wq0002503_Email_20191230

Strickland, Bev
From: Tim Floyd <[e-mail]>
Sent: Monday, December 30, 2019 1:10 PM
To: Sipe, Randy
Cc: '[e-mail]'; Connie Pettis ([e-mail]); '[e-mail]'
Subject: [External] Frit Car
Attachments: 2019_11_04_10_29_11.pdf, Randy Sipe Comments Response Letter 11.27.19.pdf
• 1 External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
ort.s am nc. ov
Randy:
Please find a response to your comments from your May 2019 Evaluation Report. The response addresses the items
listed in your letter. I did not prepare the original report, therefore, I chose to respond to your comments in letter form.
I'll be happy to revise the report if this is not sufficient. Although not required by the permit, Frit Car has added the
chromium and iron tested to the effluent. This added monitoring will begin on the next effluent sampling.
I have received a temporary license from the NC Board for licensing of Geologist. I have prepared to send a formal
licensing request for both me individually and our company upon the expiration of the temporary license. I apologize for
the delay in submitting the response. There was confusion as to whether I had received a temp approval prior to my
request. My temporary license was not issued until November. Please contact me at your earliest convenience to
discuss if you have further questions or comments.
Thanks,
Timothy N. Floyd, PG
Principal
Poly, Inc.
2135 University Blvd, Suite A, Tuscaloosa, AL 35401
205.752.4037 (work)
205.710.2319 (direct)
205.752.4063 (fax)
205.913.0330 (cell)
E-mail: [e-mail]
1= $ LNM*lr
CONFIDENTIALITY NOTICE: This message and all attachments are intended solely for the use of the intended recipient or entity and may contain
legally privileged and confidential information. If the reader of this message is not the intended recipient, you are hereby notified that any reading,
disclosure, dissemination, distribution, copying or other use of this message is prohibited. If you received this message in error, please notify us
immediately by forwarding this message to [e-mail] and then deleting this message and all attachments, including all copies or backups
thereof, from your system. You may also reach us by phone at 888-793-4700

PQLY
November 27, 2019
VIA EMAIL and FEDERAL EXPRESS
Mr. Randy Sipe, P.G., Hydrogeologist
Water Quality Operations Section
Division of Water Resources, NCDEQ
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
RE: Groundwater Evaluation Report Comments
Notice of Violation and 8/5/2016 Compliance Inspection
NOV-2016-LV-0477
Groundwater Quality and Monitoring Report Violations
Frit Car, Inc.
Permit Number WQ0002503
Craven County
Dear Mr. Sipe:
On behalf of Frit Car, Inc., in the matter referenced above, please allow the following to serve as
a reply to the Groundwater Evaluation Report Comments specified in your Departments letter
dated May 21, 2019. The five comments in your above referenced letter will be recited below
with responses following.
1. The report presents the groundwater data collected at the facility since 2017; however,
no interpretation of the data was offered. If Frit Car, Inc. wishes this office to consider
site specific groundwater background concentrations, the report should be revised to
propose them accompanied by a discussion supporting the method used to develop the
background concentrations. This work should be performed by a North Carolina licensed
geologist.
Table 1 presents data from permit compliance efforts dating back to July 2009. However, for
the purposes of this report we will limit the following discussion and interpretation to the data
developed since the laboratory switch and the implementation of low flow sampling techniques
(LFS). These changes were made in March 2017 for the spray -field wells and in March 2018 for
the effluent sampling and testing.
Chromium
The chromium limit in the most recent permit is 0.01 mg/I (10 ug/1). Since the inception of LFS,
there has been one exceedance of the permit limit. The exceedance occurred in MW4 from the
March 2018 sampling event. The result was 0.0131 mg/1. Results from the tri-annual sampling
of the background wells indicate a range of below detection limits (<0.002 mg/1) in Temp well T2
2135 University Boulevard, Suite A Ph 205.752.4037 - Fax [phone] Post Office Box 1130
Tuscaloosa, Alabama 35401 www.00ly-inc.com Tuscaloosa, Alabama 35403

Mr. Randy Sipe P.G., Hydrogeologist
Water Quality Operations Section
Division of Water Resources, NCDEQ
November 27, 2019
Page 2 of 8
(March 2018) to a high 0.0644 mg/1 in T1 (November 2018). The average result from the
Temporary wells over the year of sampling was 0.0244 mg/1'.
Copper
The Copper limit in the most recent permit is 1.0 mg/1. Since the inception of LFS, there has
been no exceedances of the permit limit.
Results from the tri-annual sampling of the background wells (Table 2) indicate a range of below
detection limits (<0.005 mg/1) in all Temp wells to a high 0.0147 mg/1 in T1 (November 2018).
The average result from the Temporary wells over the year of sampling was 0.01 mg/I2.
Iron
The iron limit in the most recent permit is 0.3 mg/1 (300 ug/1). Since the inception of LFS, there
has been no exceedances of the permit limit in MW1, six (6) exceedances in MW2, one (1)
exceedance in MW4, two (2) exceedances in MW5, five (5) exceedances in MW6, and six (6)
exceedances in MW7. MW2 and MW7 have exceeded the permit limit for each sampling event.
Results from the tri-annual sampling of the background wells (Table 2) indicate a range of below
detection limits (<0.1 mg/1) in Temp well T1 & T2 (March 2018) to a high 21.8 mg/1 in T1
(November 2018). The average result from the Temporary wells over the year of sampling was
4.939 mg/13.
Lead
The lead limit in the most recent permit is 0.02 mg/1. Since the inception of LFS, there has been
no exceedances of the permit limit.
Results from the tri-annual sampling of the background wells (Table 2) indicate a range of below
detection limits (<0.002 mg/1) in all Temp wells to a high 0.0295 mg/1 in T1 (November 2018).
The average result from the Temporary wells over the year of sampling was 0.0139 mg/14.
Nickel
The nickel limit in the most recent permit is 0.1 mg/1. Since the inception of LFS, there has been
no exceedances of the permit limit.
Results from the tri-annual sampling of the background wells (Table 2) indicate a range of below
detection limits (<0.002 mg/1) in Temp wells T1 & T3 to a high 0.0292 mg/1 in T1 (November
2018). The average result from the Temporary wells over the year of sampling was 0.0086
mg/I5.
' The results that were below method detection limits were all set to absolute values (e.g. <0.002 = 0.002)
for the purposes of simple statistical analysis.
2 See footnote 1.
3 See footnote 1.
4 See footnote 1.
5 See footnote 1.

Mr. Randy Sipe P.G., Hydrogeologist
Water Quality Operations Section
Division of Water Resources, NCDEQ
November 27, 2019
Page 3 of 8
Sulfate
The sulfate limit in the most recent permit is 250 mg/1. Since the inception of LFS, there has
been no exceedances of the permit limit.
Results from the tri-annual sampling of the background wells (Table 2) indicate a range of 5
mg/I in Temp well T3 (November 2018 to a high 27 mg/I in T1 (March 2018). The average result
from the Temporary wells over the year of sampling was 10.16 mg/16.
Chloride
The chloride limit in the most recent permit is 250 mg/1. Since the inception of LFS, there has
been no exceedances of the permit limit.
Results from the tri-annual sampling of the background wells (Table 2) indicate a range of 1.1
mg/I in Temp well T1 (July 2018) to a high 5.75 mg/I in T1 (March 2018). The average result
from the Temporary wells over the year of sampling was 4.26 mg/17.
Total Dissolved Solids (TDS)
The TDS limit in the most recent permit is 500 mg/1. Since the inception of LFS, there has been
no exceedances of the permit limit.
Results from the tri-annual sampling of the background wells (Table 2) indicate a range of 40
mg/I in Temp well T2 (March 2018) to a high 314 mg/I in T1 (July 2018). The average result
from the Temporary wells over the year of sampling was 141.67 mg/I8.
Total Organic Carbon (TOC)
There is no TOC limit in the most recent permit, however, there is an "action" limit of 10 mg/l.
The permit requires the facility to conduct sampling and testing of VOC chemicals of concern
(COC) if the TOC is above the "action" level. It should be noted that follow-up testing of VOC
constituents have shown no detectable levels of VOC in the monitoring well network.
Since the inception of LFS, there has been no exceedances of the "action" level in MW1, six (6)
exceedances in MW2, five (5) exceedance in MW4, zero (0) exceedances in MW5 and MW6,
and four (4) exceedances in MW7.
Results from the tri-annual sampling of the background wells (Table 2) indicate a range of 5.07
mg/I in Temp well T2 (July 2018) to a high 28.7 mg/I in T2 (July 2018). The average result from
the Temporary wells over the year of sampling was 18.35 mg/I9.
Requested Changes in Permit Limits
As stated above, the facility instituted low flow sampling for the monitor well network. This
change was made due to the interference and contribution of sediment to the analytical results.
6 See footnote 1.
See footnote 1.
8 See footnote 1.
9 See footnote 1.

Mr. Randy Sipe P.G., Hydrogeologist
Water Quality Operations Section
Division of Water Resources, NCDEQ
November 27, 2019
Page 4 of 8
Since this change was made, the analytical results have shown a marked increase in water
quality. However, background concentrations of chromium, iron and TOC, make permit
compliance daunting. The average concentrations of chromium, iron and TOC in the temporary
background wells are higher by factors of 2.4, 16.46 and 3.8, respectively. For the facility to
comply with the exiting limits, is practically impossible. Therefore, alternate limits for chromium
and iron are being proposed. Also, a new "action" level for TOC is being proposed.
Table 2 details the results of sampling of the temporary wells. Preliminary statistical
calculations are presented at the bottom of Table 2 and in the table presented below. The
methodology for determining the requested changes to the facility's permit limits is based on the
"empirical rule" for method for evaluating or normalizing data. The empirical rule uses multiples
of the standard deviation of the data set to predict the confidence interval of such data. The
interval chosen for this evaluation will set the value to the average of the data set plus two
standard deviations (2-sigma). The confidence interval represented by 2-sigma is 95%.
E
C
�
9
u
v
O
�
C
Frit Car Permit#
.2
C
a
a
s
o on
a 6y
N
°
=
Z O
W Q0002503
t
CL
V
O
J
u
Z
C O
CC i
N
0
O
O
Z
Z
}
u
a Z
Fa °
V
o
;.
Z
~
,��,
z
.Z
Z
Permit Limit, mg/I
0.01
1
0.3
0.02
0.1
250
NA
500
250
10
10
NA
NA
Average, mg/I
0.024417
NC2
4.939
NC
NC
NC
NC
NC
NC
18.35111
NC
NC
NC
Standard Deviation
0.022187
NC
6.457575
NC
NC
NC
NC
NC
NC
9.982923
NC
NC
NC
2-Sigma
0.044374
NC
12.91515
NC
NC
NC
NC
NC
NC
19.96585
NC
NC
NC
Proposed Limit, mg/I
0.06879
NC
17.85415
NC
NC
NC
NC
NC
NC
38.31696
NC
NC
NC
1 Request changing of"Action"level
Z NC=No Change
For an example, the permit limit for chromium is 0.01 mg/I. The average analytical result of the
data collected from the temporary wells for chromium is 0.0244 mg1l (See below and Table 2).
The standard deviation of the data set for chromium is 0.2218. To obtain the 2-sigma, the
standard deviation is multiplied by 2 resulting in the value of 0.04437. The proposed limit value
is derived from adding the average and the 2 sigma value which results in the proposed permit
limit of 0.06879 mg/I.
Please note that the facility is not requesting any other existing limits to be changed. Better
sampling and analytical techniques are providing reliable results in both the monitoring well
network and the effluent testing.
2. Background values for naturally occurring constituents should be developed using
samples from areas outside any potential impacts or influence from activities at the
subject facility. Based on the potentiometric maps included in the report, the proposed
background locations (Temporary wells 1 through 3) were located down gradient of the
wastewater spray field. Based on their locations, the subject wells may not allow
samples to be collected from areas that would be considered truly representative of

Mr. Randy Sipe P.G., Hydrogeologist
Water Quality Operations Section
Division of Water Resources, NCDEQ
November 27, 2019
Page 5 of 8
background conditions. The report should be expanded to include justification for the
background locations.
Figure 1 (appendix) shows the general ground water flow directions from the period CY2015-
2018. Based on this graphical display, the ground water flow is generally to the northeast.
Temp well 2 can be described as potentially down gradient but Temp wells 1 and 3 are not
located down gradient based on the general ground water flow direction during the period. The
monitoring network is located in a very shallow zone, and will be at times of heavy precipitation
prone to variations in general flow direction.
3. The data for Temporary wells 1 through 3 presented in Table 2 exhibited significant
increases in the concentrations of chromium, iron, and lead during the latter two
sampling events of 2018, when compared to the initial sampling event. Does Frit Car,
Inc. have any explanation of this wide variation in concentrations?
Yes, the initial sample from the temporary wells were collected using low flow sampling
techniques. The second and third sampling events used traditional sampling techniques
(bailing) to collect the samples. The differing sampling techniques were used to evaluate the
impact the formation sediments (turbidity) would have on the water quality on samples removed
from the wells.
4. Table I shows increases in concentrations of chromium detected in monitoring wells MW
1, MW2, and MW3 generally during the time period from 2013 to 2017 which appears to
correlate with increases in chromium concentrations in the wastewater effluent during
the same time period (see the attached graph). Has Frit Car, Inc. considered this
relationship as part of their groundwater evaluation?
In short, no. The assessment report focused more on the conditions that existed after the
facility: 1) switched analytical testing laboratories, and 2) employed low flow sampling
techniques. The graph below shows the trend of analytical results prior to the changes in
0.500
0.450
0.400
0.350
0.300
0.250
0 200
0.150
0.100
0.050
0.000
3f14j2013
Chromium, mg/1 2013-2017
3f14j2014 3/14/2015 3f14f2016 3f14f2017
--O-MW1 --O-MW2 --O-MW3 --O-MW4

Mr. Randy Sipe P.G., Hydrogeologist
Water Quality Operations Section
Division of Water Resources, NCDEQ
November 27, 2019
Page 6 of 8
sampling and laboratory testing and after the changes. The laboratory testing for metal
compounds are also being performed (since March 2018)10 using a low detection level provided
by the ICP-MS analytical technique (Method 6020B).
The Effluent Chromium concentration shows much the same trend after the laboratory and
analytical methods were changed. The table below details the analytical results pre and post
laboratory and analytical method change. The red highlighted results are pre change and the
yellow highlighted data represents post change. The post effluent results are one to two orders
of magnitude lower.
Date
Effluent Cr,mg/I
Jul-16
0.19
Sep-16
0.433
Jan-17
0.404
Apr-17
0.221
Jul-17
0.291
Oct-17
0.232
Jan-18
0.161
Mar-18
0.001
Sep-18
0.00374
Nov-18
0.00296
Mar-19
0.0288
The chart below shows the above data table in a graphical format.
10 Please note that the monitoring well samples were sent to ESC (now Pace) starting in March of 2017, during the
period of March 2017 and March 2018, the Effluent testing was being conducted by the previous laboratory. The
effluent testing was converted to ESC (now Pace) in March 2018.

Mr. Randy Sipe P.G., Hydrogeologist
Water Quality Operations Section
Division of Water Resources, NCDEQ
November 27, 2019
Page 7 of 8
0.5
0.45
0.4
0.35
0.3
0.25
0.2
0.15
0.1
0.05
0
Effluent Crnng/l
Switched
F---- - Laboratories
tD C0 c.D tD c.D LD n n n n n n n n n n A n W m m m 00 00 00 00 o0 00 00 00 Q7 Q7 Q7
Q Ln o Z 0 r° � Q ? Q on 0 Z p �° � Q� - Q Ln 0 Z 0 r° �
5. The January 30, 2018 report from CFM (POLY) stated that Frit Car, Inc, would collect
data on the iron concentration in the wastewater effluent as part of their investigation.
Has this data been collected? If, so the report should be revised to include it.
Unfortunately, no. The analysis list has not be augmented to include iron testing in the effluent.
The report also stated that chromium would be added to the analyte list. The facility will be
instructed to include testing for iron and chromium in the effluent from this point forward.
If you have any questions or require any additional information, please contact me at your
earliest convenience.
Sincerely,
Timothy Floyd 713
(temporary licenses North Carolina)
Principal
Poly, Inc.
cc: Mr. Mike Newby, Frit Car — Brewton

FIGURES

Frit Car
2012 U.S. Hwy 17 N.
New Bern NC, 28560
Table 1
W E LL I D
DATE
Depth To
Water ft.
c
L
L
a
a
u
°
°
f6
-i
Y
u
z
v',
•� GJ
o
+�
a z
m
° VI
CA0
0 H
a
+� -
° v°,
°
U_
C
m
0
�°
+� L
° u
N
0 0
z z
c
N
c
L
Z
Gi
Z
z
v
�
+L+
Z
4J N
0 0
z z
7/8/2009
7.30
0.032
0.005
5.61
0.013
0.007
21
<0.2
92
4
8.1
0.14
11/3/2009
9.10
<0.010
<0.010
1.60
0.017
<0.010
25
<0.2
118
5
4.6
<0.02
3/2/2010
3.20
<0.010
<0.010
2.00
<0.010
<0.010
23
<0.2
128
3
5.9
0.37
7/16/2010
7.60
<0.010
<0.010
0.47
<0.010
<0.010
29
<0.2
132
<5.0
4.2
0.26
0.28
11/8/2010
5.30
<0.010
<0.010
1.15
<0.010
<0.010
20
<0.2
132
<5
6.1
0.03
3/9/2011
3.80
<0.010
<0.010
0.574
<0.010
<0.010
20
<0.2
133
<5
5.3
0.13
0.04
0.17
7/15/2011
8.70
<0.010
<0.010
0.671
<0.010
<0.010
33
<0.2
152
<5
5.3
0.14
0.05
0.19
11/3/2011
5.00
<0.010
<0.010
1.28
<0.010
<0.010
19
<0.2
126
<5
7.2
0.25
0.06
0.31
3/15/2012
4.80
<0.010
<0.010
0.499
<0.010
<0.010
16
<0.2
125
<5
5.2
0.08
0.06
0.14
7/16/2012
5.70
<0.010
<0.010
0.766
<0.010
<0.010
16
<0.2
138
9
5.4
0.87
0.14
1.01
11/8/2012
5.80
<0.010
<0.010
0.576
<0.010
<0.010
7
<0.2
115
<5
4.7
0.29
0.04
0.33
3/14/2013
3.60
0.010
<0.010
1.93
<0.010
0.014
12
<0.2
114
<5
8.3
0.21
0.02
0.23
7/10/2013
4.80
0.028
0.011
9.56
0.010
0.048
17
<0.2
112
<5
5.1
<0.02
0.05
0.05
11/8/2013
6.80
0.028
<0.010
9.58
<0.010
0.045
16
<0.2
127
<5
6.5
0.07
0.03
0.10
3/6/2014
3.80
0.031
0.012
11.6
<0.010
0.044
15
0.3
90
<5
11.3
<0.2
0.04
0.04
MW-1
7/11/2014
7.80
<0.010
<0.010
1.56
<0.010
0.012
22
<0.2
125
<5
32.8
0.30
<0.02
0.30
11/10/2014
7.20
0.017
<0.010
6.50
<0.010
0.030
16
<0.2
172
<5
4.9
3.00
0.02
3.02
3/4/2015
2.10
0.032
<0.010
11.6
<0.010
0.052
10
<0.2
129
<5
8.0
0.39
0.45
7/29/2015
7.10
0.440
0.014
19.1
0.012
0.042
11
<0.2
115
<5
13.3
0.02
0.07
0.09
11/12/2015
3.90
<0.01
<0.01
0.656
<0.01
<0.01
<5
<0.02
116
<5
2.9
1.03
<0.02
1.03
3/22/2016
3.70
0.033
<0.01
12.8
<0.01
0.039
10
0.5
135
<5
7.4
<0.02
0.17
<0.02
7/14/2016
5.20
0.024
<0.01
8.66
<0.01
0.040
12
<0.02
112
<5
7.3
1.09
1.12
11/8/2016
5.40
0.083
0.022
35.9
0.029
0.071
11
<0.2
162
<5
18.6
3.43
0.09
3.52
12/1/2016
5.13
0.00845
<0.00500
0.111
<0.00200
<0.00200
10.7
<0.100
92
2.13
3.50
3/30/2017
3.51
<0.002
<0.005
<0.01
<0.02
<0.002
8.8
<0.1
84
2.63
3.28
0.395
<0.1
0.40
7/25/2017
4.73
<0.002
<0.005
0.117
<0.002
<0.002
9.59
<0.100
2.23
3.37
0.382
<0.100
11/16/2017
5.48
<0.002
<0.005
<0.100
<0.002
<0.002
7.44
<0.100
100
2.69
3.49
1.17
<0.100
1.17
3/26/2018
2.80
<0.002
<0.005
0.208
<0.002
<0.002
5.61
<0.100
95
1.31
3.61
0.474
<0.100
0.47
7/31/2018
2.73
<0.002
<0.005
<0.100
<0.002
<0.002
7.15
<0.100
103
1.49
3.16
0.174
<0.100
0.17
11/28/2018
3.37
<0.002
<0.005
<0.100
<0.002
<0.002
9.7
1 <0.100
91
1.8
1 3.57
1 <0.100
<0.100
<0.100

Frit Car
2012 U.S. Hwy 17 N.
New Bern NC, 28560
Table 1
W E LL I D
DATE
Depth To
Water ft.
c
L
L
a
a
u
°
°
f6
-i
Y
u
z
v',
•� GJ
o
+�
a z
m
° VI
CA0
0 H
a
+� -
° v°,
°
U_
C
m
0
�°
+� L
° u
N
0 0
z z
c
N
c
L
Z
Gi
Z
z
v
�
+L+
Z
4J N
0 0
z z
7/8/2009
7.00
0.009
<0.005
3.98
0.006
<0.005
14
<0.2
89
24
9.5
0.02
11/3/2009
8.40
<0.010
<0.010
5.19
<0.010
<0.010
28
0.5
165
76
5.5
0.05
3/2/2010
3.00
<0.010
<0.010
1.25
<0.010
<0.010
16
<0.2
129
43
13.3
<0.02
7/16/2010
7.40
<0.010
<0.010
3.17
<0.010
<0.010
34
0.6
214
84
7.9
0.03
0.03
11/8/2010
5.00
<0.010
<0.010
1.17
<0.010
<0.010
16
<0.2
133
49
10.4
<0.02
3/9/2011
3.50
<0.010
<0.010
2.27
<0.010
<0.010
16
<0.2
109
24
17.0
0.03
<0.02
0.03
7/15/2011
8.40
<0.010
<0.010
4.23
<0.010
<0.010
45
0.2
519
231
4.7
<0.02
<0.02
<0.02
11/3/2011
4.70
<0.010
<0.010
0.699
<0.010
<0.010
<5
<0.2
149
19
18.4
0.08
<0.02
0.08
3/15/2012
4.10
<0.010
<0.010
0.773
<0.010
<0.010
16
<0.2
103
14
14.3
<0.02
<0.02
<0.02
7/16/2012
5.30
<0.010
<0.010
0.337
<0.010
<0.010
25
<0.2
96
17
9.2
<0.02
0.03
0.02
11/8/2012
5.50
<0.010
<0.010
1.12
<0.010
<0.010
15
<0.2
115
24
12.8
0.04
<0.02
0.04
3/14/2013
3.30
<0.010
<0.010
1.63
<0.010
<0.010
13
<0.2
127
45
16.5
<0.02
<0.02
<0.02
7/10/2013
4.40
<0.010
<0.010
1.31
<0.010
<0.010
31
<0.2
148
33
12.5
<0.02
<0.02
<0.02
11/8/2013
6.20
0.011
<0.010
4.17
<0.010
0.025
23
<0.2
153
51
9.8
<0.02
<0.02
<0.02
3/6/2014
3.20
<0.010
<0.010
1.21
<0.010
<0.010
25
<0.2
99
25
6.4
0.57
<0.02
0.57
MW-2
7/11/2014
7.60
<0.010
<0.010
4.08
1 <0.010
0.014
7
<0.2
306
90
10.2
0.02
<0.02
0.02
11/10/2014
3.90
<0.010
<0.010
3.26
<0.010
0.013
104
0.2
340
80
12.0
0.07
<0.02
0.07
3/4/2015
2.30
<0.010
<0.010
1.79
<0.010
<0.010
43
<02
196
45
11.7
0.03
0.03
7/29/2015
5.60
0.013
<0.01
4.93
<0.01
0.017
58
0.03
203
58
18.5
<0.02
0.04
<0.02
11/12/2015
2.80
<0.01
<0.01
1.33
<0.01
<0.01
24
<0.2
221
33
35.7
<0.02
0.04
<0.02
3/22/2016
2.40
<0.01
<0.01
2.49
<0.01
<0.01
23
<0.02
225
46
34.2
<0.02
0.04
<0.02
7/14/2016
5.30
<0.01
<0.01
1.91
<0.01
0.011
52
<0.02
215
35
19.2
0.04
0.06
11/8/2016
5.10
<0.01
<0.01
2.71
<0.01
<0.01
94
0.2
457
103
18.9
5.86
0.03
5.89
12/1/2016
7.67
0.0682
<0.00500
<0.100
<0.00200
0.00200
110
0.213
442
109
14.4
3/30/2017
3.20
0.00478
<0.005
1.23
0.00467
1 <0.002
19.8
<0.02
222
21.6
28.6
<0.01
<0.01
<0.01
7/26/2017
4.42
0.00415
<0.005
1.02
0.00463
<0.002
27.8
<0.100
253
41
46.4
<0.100
<0.100
11/15/2017
5.16
0.0045
<0.005
0.878
0.00335
<0.002
32.2
0.156
225
20.2
42.4
<0.100
<0.100
<0.100
3/26/2018
2.81
0.00316
<0.005
0.565
0.00414
<0.002
59
3.09
705
322
37.8
2.18
<0.100
2.18
7/30/2018
2.71
0.0024
<0.005
0.454
0.00252
<0.002
78.1
1.1
374
87.9
44
1.16
<0.100
1.16
11/27/2018
2.90
0.00437
0.00564
0.969
0.00517
<0.002
41.7
0.601
344
65.5
44.6
<0.100
<0.100
<0.100

Frit Car
2012 U.S. Hwy 17 N.
New Bern NC, 28560
Table 1
WELL I D
DATE
Depth To
Water ft.
c
L
L
a
Q
°
°
Y
z
v',
•� GJ
o
a z
m
° VI
CA0
0 H
a
-
° v°,
o
u
U_
C
m
0
�°
0 L
°
N
0 0
z z
c
N
c
L
Z
Gi
Z
z
v
�
+L+
Z
4J N
0 0
z z
7/8/2009
11/3/2009
3/2/2010
6.30
<0.010
0.012
2.21
<0.010
<0.010
<5
<0.2
32
7
1.3
0.25
7/16/2010
11/8/2010
3/9/2011
6.60
<0.010
<0.010
0.790
<0.010
0.019
<5
<0.2
25
7
0.9
0.25
0.03
0.28
7/15/2011
11/3/2011
7.80
<0.010
<0.010
0.430
<0.010
0.021
<5
<0.2
32
<5
0.8
0.10
0.03
0.13
3/15/2012
7.30
<0.010
<0.010
2.90
<0.010
<0.010
<5
<0.2
60
11
1.5
0.21
0.3
0.51
7/16/2012
11/8/2012
3/14/2013
6.50
0.014
0.019
5.94
<0.010
0.024
<5
<0.2
30
7
4.3
0.85
0.04
0.89
7/10/2013
8.10
<0.010
<0.010
8.65
<0.010
0.08
<5
<0.2
23
6
1
0.09
0.03
0.12
11/8/2013
3/6/2014
6.60
0.016
<0.010
<0.010
0.052
<5
<0.2
5
31
3.4
0.46
0.04
0.50
MW-3
7/11/2014
11/10/2014
3/4/2015
4.10
<0.010
<0.010
5.51
<0.010
<0.010
<5
<0.2
58
<5
2.6
<0.02
0.08
7/29/2015
11/12/2015
6.20
0.024
<0.01
13.5
<0.01
0.036
<5
<0.02
50
6
1.8
<0.02
0.10
<0.02
3/22/2016
4.80
0.012
<0.01
6.70
<0.01
0.02
<5
0.7
34
<5
2.4
<0.02
0.53
<0.02
7/14/2016
8.80
0.178
0.096
224
0.076
rl '^^
<5
<0.2
43
<5
1.6
<0.02
0.29
11/8/2016
12/1/2016
DRY
3/30/2017
DRY
7/25/2017
DRY
11/16/2017
DRY
3/26/2018
DRY
7/30/2018
DRY
11/27/2018
DRY

Frit Car
2012 U.S. Hwy 17 N.
New Bern NC, 28560
Table 1
W E LL I D
DATE
Depth To
Water ft.
c
L
L
a
a
u
°
°
f6
-i
Y
u
z
v',
•� GJ
o
+�
a z
m
° VI
CA0
0 H
a
+� -
° v°,
°
U_
C
m
0
�°
+� L
° u
N
0 0
z z
c
N
c
L
Z
Gi
Z
z
v
�
+L+
Z
4J N
0 0
z z
7/8/2009
7.90
0.006
<0.005
0.192
<0.005
<0.005
27
<0.2
101
24
2.3
0.95
11/3/2009
9.80
<0.010
<0.010
0.393
<0.010
<0.010
37
<0.2
109
25
3.9
1.63
3/2/2010
3.90
<0.010
0.023
0.115
<0.010
<0.010
2.21
<0.2
104
38
9.2
0.35
7/16/2010
8.50
<0.010
<0.010
0.065
<0.010
<0.010
32
<0.2
245
105
4.3
1.06
1.06
11/8/2010
6.00
<0.010
<0.010
0.046
<0.010
<0.010
31
<0.2
201
81
4.9
<0.02
3/9/2011
4.80
<0.010
0.017
0.182
<0.010
<0.010
14
<0.2
89
59
8.3
0.09
<0.02
0.09
7/15/2011
9.80
<0.010
<0.010
0.068
<0.010
<0.010
48
<0.2
285
122
3.9
0.50
<0.02
0.50
11/3/2011
5.80
<0.010
<0.010
0.083
<0.010
<0.010
42
<0.2
226
93
4.3
0.48
<0.02
0.48
3/15/2012
5.60
<0.010
<0.010
0.146
<0.010
<0.010
12
<0.2
102
31
7.5
0.04
<0.02
0.04
7/16/2012
6.80
<0.010
<0.010
0.102
<0.010
<0.010
37
<0.2
243
85
4.6
0.07
0.03
0.1
11/8/2012
6.30
<0.010
<0.010
0.491
<0.010
<0.010
8
<0.2
149
48
9.5
0.26
<0.02
0.26
3/14/2013
4.00
<0.010
<0.010
0.140
<0.010
<0.010
11
<0.2
83
32
10.5
0.03
<0.02
0.03
7/10/2013
6.00
<0.010
<0.010
0.257
<0.010
<0.010
65
<0.2
206
57
4.5
0.03
<0.02
0.03
11/8/2013
7.40
<0.010
<0.010
0.91
<0.010
<0.010
70
<0.02
202
38
3.9
<0.02
<0.02
<0.02
3/6/2014
4.70
<0.010
<0.010
0.194
<0.010
<0.010
37
<0.2
129
76
10.0
0.84
<0.02
0.84
MW-4
7/11/2014
8.60
<0.010
<0.010
0.339
1 <0.010
<0.010
52
<0.2
183
29
32.7
0.88
<0.02
0.88
11/10/2014
7.10
0.002
0.004
0.256
0.017
<0.001
93
<0.2
282
52
5.8
0.07
<0.02
3/4/2015
3.10
<0.010
<0.010
0.862
<0.010
<0.010
8
<0.2
80
6
17.2
0.06
0.08
7/29/2015
5.20
<0.01
<0.01
0.281
<0.01
<0.01
56
<0.2
189
37
7.9
1.21
<0.2
1.21
11/12/2015
4.50
<0.01
<0.01
0.306
<0.01
<0.01
17
<0.2
115
23
18.3
<0.02
<0.02
<0.02
3/22/2016
6.00
<0.01
<0.01
0.402
<0.01
<0.01
12
<0.2
117
19
20.9
<0.02
0.09
<0.02
7/14/2016
6.30
<0.01
<0.01
0.173
<0.01
<0.01
54
<0.2
198
64
12.8
17.2
17.2
11/8/2016
5.90
<0.01
<0.01
0.298
<0.01
<0.01
52
<0.2
328
59
25.4
11.4
0.04
11.4
12/1/2016
5.61
0.207
<0.00500
<0.100
<0.00200
<0.00200
48.7
<0.100
234
29.9
5.31
3/30/2017
4.54
<0.002
<0.005
0.209
<0.002
1 <0.002
16.5
<0.001
85
16.8
11.7
<0.001
<0.001
<0.001
7/25/2017
5.54
<0.002
<0.005
<0.100
<0.002
<0.002
60.6
<0.100
240
53.5
6.46
5.17
<0.100
11/16/2017
6.15
<0.002
<0.005
<0.100
<0.002
<0.002
54.6
<0.100
209
43.4
11.3
1.53
<0.100
1.53
3/27/2018
4.83
0.0131
<0.005
0.288
<0.002
<0.002
10.5
<0.100
103
10.4
27.8
<0.100
<0.100
<0.100
7//30/18
2.72
<0.002
1 <0.005
0.234
<0.002
<0.002
42
<0.100
151
36.6
14.5
<0.100
<0.100
<0.100
11/28/2018
4.27
0.00207
1 <0.005
0.496
<0.002
1 <0.002
41.4
<0.100
207
73.7
13.6
1 <0.100
<0.100
<0.100

Frit Car
2012 U.S. Hwy 17 N.
New Bern NC, 28560
Table 1
WELL ID
DATE
Depth To
Water ft.
c
i
a CL
u
°
°
ai
-i
Y
U
z
m
v',
0 GJ
E o
+�
a z
m
GJ
° VI
CA 0
0~
a
+� -
° v°,
o
u
U
C
m
0
R -°
0 m
° u
N
0 0
t t
z z
c
N
b
i
++
Z
+�
z
v
+'
+�+
Z
GJ
0 0
+� +i
z z
3/31/2017
<0.002
<0.005
0.327
<0.002
<0.002
19.8
<0.100
81
19.6
3.34
<0.100
<0.100
<0.100
7/25/2017
4.36
<0.002
<0.005
0.153
<0.002
<0.002
14.3
<0.100
60
14
5.14
<0.100
<0.100
<0.100
11/16/2017
4.79
<0.002
<0.005
0.444
<0.002
<0.002
12.8
<0.100
64
12.4
5.86
<0.100
<0.100
<0.100
3/27/2018
2.83
<0.002
<0.005
0.203
<0.002
<0.002
18.5
<0.100
78
14.8
2.23
<0.100
<0.100
<0.100
7/30/2018
2.75
<0.002
<0.005
<0.100
<0.002
<0.002
20.3
<0.100
82
17.8
2.62
<0.100
<0.100
<0.100
11/28/2018
3.02
<0.002
<0.005
0.125
<0.002
<0.002
23.9
<0.100
63
23.3
1.9
<0.100
<0.100
<0.100
MW-5

Frit Car
2012 U.S. Hwy 17 N.
New Bern NC, 28560
Table 1
W E LL I D
DATE
Depth To
Water ft.
c
L
L
a
a
u
°
°
f6
-i
Y
u
z
v',
•� GJ
o
+�
a z
m
GJ
° VI
CA0
0 H
a
+� -
° v°,
°
U
C
m
0
�°
+� L
° u
N
0 0
z z
c
N
c
L
Z
Gi
Z
z
v
++
+r
Z
GJ
0 0
z z
3/30/2017
7.57
<0.002
<0.005
<0.100
<0.002
0.0021
10.7
<0.100
38
11.4
1.17
<0.100
<0.100
<0.100
7/25/2017
8.41
<0.002
<0.005
0.517
<0.002
<0.002
16.7
<0.100
57
13.1
1.29
<0.100
<0.100
<0.100
11/15/2017
9.11
<0.002
<0.005
0.727
<0.002
<0.002
9.72
<0.100
55
13.1
1.29
<0.100
<0.100
<0.100
3/27/2018
6.82
<0.002
<0.005
0.945
<0.002
<0.002
20.1
<0.100
66
12.3
1.69
<0.100
<0.100
<0.100
7/30/2018
6.73
<0.002
<0.005
0.733
<0.002
<0.002
17.5
<0.100
66
16.6
2.15
<0.100
<0.100
<0.100
11/27/2018
7.24
<0.002
<0.005
0.763
<0.002
<0.002
14.5
<0.100
50
14.9
1.32
<0.100
<0.100
<0.100
M W-6

Frit Car
2012 U.S. Hwy 17 N.
New Bern NC, 28560
Table 1
..Water
DepthI
ft.
I
m
NMI

Frit Car
2012 U.S. Hwy 17 N.
New Bern NC, 28560
Table 2
>
c
d,
_
° '^
o
ova
ac
O
az
z
+
ai
Depth To
Y
o
0£ o
WELL ID
DATE
Water ft.
s
u
CL
°
u
°
a
`-'
Z
Ln
£ •`=
Q z
c c
r Ln
t
u
c
u
z
z
z Z
3/28/2018
0.00345
0.005
0.1
0.002
0.002
27
0.1
101
4.22
8.47
0.1
0.1
0.1
7/31/2018
0.0131
0.00806
2.99
0.00678
0.00497
9.96
0.1
314
1.1
15
0.1
0.1
0.1
11/28/2018
0.0644
0.0147
21.8
0.0389
0.0292
8.77
0.1
279
3.6
9.82
0.1
0.1
0.1
TEMP
WELL 1
3/28/2018
0.002
0.005
0.1
0.002
0.00206
8.92
0.1
40
5.65
5.07
0.391
0.1
0.391
7/31/2018
0.0439
0.0255
5.6
0.0269
0.0106
6.43
0.1
144
5.75
24.8
0.646
0.1
0.646
11/28/2018
0.0176
0.005
2.84
0.00862
0.00561
7.91
0.463
144
4.07
28.7
0.1
0.1
0.1
TEMP
WELL 2
�-
1 1 •
1 11 I•
1 11 I
�-
1 1
1 1 .
�
1 1 •
1 1 �
©����
1 ��
�
1 �
---------------
---------------
---------------
---------------
Permit Limit, mg/I
0.01
1 0.3 0.02 0.1 250 NA
500 250 10 10 NA NA
Average, mg/I
0.024417
4.939
18.35111
Standard Deviation
0.022187
6.457575
9.982923
2-Sigma
0.044374
12.91515
19.96585
Proposed Limit, mg/I
0.06879
17.85415
38.31696

Incoming supply lijel (Approximate, not field ,Lvcated)
Monitoring Well #1
July, 1986
Total Depth: 11.8'
Depth to top of screen: 1.8'
Depth to bottom of screen: 11.8
Monitoring Well #2
July, 1986
Total Depth: 13.5'
--
Depth to top of screen: 3.47'
Depth to bottom of screen: 13.47'
--------------------
Monitoring Well #7
June, 2017
Qt
IrsOOGUNE 1 THE lE- en0 O..N INOORPORpTL 14-114, k AN
—Exi OF PRO—IONk SENNOL IS TIE PRO— OF 6 RRCIIIP
NN OuT me �iINTEN BE i aWgiipnonWOFF CRU aIxuPP ". OR IN Pen.
NZ
j
o
&o.
Monitoring Well #4
- -- - July, 1986
—_----- _______-- �\
Total Depth: 15.8'
J,Depth to top of s
j, De th to botto c
Oft --' �'------ ---- -----,_ �� -�
WFLO ---
\\
fj
\
l�
f�
'O
An: 2.43'
f screen: 12.43'
Monitoring Wei
June, 2017
Inactive Monitoring Well
Monitoring Well #3
April, 2000
Total Depth: 12.0'
Depth to top of screen: 2.0'
Depth to bottom of screen: 12.0'
LEGEND EXISTING
EXISTING WASTEWATER LINE
�S. CONTOUR ELEVATION
0 EXISTING MONITORING WELL
EXISTING FENCE LINE
EXISTING WASTEWATER SPRAY
HEAD
�7g-- Fe ISOCONCENTRATION ELEVATION
161
REVISION
Potentiometric Map
2015-2018
1 j
I

Frit Car, Inc.a.. N. Legend
New Bern, NC 28560 well
`Fnt Car. Inc /
h
�0 O�
a o temp well 2 ,a'
temp well 3 a
O
we115
well4 °�
� well 6
O
temp well 1 _ Well 1 well 3 °
well 2
O
-�well 7
Google Earth vk

Chairman
John William Miller
Vice Chairman
Steven A. Stadelman
Secretary -Treasurer
Kenneth B. Taylor
Members
Rachel P. Kirkman
Dennis J. Lapoint
Robert Mensah-Biney
P.O. Box 41225
Raleigh, NC 27629-1225
Telephone [phone]
www.ncblg.org
Email: [e-mail]
North Carolina Board for Licensing of Geologists
November 4, 2019
Via Email and US Mail: [e-mail]
Tim Floyd
POLY, INC.
P.O. Box 837
Dothan, AL 36302
RE: Temporary License
Dear Mr. Floyd:
The Board is in receipt of your request for temporary license.
Please be advised that NC General Statute 89E-7(b)(2) states in part: "when such practice does
not exceed in the aggregate more than 90 days in any calendar year. " You are advised that the
proposed work must be completed by December 31, 2019 per the NC Geologist Licensing Act.
A temporary license is non-renewable.
Please advise the Board upon the completion of the work, a statement of the time engaged in
such work within the State.
Your letter will be kept on file at the Board office.
Sincerely,
ta&ai& Lt
- 00t-
Barbara U. Geiger
Executive Director
/bug