Chloride, Sulfide
125 mL PLASTIC
2
Ammonia, Nitrate
40 mL GLASS
3
TOC
1 L GLASS
OTHER
PROTECTIVE CASING: ®L PAD: Ot LOCK: 0Z, VEGETATION:
ACCESS: 6
Sampling Personnel Signature:
Date: 099/9�
Notes: °C=degrees Celsius
pS/cm = micro-Siemen 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 1

11 a M.-Rue
e
�E NGINEERANG & H Y D R O G -E O L O G. Y
231 HAYWOOD STREET. ASHEVILLE, NC 28801
TEL.[phone] FAC.828.281.3351
-.VVJLV.ALTAMONTGNVIRONMENTAL.COM
Well Sampling Log
PROJECT NAME: Clement Pappas
PROJECT NUMBER: 2081
SAMPLING PERSONNEL: E. Yurkovich
DATE:
WEATHER:�� b9�®
SAMPLE TIME:
WELL NUMBER: HW 6?
WELL DIAMETER: P
TYPE OF CASING:
MEASURING POINT: `�
FLUSH MOUNT/ TICK -UP
COMMENTS:
WELL DEPTH IN FEET (WD):
WATER LEVEL IN FEET (WL):
LENGTH OF WATER COLUMN:
(WD) - (WL) = (LWC)
ONE CASING VOLUME: O•Cr qr
(LWC) x (WCV)
THREE CASING VOLUMES: 10-0
ACTUAL VOLUME PURGED: -3•®
FEET
GALLONS
GALLONS
GALLONS
WELL CASING VOLUMES (WCV)
1" = 0.041 Gal/Ft 2" = 0.17 Gal/Ft 3" = 0.38 GaVFt 4" = 0.66 Gal/Ft 6" =1.5 Gal/Ft 8" = 2.6 Gal/Ft
12" = 5.8 Gal/Ft
PURGE METHOD: AILER-D . BAILER-TEFLON DEDICATED PUMP
WHALE PUMP GRUNDFOS OTHER:
SAMPLE METHOD: AILER-DIS . 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
pp
pp
2
3
10q0
9-®
d• JIR
GI'qt
to M
��' =S
4
'r �
1.0
�� -
�a it
��
�•
"
5
6
7
8
9
10
SAMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
500 mL PLASTIC
1
TDS
250 mL PLASTIC
2
Fecal Coliform, Chloride, Sulfide
125 mL PLASTIC
2
Ammonia, Nitrate
40 mL GLASS
3
TOC
1 L GLASS
OTHER
PROTECTIVE CASING: PAD: -—LOCK:
e-)!C VEGETATION-- ACCESS:
Sampling Personnel Signature:
Date:
Notes: °C = degrees Celsius
pS/cm = micro-Siemen per centimbter
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

L q, ' A-M..0N T �ENVIRONMENTAT,
D ROG E .
231 HAYWOOD STREET. AsHEVILLE, NC 28801
TEL.[phone] FAC.828.281.3351
VJWLV.ALTABiONTEMVIROLV117E1VTAL.COLA
Well Sampling Log
PROJECT NAME: Clement Pappas
PROJECT NUMBER: 2081
SAMPLING PERSONNEL: E. Yurkovich
DATE: Gbr
WEATHER: 9.C,6Ljjd ago
SAMPLE TIME:
WELL NUMBER: d wf
WELL DIAMETER: IQ 11
TYPE OF CASING:
MEASURING POINT: (s
FLUSH MOUNT/ STICK-UP
COMMENTS:
WELL DEPTH IN FEET (WD): A®
WATER LEVEL IN FEET (WL): ST
LENGTH OF WATER COLUMN:
(WD) - (WL) = (LWC)
ONE CASING VOLUME:
(LWC) x (WCV)
THREE CASING VOLUMES:
ACTUAL VOLUME PURGED: ®
FEET
GALLONS
GALLONS
GALLONS
WELL CASING VOLUMES (WCV)
1" = 0.041 Gal/F 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: AILER-DISP. BAILER-TEFLON DEDICATED PUMP
WHALE PUMP GRUNDFOS OTHER:
SAMPLE METHOD: — - iS . 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
1ions
2
nO
10 5
n ab®
b 6
610-7
��• Q
.13
3
ilol�
Zoo
�• i
�/i�5go
66&
top
6•ol
q5
a a•S
4
®.0�
-®
�•
�.�52�i
o it
9 ,c-
5
6
7
8
9
10
SAMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
500 mL PLASTIC
1
TDS
250 mL PLASTIC
2
Fecal Coliform, Chloride, Sulfide
125 mL PLASTIC
2
Ammonia, Nitrate
40 mL GLASS
3
TOC
1 L GLASS
OTHER
PROTECTIVE CASING: ebt PAD: LOCK: ak
VEGETATION:
Ok ACCESS:
Sampling Personnel Signature:
Date: l�
Notes: °C=degrees Celsius
PS/cm = micro-Siemen per centimeter
mg/L = milligrams per liter
S.U. = Standard Units
mV = millivolt
NTU = nephelometric turbidity units
Samples are analyzed immediately upon collection.
PA1Templates\GW Drilling Forms\Well Sampling Log.xls Page 1 of 1

e . S
,E' ,N G 1 N E E JR I N G ,& H Y D R O G E O L O G Y
231 HAYWOOD STREET, ASHEVILLE, NC 28801
TEL. [phone] FAC.828.281.3351
VJWW.A LTA NONTENVI RON N ENTAL.CON
Well Sampling Log
PROJECT NAME: Clement Pappas
PROJECT NUMBER: 2081
SAMPLING PERSONNEL: E. Yurkovich
DATE:
WEATHER: dnrA4 coo
SAMPLE TIME: qNve
WELL NUMBER: a w 9
WELL DIAMETER:
TYPE OF CASING: 'WC
MEASURING POINT:
FLUSH MOUN 2 �
COMMENTS:
WELL DEPTH IN FEET (WD):—J'3,qO
WATER LEVEL IN FEET (WL): 0.5�
LENGTH OF WATER COLUMN: i G° FEET
(WD) - (WL) = (LWC)
ONE CASING VOLUME: GALLONS
(LWC) x (WCV)
THREE CASING VOLUMES: GALLONS
ACTUAL VOLUME PURGED: GALLONS
WELL CASING VOLUMES (WCV)
1" = 0.041 Gales= 0.17 GaVFt 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: QAILER:DISP. BAILER-TEFLON DEDICATED PUMP
WHALE PUMP GRUNDFOS OTHER:
SAMPLE METHOD: <BAILE -DIS 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
TURBIDITY
(NTU)
COMMENTS
1
f
G
63•4�
�` f�
�•�l�J
(�(mV)
d�.�
pp
�a IQ
2
�7
.®
,O
9
S•96
0103
M
S O.
4
_II
Q-
R 'a
4-90
.d°S1
133
IP-39 V
3-2)0e
5
6
8
9
10
SAMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
500 mL PLASTIC
1
TDS
250 mL PLASTIC
2
Fecal Coliform, Chloride, Sulfide
125 mL PLASTIC
2
Ammonia, Nitrate
40 mL GLASS
3
TOC
1 L GLASS
OTHER
PROTECTIVE CASING:PAD: C LOCK: 6k VEGETATION:
®CC ACCESS:
Sampling Personnel Signature:
Date:
Notes: °C = degrees Celsius
pS/cm = micro-Siemen 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

E At:TAIVItON i�'T�/IRON]ULENTAILa YNQ
231 HAY WOOD STREET. ASH EVILL E. NC 28807
T EL. 628.281.3350 FAC.82B. 2B 1.3351
(Y WW.ALTAITONTCNV IRONNCNTAL.CON
Equipment Documentation & Instrument Calibration Data Sheet
Calibration Documentation
Project Name: Clement Pappas Person Conducting Calibratio : E. Yurkovich
Project Number: 2081 Date of Calibration: (� 11
Project Location: Mountain Home. NC Date of Field Measurements: %Z/c;, goa?
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
q
200601045
Initialba
Initial:
Initials Il
Cal: �.®�
Cal: 1(3 �
Cal:
Time:Sll
Time: 80b
Time:Q
YSI 556 Multiparameter Meter
Instrument Serial Number
I12L101057
Instrument Readings
Calibration
Expiration Date
Dissolved Oxygen
Initial: %N-T Cal: Bo
mnrrr ,o_`0 Time:
NA
pH 7 S.U. report to 0.1
S.U.
Initial:
.17Q
pHmV:
Cal:
pHmV:
Time:
pH 4 S.U. report to 0.1
S.U.
Initia,(:/J
1(-®�
pHmV:
Cal: p'
'�If' �,33
pHmV:
Time:
pH 10 S.U. report to
O.1S.U.
Initial:
10.04
pHmV:
Cal:
10 oc�
pHmV:
Time:
18i�
H (
QC* pH 7 S.U. report
to 0.1 S.U.
AMTime:
Meas:
Mid Day Time:
Check:
PM Time:
Check:
I K(
Spec. Cond.
1413/447/84/23
t1S/cm**
Initial:
1 gLz 4
9
Cal:
Q O
Time:
G
QC*.- .. S/cm AM Tir q Meas: e p� Mid Day Time: Check: PM Time: Check-
1 l
ORP 240 mV I lnitial:py*a .ICal: Oga.o
Time: soo I I
I
p
Comments:
Signature: y ,/ •Date: bIIU//d114
Notes:
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 mg which is closest to historical readings from the project location.
P:\Templates\GW-Drilling Forms\Calibration Data Sheet YSI 556-Rev 2.xls Page 1 of 1

GW-59A COMPLIANCE REPORT FORM, Permit # WQ0004797
(Submit one each monitoring period with GW-59 forms.)
1
Enter date monitoring results were due. (6/30/2013 ) Will this monitoring report (GW-59 and GW-69A)
YES
NO
be submitted after the established due date?
2
Was any required information missing on the GW-59 report forms?
YES
NO
IF the answer to question I 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.
IrfN
4
Are any monitored constituents equal to or above the established standards?
YES
NO
c?
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-2R =13.5 mg/L, MW-4 = 31.8 mg/L, MW-7R = 12.8 mg/L, MW-8 =15.8 mg/L
Fecal Coliform (limit =11100 mL) - MW-4 = 2.0/100 mL, MW-5 = 1.0/100 ml-, MW-6=12.1/100 ml-, and M W-8=10.91100 mL
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.
If the answer to question 5 is "YES". 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).
Total O=gank Carbon Obit-10 mglL)- 511612'13:MW-2R=13.5mg/L,MW-0=31.8 mg1L, MW-7R = 12.8 mgn-MW-8=15.8 mg[L
11/7/12:MW.2R-31.1mg/L,MW-0-10.6mg/L,MW.7R-11.6mgll MW-8-24.8mgfL
5117112: MW-6-21.6 mglL, MW-8-14A mg[L
11f15111: MW-2R = 18.9 mgfL
5117111: MW-2R = 11.6 m911, MW-8 =10.0 mg/L '
Fecal CoH— eWt = 11100 mL)- 511612013:MW-0=2.01100 mL,MW-5=1.0/100mL,MW-6= 12.11100 mL, MW41=10.91100 mL
11/7/12: MW-0 = 2.0/100 mL, MW-6 - 3.1/100 mL
5117112. MW-0 - 2.01100mL, MW-6 - 28.0/100mL, MW-8 - 12.o1100mL,
11115M MW-5 =120/100 mL, MW-6 = 5.01100 mL
5117/11: MW41=10.0/100 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 Regional Office within 90 days; an evaluation may be
required to determine the impact the waste disposal system is having at the review and compliance
boundaries surroundinq 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 2013 samples MW-4, MW-5,
MW-6 and MW-8 and contained concentrations above the November2012 results. Monitoring wells MW-5, MW-6, MW-7, and MW-8 were
disinfected in February 2011. Fecal coliform was detected in MW-4 and MW-6 during the November 2012 sampling event. An investigation
regarding the source and occurrence of the fecal coliforms exceedances was reported in October 2011 and is ongoing.
8
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.
I hereby acknowledge that the above information was evaluated and the information submitted m this
report (Complia _ ego ,9 ' s title an omplete'to tie best of my,knowledge; ,
S1gnatu Pe ee or Authorized Agent) Date
GW-59A 12/8/2003