NC0061719_Fact Sheet_20191123

FACT SHEET FOR EXPEDITED PERMIT RENEWALS
This form must be completed by Permit Writers for all expedited permits which do not require
full Fact Sheets. Expedited permits are generally simple 100% domestics (e.g., schools, mobile
home parks, etc) that can be administratively renewed with minor changes, but can include
facilities with more complex issues (Special Conditions, 303(d) listed water, toxicity testing,
instream monitoring, compliance concerns).
Basic Information for Expedited Permit Renewals
Permit Writer / Date
Brianna Young 11/23/19
Permit Number
NCO061719
Facility Name / Facility Class
Woodlake Country Club WWTP / WW-2
Basin Name / Sub -basin number
Cape Fear / 03-06-14
Receiving Stream / HUC
Crane Creek (Crains Creek Lake Surf)
Stream Classification / Stream Segment
WS-III / 18-23-16
Does permit need Daily Maximum NH3
limits?
Already present
Does permit need TRC limits/language?
Alread resent
Does permit have toxicity testing? IWC (%) if
so
Yes; IWC = 2.8%, 4.6%, and 8.8%
Does permit have Special Conditions?
None
Does permit have instream monitoring?
None
Is the stream impaired on 303 d list)?
No
Any obvious compliance concerns?
See Compliance History
Any permit mods since lastpermit?
Yes; facility components changed
New expiration date
5/31/2021
Comments on Draft Permit?
See below
Facility Overview:
The Woodlake County Club WWTP has a tiered permitted discharge of 0.3 MGD, 0.5
MGD, and 1.0 MGD. The WWTP can also accept WTP ion exchange filter backwash.
Per the fact sheet from the 2016 renewal, IE flow is approximately 10% of WWTP
effluent.
Aqua North Carolina has requested a modification of their permit to address facility
upgrades and to request a reduction in monitoring frequency. Per the modification
request, Aqua completed upgrades in May 2018, which included installing a UV
disinfection system, secondary clarification, and extended aeration system. Aqua is
requesting optional monitoring for TRC at a reduced frequency and reduced monitoring
frequency for fecal coliform based on improved compliance history, and a removal of
fluoride monitoring as they state none of their WTPs utilize fluoride during treatment and
is therefore not present in the residuals sent to the WWTP.
An ATC for the plant upgrades appears to have been given after a previous permit
modification (ATC #: 061719A02).

A site visit was completed 8/30/2019, during which the ORC stated that WTP wastewater
had not been accepted in a long time. It was observed that chlorine was still in use at the
facility along with UV units. The regional office informed the ORC that the chlorine
system could be turned off but should be kept as a back-up in case UV disinfection is not
possible.
Compliance History:
Compliance history was reviewed between October 2014 and October 2019.
• 1 NOD for BOD limit violation
• 3 NOVs for fecal coliform limit violations
• 2 NOVs for TSS limit violations
• 2 NODS for ammonia nitrogen frequency violations
• 1 NOD for total phosphorus frequency violation
• Numerous frequency violations with no action taken
• Passed last 12 toxicity tests
RPA:
The maximum monthly average flow between August 2016 and August 2019 was
approximately 0.204 MGD.
• Chlorides — No RP, predicted max < 50% of allowable Cw; monitoring shall
remain for WTP wastewater discharged in the future
• Copper — No RP, predicted max < 50% of allowable Cw; monitoring shall remain
for WTP wastewater discharged in the future
• Fluoride — No RP, predicted max < 50% of allowable Cw; monitoring not
required as permittee indicated fluoride should not be present in WTP wastewater
• Lead — No RP, predicted max < 50% of allowable Cw; monitoring shall remain
for WTP wastewater discharged in the future
• Zinc — No RP, predicted max < 50% of allowable Cw; monitoring shall remain
for WTP wastewater discharged in the future
Changes from previous permit to draft:
• Updated outfall map
• Updated receiving stream characteristics on the Supplement to Permit Cover
Sheet
• Updated components list on Supplement to Permit Cover Sheet per modification
request
• Facility grade citation added in A(1), A(2), and A(3)
• Added units for parameters in A(1), A(2), and A(3)

• Fluoride monitoring removed from A(1), A(2), and A(3) as there is no potential to
exceed WQS per RPA, and permittee indicated fluoride should not be present in
WTP wastewater
• TRC footnote updated in A(1), A(2), and A(3) to represent optional testing as
modification request indicates chlorine disinfection will no longer be used
o Monitoring shall remain as chlorine was still in use during the site visit,
and shall be used as a back-up for disinfection
• TRC monitoring will be reduced from 3/week to 2/week in A(1), A(2), and A(3)
per Class II WWTP in 15A NCAC 02B .0500 et seq. as facility has an improved
compliance history
• Fecal coliform monitoring will be reduced from 3/week to weekly in A(1), A(2),
and A(3) per Class II WWTP in 15A NCAC 02B .0500 et seq. as facility has an
improved compliance history
• Monitoring frequency for DO increased from quarterly to weekly for effluent in
A(1), A(2), and A(3) per Class II WWTP in 15A NCAC 02B .0508
• Instream monitoring added for salinity, conductivity, DO, and pH in A(1), A(2),
and A(3) per 2009 WTP strategy as facility has potential to accept IE WTP
wastewater
• Monitoring frequency increased for effluent for salinity, conductivity, turbidity,
and TDS in A(1), A(2), and A(3) per 2012 WTP guidance
o WTP guidance followed as these parameters were added due to the
acceptance of IE WTP waste stream
• Conductivity sample for effluent changed from grab to composite in A(1), A(2),
and A(3) per the 2009 WTP strategy
• Monitoring for iron removed in A(1), A(2), and A(3) as there is no longer a WQS
• Hardness monitoring added in A(1), A(2), and A(3) as permit has hardness
dependent metals
• Updated toxicity test in A(1), A(2), and A(3), and associated testing language in
A(4), from acute fathead minnow to chronic Ceriodaphnia dubia as Ceriodaphnia
is the most sensitive species for freshwater
• IWC updated in A(1), A(2), A(3), and A(4), and added A(5) and A(6) based on
permitted flows and current dilution in RPA
0 0.3 MGD = IWC of 2.8%
0 0.5 MGD = IWC of 4.6%
0 1 MGD = IWC of 8.8%
Changes from draft to tinal:
• None
Comments received on draft permit:
• Heidi Cox (DWR, via email 11/3/19) — concurs with issuance
• Amanda Berger (AQUA, via email 11/18/19): Aqua does not have any comments
on the draft permit.

NPDES Implementation of Instream Dissolved Metals Standards — Freshwater
Standards:
The NC 2007-2015 Water Quality Standard (WQS) Triennial Review was approved by
the NC Environmental Management Commission (EMC) on November 13, 2014. The US
EPA subsequently approved the WQS revisions on April 6, 2016, with some exceptions.
Therefore, metal limits in draft permits out to public notice after April 6, 2016 must be
calculated to protect the new standards - as approved.
Table 1. NC Dissolved Metals Water Quality Standards/Aquatic Life Protection
Parameter
Acute FW, µg/l
(Dissolved)
Chronic FW,
µg/1
(Dissolved)
Acute SW, µg/1
(Dissolved)
Chronic SW,
µg/1
(Dissolved)
Arsenic
340
150
69
36
Beryllium
65
6.5
---
---
Cadmium
Calculation
Calculation
40
8.8
Chromium III
Calculation
Calculation
---
---
Chromium VI
16
11
1100
50
Copper
Calculation
Calculation
4.8
3.1
Lead
Calculation
Calculation
210
8.1
Nickel
Calculation
Calculation
74
8.2
Silver
Calculation
0.06
1.9
0.1
Zinc
Calculation
Calculation
90
81
Table 1 Notes:
1. FW= Freshwater, SW= Saltwater
2. Calculation = Hardness dependent standard
3. Only the aquatic life standards listed above are expressed in dissolved form.
Aquatic life standards for Mercury and selenium are still expressed as Total
Recoverable Metals due to bioaccumulative concerns (as are all human health
standards for all metals). It is still necessary to evaluate total recoverable aquatic
life and human health standards listed in 15A NCAC 2B.0200 (e.g., arsenic at 10
µg/1 for human health protection; cyanide at 5 µg/L and fluoride at 1.8 mg/L for
aquatic life protection).
Table 2. Dissolved Freshwater Standards for Hardness -Dependent Metals
The Water Effects Ratio (WER) is equal to one unless determined otherwise under 15A
NCAC 02B .0211 Subparagraph (11)(d)
Metal
NC Dissolved Standard, /1
Cadmium, Acute
WER* {1.136672-[ln hardness] (0.041838)} e^10.9151 [ln
hardness]-3.14851
Cadmium, Acute Trout
WER* { 1.136672-[ln hardness] (0.041838)} e^{0.9151 [In
waters
hardness] -3.62361

Cadmium, Chronic
WER*{1.101672-[ln hardness] (0.041838)} • e^{0.7998[ln
hardness] -4.4451 }
Chromium III, Acute
WER*0.316 • e^{0.8190[ln hardness] +3.725 61
Chromium IIl, Chronic
WER*0.860 eAtO.8190[ln hardness] +0. 68481
Copper, Acute
WER*0.960 e^{0.9422[ln hardness]-1.7001
Copper, Chronic
WER*0.960 e^{0.8545[ln hardness]-1.702}
Lead, Acute
WER*{1.46203-[ln hardness](0.145712)} • e^{1.273[ln hardness]-
1.460}
Lead, Chronic
WER* { 1.46203-[ln hardness](0.145712)} • e^ { 1.273 [ln hardness]-
4.705 }
Nickel, Acute
WER*0.998 eA10.8460[ln hardness] +2.25 51
Nickel, Chronic
WER*0.997 e^{0.8460[ln hardness] +0. 05 841
Silver, Acute
WER*0.85 • e^{1.72[ln hardness]-6.59}
Silver, Chronic
Not applicable
Zinc, Acute
WER*0.978 e^{0.8473[ln hardness] +0. 8 841
Zinc, Chronic
WER*0.986 e^{0.8473[ln hardness] +0. 8 841
General Information on the Reasonable Potential Analysis (RPA)
The RPA process itself did not change as the result of the new metals standards.
However, application of the dissolved and hardness -dependent standards requires
additional consideration in order to establish the numeric standard for each metal of
concern of each individual discharge.
The hardness -based standards require some knowledge of the effluent and instream
(upstream) hardness and so must be calculated case -by -case for each discharge.
Metals limits must be expressed as `total recoverable' metals in accordance with 40 CFR
122.45(c). The discharge -specific standards must be converted to the equivalent total
values for use in the RPA calculations. We will generally rely on default translator values
developed for each metal (more on that below), but it is also possible to consider case -
specific translators developed in accordance with established methodology.
RPA Permitting Guidance/WQBELs for Hardness -Dependent Metals — Freshwater:
The RPA is designed to predict the maximum likely effluent concentrations for each
metal of concern, based on recent effluent data, and calculate the allowable effluent
concentrations, based on applicable standards and the critical low -flow values for the
receiving stream.

If the maximum predicted value is greater than the maximum allowed value (chronic or
acute), the discharge has reasonable potential to exceed the standard, which warrants a
permit limit in most cases. If monitoring for a particular pollutant indicates that the
pollutant is not present (i.e. consistently below detection level), then the Division may
remove the monitoring requirement in the reissued permit.
To perform a RPA on the Freshwater hardness -dependent metals the Permit
Writer compiles the following information:
• Critical low flow of the receiving stream, 7Q10 (the spreadsheet
automatically calculates the 1 Q 10 using the formula 1 Q 10 = 0.843
(s7Q I0, cfs) 0.993
Effluent hardness and upstream hardness, site -specific data is preferred
Permitted flow
• Receiving stream classification
2. In order to establish the numeric standard for each hardness -dependent metal of
concern and for each individual discharge, the Permit Writer must first determine
what effluent and instream (upstream) hardness values to use in the equations.
The permit writer reviews DMR's, Effluent Pollutant Scans, and Toxicity Test
results for any hardness data and contacts the Permittee to see if any additional
data is available for instream hardness values, upstream of the discharge.
If no hardness data is available, the permit writer may choose to do an initial
evaluation using a default hardness of 25 mg/L (CaCO3 or (Ca + Mg)). Minimum
and maximum limits on the hardness value used for water quality calculations are
25 mg/L and 400 mg/L, respectively.
If the use of a default hardness value results in a hardness -dependent metal
showing reasonable potential, the permit writer contacts the Permittee and
requests 5 site -specific effluent and upstream hardness samples over a period of
one week. The RPA is rerun using the new data.
The overall hardness value used in the water quality calculations is calculated as
follows:
Combined Hardness (chronic)
_ (Permitted Flow, cfs *Avg. Effluent Hardness, mg/L) x (s7Q10, cfs *Avg. Upstream Hardness,
MZU
(Permitted Flow, cfs + s7Q 10, cfs)
The Combined Hardness for acute is the same but the calculation uses the IQ 10
flow.
The permit writer converts the numeric standard for each metal of concern to a
total recoverable metal, using the EPA Default Partition Coefficients (DPCs) or
site -specific translators, if any have been developed using federally approved
methodology.

EPA default partition coefficients or the "Fraction Dissolved" converts the
value for dissolved metal at laboratory conditions to total recoverable metal
at in -stream ambient conditions. This factor is calculated using the linear
partition coefficients found in The Metals Translator: Guidance for
Calculating a Total Recoverable Permit Limit from a Dissolved Criterion
(EPA 823-B-96-007, June 1996) and the equation:
Cass = 1
Ctotal 1 + { [Kpo] [ss(l+a)] [10-6] }
Where:
ss = in -stream suspended solids concentration [mg/1], minimum of 10 mg/L
used, and
Kpo and a = constants that express the equilibrium relationship between
dissolved and adsorbed forms of metals. A list of constants used for each
hardness -dependent metal can also be found in the RPA grogram under a
4. The numeric standard for each metal of concern is divided by the default partition
coefficient (or site -specific translator) to obtain a Total Recoverable Metal at
ambient conditions.
In some cases, where an EPA default partition coefficient translator does not exist
(ie. silver), the dissolved numeric standard for each metal of concern is divided by
the EPA conversion factor to obtain a Total Recoverable Metal at ambient
conditions. This method presumes that the metal is dissolved to the same extent as
it was during EPA's criteria development for metals. For more information on
conversion factors see the June, 1996 EPA Translator Guidance Document.
The RPA spreadsheet uses a mass balance equation to determine the total
allowable concentration (permit limits) for each pollutant using the following
equation:
Ca = (s7Q10 + Qw) (Cwgs)-s7Q10) (Cb)
Qw
Where: Ca = allowable effluent concentration (µg/L or mg/L)
Cwqs = NC Water Quality Standard or federal criteria (µg/L or mg/L)
Cb = background concentration: assume zero for all toxicants except NH3*
(µg/L or mg/L)
Qw = permitted effluent flow (cfs, match s7Q10)
s7Q10 = summer low flow used to protect aquatic life from chronic toxicity
and human health through the consumption of water, fish, and
shellfish from noncarcinogens (cfs)
* Discussions are on -going with EPA on how best to address background
concentrations
Flows other than s7Q 10 may be incorporated as applicable:
IQ 10 = used in the equation to protect aquatic life from acute toxicity

QA = used in the equation to protect human health through the
consumption of water, fish, and shellfish from carcinogens
30Q2 = used in the equation to protect aesthetic quality
The permit writer enters the most recent 2-3 years of effluent data for each
pollutant of concern. Data entered must have been taken within four and one-half
years prior to the date of the permit application (40 CFR 122.21). The RPA
spreadsheet estimates the 95th percentile upper concentration of each pollutant.
The Predicted Max concentrations are compared to the Total allowable
concentrations to determine if a permit limit is necessary. If the predicted max
exceeds the acute or chronic Total allowable concentrations, the discharge is
considered to show reasonable potential to violate the water quality standard, and
a permit limit (Total allowable concentration) is included in the permit in
accordance with the U.S. EPA Technical Support Document for Water Quality -
Based Toxics Control published in 1991.
7. When appropriate, permit writers develop facility specific compliance schedules
in accordance with the EPA Headquarters Memo dated May 10, 2007 from James
Hanlon to Alexis Strauss on 40 CFR 122.47 Compliance Schedule Requirements.
The Total Chromium NC WQS was removed and replaced with trivalent
chromium and hexavalent chromium Water Quality Standards. As a cost savings
measure, total chromium data results may be used as a conservative surrogate in
cases where there are no analytical results based on chromium III or VI. In these
cases, the projected maximum concentration (95th %) for total chromium will be
compared against water quality standards for chromium III and chromium VI.
9. Effluent hardness sampling and instream hardness sampling, upstream of the
discharge, are inserted into all permits with facilities monitoring for hardness -
dependent metals to ensure the accuracy of the permit limits and to build a more
robust hardness dataset.
10. Hardness and flow values used in the Reasonable Potential Analysis for Outfall
001 for this permit included:
Parameter
Value
Comments Data Source
Average Effluent Hardness
25 mg/L
No hardness data available
(mg/L)
[Total as, CaCO3 or Ca+M ]
Average Upstream Hardness
25 mg/L
No hardness data available
(mg/L)
[Total as, CaCO3 or Ca+M ]
7Q 10 summer cfs
16 cfs
Value pulled from BIMS
1Q10 (cfs)
13.23 cfs
Value pulled from BIMS
Permitted Flow (MGD)
0.3 MGD,
0.5 MGD,
1.0 MGD

From: Berger, Amanda A <[e-mail]>
Sent: Monday, November 18, 2019 9:14 AM
To: Young, Brianna A
Cc: Mingus, Joel A; Collins, Christopher A; Pearce, Joseph R
Subject: RE: [EXTERNAL] Draft NPDES permit for Woodlake Country Club (NC0061719)
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to [e-mail]
Good morning Brianna,
Thank you for extending the comment period for Woodlake Country Club (NC0061719). We appreciated
the additional time to review and discuss internally.
Aqua does not have any comments on the draft permit.
Once again, thank you.
Best regards,
Amanda Berger
Director of Environmental Compliance
Aqua North Carolina
202 MacKenan Ct; Cary, NC 27511
0: 919.653.6965 M:910.773.0406
From: Young, Brianna A <[e-mail]>
Sent: Friday, November 15, 2019 8:48 AM
To: Berger, Amanda A <[e-mail]>
Subject: RE: [EXTERNAL] Draft NPDES permit for Woodlake Country Club (NC0061719)
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless
you recognize the sender and know the content is safe.
Hello Amanda,
I'm sorry for not getting back to you yesterday. Yes, I will extend the comment period for Woodlake
County Club until Friday, November 22nd.
Brianna Young
Environmental Specialist II
Compliance and Expedited Permitting Branch
Division of Water Resources
Department of Environmental Quality
Office: 919-707-3619
[e-mail]
Mailing address:

1617 Mail Service Center
Raleigh, NC 27699-1617
Email correspondence to and from this address is subject to the North Carolina Public Records Law and
may be disclosed to third parties.
From: Berger, Amanda A <[e-mail]>
Sent: Tuesday, November 12, 2019 9:04 AM
To: Young, Brianna A <[e-mail]>
Subject: RE: [EXTERNAL] Draft NPDES permit for Woodlake Country Club (NC0061719)
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to [e-mail]
Hi Brianna,
We are internally discussing finding an alternative discharge location for the brine waste that is listed in
the permit. The supervisor for this plant is on vacation this week, would it be possible to extend our
comment period to Monday, November 18th.
Appreciate your consideration of our request.
Thank you,
Amanda
Amanda Berger
Director of Environmental Compliance
Aqua North Carolina
202 MacKenan Ct; Cary, NC 27511
0: 919.653.6965 M:910.773.0406
From: Young, Brianna A <[e-mail]>
Sent: Wednesday, October 16, 2019 8:37 AM
To: Berger, Amanda A <[e-mail]>
Subject: [EXTERNAL] Draft NPDES permit for Woodlake Country Club (NC0061719)
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless
you recognize the sender and know the content is safe.
Good morning Amanda,
Please find attached a copy of the NPDES draft permit for the Woodlake Country Club WWTP
(NC0061719), which was submitted to public notice this week. A hard copy of this permit has been
placed in the mail for Mr. Shannon Becker. Please provide any comments by November 15th.
Thank you,
Brianna Young
Environmental Specialist Il

Compliance and Expedited Permitting Branch
Division of Water Resources
Department of Environmental Quality
Office: 919-707-3619
[e-mail]
Mailing address:
1617 Mail Service Center
Raleigh, NC 27699-1617
Email correspondence to and from this address is subject to the North Carolina Public Records Law and
may be disclosed to third parties.

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
NORTH CAROLINA
F►rwrr-0nM#1tf0I Qrtarrty
October 16, 2019
MEMORANDUM
To: Heidi Cox
NC DEQ / DWR / Public Water Supply
Fayetteville Regional Office
From: Brianna Young
Compliance and Expedited Permitting Unit
Subject: Review of Draft NPDES Permit NCO061719
Woodlake Country Club WWTP
Moore County
Please indicate below your agency's position or viewpoint on the draft permit and return this form by
November 15, 2019. If you have any questions on the draft permit, please contact me at 919-707-3619
or via e-mail [[e-mail]].
§§§§§§§§§§§§§§§§§§§§§§§§§§§§§§§§
RESPONSE: (Check one)
IT]
Concur with the issuance of this permit provided the facility is operated and maintained properly,
the stated effluent limits are met prior to discharge, and the discharge does not contravene the
designated water quality standards.
F1Concurs with issuance of the above permit, provided the following conditions are met:
F-1 Opposes the issuance of the above permit, based on reasons stated below, or attached:
Signed: Heidi Lane Cox Date: 11/3/2019
D_EQ�
North Carolina Department of Environmental Quality I Division of Water Resources
1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919-707-9000

Freshwater RPA - 95% Probability/95% Confidence Using Metal Translators
MAXIMUM DATA POINTS = 58
REQUIRED DATA ENTRY
Table 1. Proiect Information
Facility Name
WWTP/WTP Class
NPDES Permit
Outfal I
Flow, Ow (MGD)
Receiving Stream
HUC Number
Stream Class
❑ CHECK IF HQW OR ORW WQS
Woodlake Country Club WWTP
WW-2
NCO061719
001
0.204
Crane Creek (Crains Creek) (Lake Surf)
0303000403
WS-III
❑ Apply WS Hardness WQC
7Q10s (cfs)
7010w (cfs)
30Q2 (cfs)
QA (cfs)
1Q10s (cfs)
16.00
37.00
38.00
115.00
13.23
Effluent Hardness
----_
Upstream Hardness
Combined Hardness Chronic
Combined Hardness Acute
25 mg/L (Avg)
-------------------
25 mg/L (Avg)
25 mg/L
25 mg/L
Data Source(s)
DMR data 2/2015 to 8/2019
❑ CHECK TO APPLY MODEL
Follow directions for data entry. In some cases a
comment menu list the available choices or a
dropdown menu will provide a list you may select
from. Error message occur if data entry does not
meet input criteria.
Par01
Par02
Par03
Par04
Par05
Par06E
Par07
Par08
Par09
Par10
Par11
Par12
Par13
Par14
Par15
Par16
Par17
Par18
Par19
Par20
Par21
Par22
Par23
Par24
Par25
Table 2. Parameters of Concern
Name WQS Type Chronic Modifier Acute PQL Units
Arsenic
Aquactic Life
C
150
FW
340
ug/L
Arsenic
Human Health Water Supply
C
10
HH/WS
N/A
ug/L
Beryllium
Aquatic Life
NC
6.5
FW
65
ug/L
Cadmium
Aquatic Life
NC
0.5899
FW
3.2396
ug/L
Chlorides
Aquatic Life
NC
230
FW
mg/L
Chlorinated Phenolic Compounds
water Supply
NC
1
A
ug/L
Total Phenolic Compounds
Aquatic Life
NC
300
A
ug/L
Chromium III
Aquatic Life
NC
117.7325
FW
905.0818
ug/L
Chromium VI
Aquatic Life
NC
11
FW
16
pg/L
Chromium, Total
Aquatic Life
NC
N/A
FW
N/A
pg/L
Copper
Aquatic Life
NC
7.8806
FW
10.4720
ug/L
Cyanide
Aquatic Life
NC
5
FW
22
10
ug/L
Fluoride
Aquatic Life
NC
1,800
FW
ug/L
Lead
Aquatic Life
NC
2.9416
FW
75.4871
ug/L
Mercury
Aquatic Life
NC
12
FW
0.5
ng/L
Molybdenum
Human Health
NC
2000
HH
ug/L
Nickel
Aquatic Life
NC
37.2313
FW
335.2087
pg/L
Nickel
Water Supply
NC
25.0000
WS
N/A
pg/L
Selenium
Aquatic Life
NC
5
FW
56
ug/L
Silver
Aquatic Life
NC
0.06
FW
0.2964
ug/L
Zinc
Aquatic Life
NC
126.7335
FW
125.7052
ug/L
NCO061719 FW RPA 2019, input
11/18/2019

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46
47
48
49
50
51
52
53
54
55
56
57
58
Use "PA STE SPECIAL
Effluent Hardness Values" then "COPY"
. Maximum data
points = 58
Date Data BDL=1/2DL Results
25 25 Std Dev. N/A
Mean 25.0000
C.V. 0.0000
n 1
10th Per value 25.00 mg/L
Average Value 25.00 mg/L
Max. Value 25.00 mg/L
1
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56
57
58
REASONABLE POTENTIAL ANALYSIS
Use "PASTE SPECIAL
Upstream Hardness Values"then"COPY"
. Maximum data
points = 58
Date Data BDL=1/2DL Results
25 25 Std Dev. N/A
Mean
25.0000
C.V.
0.0000
n
1
10th Per value
25.00 mg/L
Average Value
25.00 mg/L
Max. Value
25.00 mg/L
2-
NCO061719 FVV RPA 2019, data
11/18/2019

REASONABLE POTENTIAL ANALYSIS
1ar05
Chlorides
Use "PASTE SPECIAL-
Values' then
Maximum data points =
58
Pall
Copper
Use "PASTE SPECIAL
Values"then"COPY"
. Maximum data
points = 58
Par13
Date Data
BDL=1/2DL
Results
Date
Data
BDL=1/2DL
Results
1 2/28/2015 39
39
Std Dev.
19.3721
1
2/3/2015
3.15
3.15
Std Dev.
3.8439
1
2 5/31/2015 55
55
Mean
52.2
2
5/6/2015
8.89
8.89
Mean
5.3076
2
3 3/31/2015 110
110
C.V.
0.3713
3
8/4/2015
5.8
5.8
C.V.
0.7242
3
4 9/30/2015 29
29
n
17
4
11/10/2015
14.2
14.2
n
17
4
5 1/31/2016 56
56
5
8/2/2016
2.97
2.97
5
6 1/31/2016 46
46
MultFactor=
1.3
6
11/2/2016
3.29
3.29
MultFactor=
1.53
6
7 6/30/2017 45
45
Max. Value
110.0 mg/L
7
2/7/2017
6
6
Max. Value
14.60 ug/L
7
8 1/31/2017 40
40
Max. Fred Cw
139.7 mg/L
8
5/2/2017
5.66
5.66
Max. Fred Cw
22.34 ug/L
8
9 7/31/2017 81
81
9
8/8/2017
1.83
1.83
9
10 6/30/2017 65
65
10
11/7/2017
4.87
4.87
10
11 5/31/2018 40
40
11
2/6/2018
14.6
14.6
11
12 7/31/2018 44
44
12
5/8/2018
2.66
2.66
12
13 6/30/2018 53
53
13
8/7/2018
3.07
3.07
13
14 5/31/2018 43
43
14
11/6/2018
1.97
1.97
14
15 4/30/2019 34
34
15
2/5/2019
3.64
3.64
15
16 6/30/2019 48
48
16
5/7/2019
3.35
3.35
16
17 5/31/2019 59
59
17
8/6/2019
4.28
4.28
17
18
18
18
19
19
19
20
20
20
21
21
21
22
22
22
23
23
23
24
24
24
25
25
25
26
26
26
27
27
27
28
28
28
29
29
29
30
30
30
31
31
31
32
32
32
33
33
33
34
34
34
35
35
35
36
36
36
37
37
37
38
38
38
39
39
39
40
40
40
41
41
41
42
42
42
43
43
43
44
44
44
45
45
45
46
46
46
47
47
47
48
48
48
49
49
49
50
50
50
51
51
51
52
52
52
53
53
53
54
54
54
55
55
55
56
56
56
57
57
57
58
58
58
Use "PAS TESPECIAL
Fluoride
Values"thenOPY"
I
. Maximum d"Cata
points = 58
Date
Data
BDL=1/2DL
Results
2/3/2015
220
220
Std Dev.
95.8438
5/6/2015
310
310
Mean
358.8235
8/4/2015
410
410
C.V.
0.2671
11/10/2015
260
260
n
17
8/2/2016
410
410
11/2/2016
310
310
MultFactor=
1.19
2/7/2017
410
410
Max. Value
520.0 ug/L
5/2/2017
400
400
Max. Pred Cw
618.8 ug/L
8/8/2017
520
520
11/7/2017
500
500
2/6/2018
420
420
5/8/2018
380
380
8/7/2018
360
360
11/6/2018
280
280
2/5/2019
250
250
5/7/2019
200
200
8/6/2019
460
460
NCO061719 FW RPA 2019, data
3- 11/18/2019

1ar14
Lead
Use "PASTE SPECIAL
Values" then "COPY"
. Maximum data
points = 58
Par21
Date
BDL=1/2DL
Results
1 2/3/2015 < 2.1
1.05
Std Dev.
0.6785
1
2 5/6/2015 < 3.1
1.55
Mean
1.6612
2
3 8/4/2015 < 3.1
1.55
C.V.
0.4085
3
4 11/10/2015 < 3.1
1.55
n
17
4
5 8/2/2016 < 3.1
1.55
5
6 11/2/2016 < 2.5
1.25
MultFactor=
1.29
6
7 2/7/2017 < 3.1
1.55
Max. Value
4.240 ug/L
7
8 5/2/2017 < 3.1
1.55
Max. Fred Cw
5.470 ug/L
8
9 8/8/2017 < 3.1
1.55
9
10 11/7/2017 < 3.1
1.55
10
11 2/6/2018 < 3.1
1.55
11
12 5/8/2018 < 3.1
1.55
12
13 8/7/2018 < 3.1
1.55
13
14 11/6/2018 < 3.1
1.55
14
15 2/5/2019 4.24
4.24
15
16 5/7/2019 < 3.1
1.55
16
17 8/6/2019 < 3.1
1.55
17
18
18
19
19
20
20
21
21
22
22
23
23
24
24
25
25
26
26
27
27
28
28
29
29
30
30
31
31
32
32
33
33
34
34
35
35
36
36
37
37
38
38
39
39
40
40
41
41
42
42
43
43
44
44
45
45
46
46
47
47
48
48
49
49
50
50
51
51
52
52
53
53
54
54
55
55
56
56
57
57
58
58
REASONABLE POTENTIAL ANALYSIS
Zinc
Date
Data
BDL=1/2DL
2/3/2015
24.9
24.9
5/6/2015
45.2
45.2
8/4/2015
48.8
48.8
11/10/2015
51.7
51.7
8/2/2016
41.5
41.5
11/2/2016
32.4
32.4
2/7/2017
19.3
19.3
5/2/2017
17.9
17.9
8/8/2017
33.7
33.7
11/7/2017
38.6
38.6
2/6/2018
29.4
29.4
5/8/2018
21.2
21.2
8/7/2018
34.6
34.6
11/6/2018
23.2
23.2
2/5/2019
16.1
16.1
5/7/2019
21.3
21.3
8/6/2019
43.2
43.2
Use "PASTE SPECIAL
Values" then "COPY"
. Maximum data
points = 58
Results
Std Dev.
11.4352
Mean
31.9412
C.V.
0.3580
n
17
Mult Factor = 1.26
Max. Value 51.7 ug/L
Max. Pred Cw 65.1 ug/L
4-
NCO061719 FW RPA 2019, data
11/18/2019

Woodlake Country Club WWTP
NCO061719 Freshwater RPA - 95% Probability/95% Confidence Using Metal Translators
MAXIMUM DATA POINTS = 58
Qw (MGD) =
0.2037
WWTP/WTP Class:
WW-2
1Q10S (cfs) =
13.23
IWC% @ 1Q10S =
2.330628915
7Q10S (cfs) =
16.00
1WC% @ 7Q10S =
1.934946101
7Q10W (cfs) =
37.00
IWC% @ 7Q10W =
0.846024598
30Q2 (cfs) =
38.00
1WC% @ 30Q2 =
0.823944234
Avg. Stream Flow, QA (cfs) =
115.00
IW%C @ QA =
0.273770181
Receiving Stream:
Crane Creek (Crains Creek) (Lake Surf) HUC 030300040 Stream Class:
WS-III
Outfall 001
Qw = 0.20367742 MGD
COMBINED HARDNESS (me/L)
Acute = 25 mg/L
Chronic = 25 mg/L
YOU HAVE DESIGNATED THIS RECEIVING
STREAM AS WATER SUPPLY
Effluent Hard: 0 value > 100 mg/L
Effluent Hard Avg = 25 mg/L
PARAMETER
NC STANDARDS OR EPA CRITERIA
U)
REASONABLE POTENTIAL RESULTS
RECOMMENDED ACTION
TYPE
J
a
D
Applied
Chronic Acute
n # Det. Max Pred Cw Allowable Cw
Standa
Acute: NO WQS
Chlorides
NC
230 FW(7Q10s)
mg/L
17 17
139.7
_ _ _ _ _ _ _ _ _ _ _
Chronic: 11,886.E
_ _ _ _ _ _ _ _ _ _ _ _ _ _
No RP, Predicted Max < 50% of Allowable Cw - No
No value > Allowable Cw
Monitoring required
Acute: 449.32
No RP, Predicted Max < 50% of Allowable Cw - No
Copper
NC
7.8806 FW(7Q10s) 10.4720
ug/L
17 17
22.34
Monitoring required
-----------------------------
Chronic: 407.28
No RP, Predicted Max < 50% of Allowable Cw - No
No value > Allowable Cw
Monitoring required
Acute: NO WQS
Fluoride
NC
1800 FW(7Q10s)
ug/L
17 17
618.8
_ _ _ _ _ _ _ _ _ _ _
Chronic: 93,025.8
_ _ _ _ _ _ _ _ _ _ _ _ _ _
No RP, Predicted Max < 50% of Allowable Cw - No
No value > Allowable Cw
Monitoring required
Acute: 3,238.916
No RP, Predicted Max < 50% of Allowable Cw - No
Lead
NC
2.9416 FW(7Q10s) 75.4871
ug/L
17 1
5.470
Monitoring required
-----------------------------
Chronic: 152.026
No RP, Predicted Max < 50% of Allowable Cw - No
No value > Allowable Cw
Monitoring required
Acute: 5,393.6 No RP, Predicted Max < 50% of Allowable Cw - No
Zinc NC 126.7335 FW(7Q10s) 125.7052 ug/L 17 17
65.1
Monitoring required
---------------------------------------------
Chronic: 6,549.7 No RP, Predicted Max < 50% of Allowable Cw - No
No value > Allowable Cw Monitoring required
NCO061719 FW RPA 2019, rpa
Page 5 of 50 11/18/2019

Whole Effluent Toxicity Testing and Self Monitoring Summary
Woodfin Sanitary WTP
NCO083178/001 County:
Buncombe
Region:
ARO
Basin:
FRB02
Ceri7dPF Begin: 7/1/2016
chrMonit: 8%-Annu
NonComp: Single
7Q10:
0.61
PF: .0337 IWC:
8.0 Freq: A
J
F M
A
M
J
J
A
S
O
2015 Pass
- -
Pass
-
-
Pass
-
-
Pass
2016 Pass
- -
Pass
-
-
-
-
-
H
2017 H
- -
-
-
-
Pass
-
-
-
2018 H
- -
-
Pass
-
-
-
-
-
2019 -
- -
-
Pass
-
-
-
-
-
Woodlake Yacht Club (Aqua)
NCO061719/001 County:
Moore
Region:
FRO
Basin:
CPF14
Feb May Aug Nov
Fthd24PF Begin: 8/1/2016
Ac P/F Monit: 90% Ft
NonComp:
7Q10:
16
PF: 0.5
IWC:
8.82 Freq: Q
J
F M
A
M
J
J
A
S
O
2015 -
Pass -
-
Pass
-
-
Invalid Pass
-
-
2016 -
Pass -
-
Pass
-
-
Pass
-
-
2017 -
Pass -
-
Pass
-
-
Pass
-
-
2018 -
Pass -
-
Pass
-
-
Pass
-
-
2019 -
Pass -
-
Pass
-
-
Pass
-
-
Worsley Co./Dixie Boy Truck/003
NCO065307/003 County:
New Hanover
Region:
WIRO
Basin:
CPF17
Jan Apr Jul Oct
Fthd24PF Begin: 8/1/2014
Ac P/F Monit: 90% Ft
NonComp:
7Q10:
26.3
PF: -
IWC:
NA Freq: Q
J
F M
A
M
J
J
A
S
O
2015 Pass
- -
Fail
-
-
Pass
-
-
Fail
2016 Pass
- -
Fail
-
-
Pass
-
-
Pass
2017 Fail
- -
Fail
-
-
Fail
-
-
Pass
2018 Fail
- -
Fail
-
-
Pass
-
-
Pass
2019 Fail
- -
Pass
-
-
Fail
-
-
-
WSACC-Mt. Pleasant WTP
NCO044717/001 County:
Cabarrus
Region:
MRO
Basin:
YAD12
Jan Apr Jul Oct
Ceri7dPF Begin: 6/1/2009
Chr Monit: 90%- No
NonComp:
7Q10:
PF: 0.03 IWC:
Freq: x/Q
J
F M
A
M
J
J
A
S
O
2015 H
- -
H
-
-
-
-
-
H
2016 H
- -
H
-
-
H
-
-
H
2017 H
- -
H
-
-
H
-
-
H
2018 H
- -
H
-
-
H
-
-
H
2019 H
- -
H
-
-
-
-
-
-
Yadkin Valley Sewer Auth WWTP (Elkin)
NCO020567/001 County:
Slurry
Region:
WSRO
Basin:
YAD02
Mar Jun Sep Dec
Ceri7dPF Begin: 9/1/2014
chrlim:0.87%
NonComp: Single
7Q10:
317.0
PF: 1.8
IWC:
0.87 Freq: Q
J
F M
A
M
J
J
A
S
O
2015 -
- Pass
-
-
Pass
-
-
Pass
-
2016 -
- Pass
-
-
Pass
-
-
Pass
-
2017 -
- Pass
-
-
Pass
-
-
Pass >3.48(P)
-
2018 -
- Pass >3.48(P)
-
-
>3.48(P) Pass
-
-
Pass
-
2019 -
- Pass
-
-
Pass
-
-
-
-
SOC JOC:
N
C
SOC JOC:
N D
Pass
Pass
Pass
Pass
SOC JOC:
N D
SOC JOC: waiver
N D
SOC JOC:
N D
Pass
Pass
- >3.48(P) Pass
Pass
Leeend: P= Fathead minnow (Pimohales oromelas). H=No Flow (facility is active). s = Solit test between Certified Labs Page 123 of 124

MONITORING REPORT(MR) VIOLATIONS for:
Permit: nc0061719 MRS Between 10 - 2014 and 10 - 2019 Region: %
Facility Name: % Param Name % County: %
Major Minor: %
Report Date: 10/09/19 Page: 1 of 11
Violation Category% Program Category:
Subbasin:% Violation Action: %
PERMIT: NCO061719
FACILITY: Aqua North Carolina Inc - Woodlake Country Club
WWTP
COUNTY: Moore
REGION: Fayetteville
Limit Violation
MONITORING
VIOLATION
UNIT OF
CALCULATED
%
REPORT
OUTFALL
LOCATION
PARAMETER
DATE
FREQUENCY
MEASURE
LIMIT
VALUE
Over
VIOLATION TYPE
VIOLATION ACTION
02 -2015
001
Effluent
BOD, 5-Day (20 Deg. C) -
02/10/15
Weekly
mg/I
45
47
4.4
Daily Maximum
Proceed to NOD
Concentration
Exceeded
12 -2014
001
Effluent
Chlorine, Total Residual
12/23/14
3 X week
ug/I
28
36
28.6
Daily Maximum
No Action, BPJ
Exceeded
03 -2015
001
Effluent
Chlorine, Total Residual
03/09/15
3 X week
ug/I
28
36
28.6
Daily Maximum
No Action, BPJ
Exceeded
08 -2015
001
Effluent
Chlorine, Total Residual
08/25/15
3 X week
ug/I
28
29
3.6
Daily Maximum
No Action, BPJ
Exceeded
08 - 2015
001
Effluent
Chlorine, Total Residual
08/26/15
3 X week
ug/I
28
29
3.6
Daily Maximum
No Action, BPJ
Exceeded
12 _ 2015
001
Effluent
Chlorine, Total Residual
12/01/15
3 X week
ug/I
28
35
25
Daily Maximum
No Action, BPJ
Exceeded
12 - 2015
001
Effluent
Chlorine, Total Residual
12/02/15
3 X week
ug/I
28
37
32.1
Daily Maximum
No Action, BPJ
Exceeded
01 - 2016
001
Effluent
Chlorine, Total Residual
01/19/16
3 X week
ug/I
28
35
25
Daily Maximum
No Action, BPJ
Exceeded
05 - 2016
001
Effluent
Chlorine, Total Residual
05/25/16
3 X week
ug/I
28
42
50
Daily Maximum
No Action, BPJ
Exceeded
06 - 2016
001
Effluent
Chlorine, Total Residual
06/02/16
3 X week
ug/I
28
32
14.3
Daily Maximum
No Action, BPJ
Exceeded
06 - 2016
001
Effluent
Chlorine, Total Residual
06/28/16
3 X week
ug/I
28
34
21.4
Daily Maximum
No Action, BPJ
Exceeded
08 - 2016
001
Effluent
Chlorine, Total Residual
08/16/16
3 X week
ug/I
28
35
25
Daily Maximum
No Action, BPJ
Exceeded
08 - 2016
001
Effluent
Chlorine, Total Residual
08/17/16
3 X week
ug/I
28
40
42.9
Daily Maximum
No Action, BPJ
Exceeded
08 - 2016
001
Effluent
Chlorine, Total Residual
08/18/16
3 X week
ug/I
28
45
60.7
Daily Maximum
No Action, BPJ
Exceeded
08 - 2016
001
Effluent
Chlorine, Total Residual
08/31/16
3 X week
ug/I
28
40
42.9
Daily Maximum
No Action, BPJ
Exceeded

MONITORING REPORT(MR) VIOLATIONS for:
Permit: nc0061719 MRS Between 10 - 2014 and 10 - 2019 Region: %
Facility Name: % Param Name % County: %
Major Minor: %
Report Date: 10/09/19 Page: 2 of 11
Violation Category:% Program Category: %
Subbasin:% Iq
Violation Action:
PERMIT: NCO061719
FACILITY:
Aqua North Carolina Inc - Woodlake Country Club
WWTP
COUNTY: Moore
REGION: Fayetteville
Limit Violation
MONITORING
VIOLATION
UNIT OF
CALCULATED
%
REPORT
OUTFALL
LOCATION
PARAMETER
DATE
FREQUENCY
MEASURE
LIMIT
VALUE
Over
VIOLATION TYPE
VIOLATION ACTION
09 -2016
001
Effluent
Chlorine, Total Residual
09/01/16
3 X week
ug/I
28
42
50
Daily Maximum
No Action, BPJ
Exceeded
09 - 2016
001
Effluent
Chlorine, Total Residual
09/13/16
3 X week
ug/I
28
41
46.4
Daily Maximum
No Action, BPJ
Exceeded
09 - 2016
001
Effluent
Chlorine, Total Residual
09/14/16
3 X week
ug/I
28
35
25
Daily Maximum
No Action, BPJ
Exceeded
11 - 2016
001
Effluent
Chlorine, Total Residual
11/08/16
3 X week
ug/I
28
45
60.7
Daily Maximum
No Action, BPJ
Exceeded
11 - 2016
001
Effluent
Chlorine, Total Residual
11/09/16
3 X week
ug/I
28
49
75
Daily Maximum
No Action, BPJ
Exceeded
11 - 2016
001
Effluent
Chlorine, Total Residual
11/10/16
3 X week
ug/I
28
46
64.3
Daily Maximum
No Action, BPJ
Exceeded
11 - 2016
001
Effluent
Chlorine, Total Residual
11/15/16
3 X week
ug/I
28
40
42.9
Daily Maximum
No Action, BPJ
Exceeded
11 - 2016
001
Effluent
Chlorine, Total Residual
11/16/16
3 X week
ug/I
28
46
64.3
Daily Maximum
No Action, BPJ
Exceeded
11 _ 2016
001
Effluent
Chlorine, Total Residual
11/17/16
3 X week
ug/I
28
35
25
Daily Maximum
No Action, BPJ
Exceeded
11 _ 2016
001
Effluent
Chlorine, Total Residual
11/21/16
3 X week
ug/I
28
40
42.9
Daily Maximum
No Action, BPJ
Exceeded
11 _ 2016
001
Effluent
Chlorine, Total Residual
11/22/16
3 X week
ug/I
28
45
60.7
Daily Maximum
No Action, BPJ
Exceeded
11 - 2016
001
Effluent
Chlorine, Total Residual
11/23/16
3 X week
ug/I
28
35
25
Daily Maximum
No Action, BPJ
Exceeded
12 - 2016
001
Effluent
Chlorine, Total Residual
12/01/16
3 X week
ug/I
28
37
32.1
Daily Maximum
No Action, BPJ
Exceeded
12 - 2016
001
Effluent
Chlorine, Total Residual
12/06/16
3 X week
ug/I
28
45
60.7
Daily Maximum
No Action, BPJ
Exceeded
12 - 2016
001
Effluent
Chlorine, Total Residual
12/08/16
3 X week
ug/I
28
30
7.1
Daily Maximum
No Action, BPJ
Exceeded
12 - 2016
001
Effluent
Chlorine, Total Residual
12/13/16
3 X week
ug/I
28
36
28.6
Daily Maximum
No Action, BPJ
Exceeded

MONITORING REPORT(MR) VIOLATIONS for:
Permit: nc0061719 MRS Between 10 - 2014 and 10 - 2019 Region: %
Facility Name: % Param Name % County: %
Major Minor: %
Report Date: 10/09/19 Page: 3 of 11
Violation Category:% Program Category: %
Subbasin:% Iq
Violation Action:
PERMIT: NCO061719
FACILITY:
Aqua North Carolina Inc - Woodlake Country Club
WWTP
COUNTY: Moore
REGION: Fayetteville
Limit Violation
MONITORING
VIOLATION
UNIT OF
CALCULATED
%
REPORT
OUTFALL
LOCATION
PARAMETER
DATE
FREQUENCY
MEASURE
LIMIT
VALUE
Over
VIOLATION TYPE
VIOLATION ACTION
12 -2016
001
Effluent
Chlorine, Total Residual
12/20/16
3 X week
ug/I
28
45
60.7
Daily Maximum
No Action, BPJ
Exceeded
12 -2016
001
Effluent
Chlorine, Total Residual
12/22/16
3 X week
ug/I
28
36
28.6
Daily Maximum
No Action, BPJ
Exceeded
12 _ 2016
001
Effluent
Chlorine, Total Residual
12/28/16
3 X week
ug/I
28
36
28.6
Daily Maximum
No Action, BPJ
Exceeded
01 - 2017
001
Effluent
Chlorine, Total Residual
01/25/17
3 X week
ug/I
28
43
53.6
Daily Maximum
No Action, BPJ
Exceeded
01 - 2017
001
Effluent
Chlorine, Total Residual
01/26/17
3 X week
ug/I
28
44
57.1
Daily Maximum
No Action, BPJ
Exceeded
02 - 2017
001
Effluent
Chlorine, Total Residual
02/02/17
3 X week
ug/I
28
48
71.4
Daily Maximum
No Action, BPJ
Exceeded
02 - 2017
001
Effluent
Chlorine, Total Residual
02/07/17
3 X week
ug/I
28
45
60.7
Daily Maximum
No Action, BPJ
Exceeded
02 - 2017
001
Effluent
Chlorine, Total Residual
02/08/17
3 X week
ug/I
28
34
21.4
Daily Maximum
No Action, BPJ
Exceeded
02 _ 2017
001
Effluent
Chlorine, Total Residual
02/09/17
3 X week
ug/I
28
43
53.6
Daily Maximum
No Action, BPJ
Exceeded
02 _ 2017
001
Effluent
Chlorine, Total Residual
02/14/17
3 X week
ug/I
28
35
25
Daily Maximum
No Action, BPJ
Exceeded
02 _ 2017
001
Effluent
Chlorine, Total Residual
02/15/17
3 X week
ug/I
28
38
35.7
Daily Maximum
No Action, BPJ
Exceeded
02 -2017
001
Effluent
Chlorine, Total Residual
02/16/17
3 X week
ug/I
28
45
60.7
Daily Maximum
No Action, BPJ
Exceeded
02 -2017
001
Effluent
Chlorine, Total Residual
02/21/17
3 X week
ug/I
28
33
17.9
Daily Maximum
No Action, BPJ
Exceeded
02 -2017
001
Effluent
Chlorine, Total Residual
02/22/17
3 X week
ug/I
28
40
42.9
Daily Maximum
No Action, BPJ
Exceeded
03 -2017
001
Effluent
Chlorine, Total Residual
03/01/17
3 X week
ug/I
28
35
25
Daily Maximum
No Action, BPJ
Exceeded
03 -2017
001
Effluent
Chlorine, Total Residual
03/02/17
3 X week
ug/I
28
30
7.1
Daily Maximum
No Action, BPJ
Exceeded

MONITORING REPORT(MR) VIOLATIONS for:
Permit: nc0061719 MRS Between 10 - 2014 and 10 - 2019 Region: %
Facility Name: % Param Name % County: %
Major Minor: %
Report Date: 10/09/19 Page: 4 of 11
Violation Category:% Program Category: %
Subbasin:% Iq
Violation Action:
PERMIT: NCO061719
FACILITY:
Aqua North Carolina Inc - Woodlake Country Club
WWTP
COUNTY: Moore
REGION: Fayetteville
Limit Violation
MONITORING
VIOLATION
UNIT OF
CALCULATED
%
REPORT
OUTFALL
LOCATION
PARAMETER
DATE
FREQUENCY
MEASURE
LIMIT
VALUE
Over
VIOLATION TYPE
VIOLATION ACTION
03 -2017
001
Effluent
Chlorine, Total Residual
03/08/17
3 X week
ug/I
28
40
42.9
Daily Maximum
No Action, BPJ
Exceeded
03 -2017
001
Effluent
Chlorine, Total Residual
03/09/17
3 X week
ug/I
28
35
25
Daily Maximum
No Action, BPJ
Exceeded
03 -2017
001
Effluent
Chlorine, Total Residual
03/14/17
3 X week
ug/I
28
40
42.9
Daily Maximum
No Action, BPJ
Exceeded
03 -2017
001
Effluent
Chlorine, Total Residual
03/21/17
3 X week
ug/I
28
35
25
Daily Maximum
No Action, BPJ
Exceeded
03 -2017
001
Effluent
Chlorine, Total Residual
03/22/17
3 X week
ug/I
28
30
7.1
Daily Maximum
No Action, BPJ
Exceeded
10 -2017
001
Effluent
Chlorine, Total Residual
10/19/17
3 X week
ug/I
28
36
28.6
Daily Maximum
No Action, BPJ
Exceeded
11 - 2017
001
Effluent
Chlorine, Total Residual
11/07/17
3 X week
ug/I
28
36
28.6
Daily Maximum
No Action, BPJ
Exceeded
11 - 2017
001
Effluent
Chlorine, Total Residual
11/20/17
3 X week
ug/I
28
29
3.6
Daily Maximum
No Action, BPJ
Exceeded
12 -2017
001
Effluent
Chlorine, Total Residual
12/28/17
3 X week
ug/I
28
45
60.7
Daily Maximum
No Action, BPJ
Exceeded
01 -2018
001
Effluent
Chlorine, Total Residual
01/25/18
3 X week
ug/I
28
36
28.6
Daily Maximum
No Action, BPJ
Exceeded
03 - 2018
001
Effluent
Chlorine, Total Residual
03/06/18
3 X week
ug/I
28
43
53.6
Daily Maximum
No Action, BPJ
Exceeded
03 -2018
001
Effluent
Chlorine, Total Residual
03/27/18
3 X week
ug/I
28
32
14.3
Daily Maximum
No Action, BPJ
Exceeded
03 -2018
001
Effluent
Chlorine, Total Residual
03/29/18
3 X week
ug/I
28
35
25
Daily Maximum
No Action, BPJ
Exceeded
04 -2018
001
Effluent
Chlorine, Total Residual
04/03/18
3 X week
ug/I
28
38
35.7
Daily Maximum
No Action, BPJ
Exceeded
05 -2018
001
Effluent
Chlorine, Total Residual
05/17/18
3 X week
ug/I
28
38
35.7
Daily Maximum
No Action, BPJ
Exceeded
08 -2018
001
Effluent
Chlorine, Total Residual
08/08/18
3 X week
ug/I
28
36
28.6
Daily Maximum
No Action, BPJ
Exceeded

MONITORING REPORT(MR) VIOLATIONS for:
Permit: nc0061719 MRS Between 10 - 2014 and 10 - 2019 Region: %
Facility Name: % Param Name % County: %
Major Minor: %
Report Date: 10/09/19 Page: 5 of 11
Violation Category:% Program Category: %
Subbasin:% Iq
Violation Action:
PERMIT: NCO061719
FACILITY:
Aqua North Carolina Inc - Woodlake Country Club
WWTP
COUNTY: Moore
REGION: Fayetteville
Limit Violation
MONITORING
VIOLATION
UNIT OF
CALCULATED
%
REPORT
OUTFALL
LOCATION
PARAMETER
DATE
FREQUENCY
MEASURE
LIMIT
VALUE
Over
VIOLATION TYPE
VIOLATION ACTION
08 -2018
001
Effluent
Chlorine, Total Residual
08/29/18
3 X week
ug/I
28
48
71.4
Daily Maximum
No Action, BPJ
Exceeded
09 -2018
001
Effluent
Chlorine, Total Residual
09/25/18
3 X week
ug/I
28
30
7.1
Daily Maximum
No Action, BPJ
Exceeded
09 - 2018
001
Effluent
Chlorine, Total Residual
09/26/18
3 X week
ug/I
28
36
28.6
Daily Maximum
No Action, BPJ
Exceeded
10 - 2018
001
Effluent
Chlorine, Total Residual
10/10/18
3 X week
ug/I
28
39
39.3
Daily Maximum
No Action, BPJ
Exceeded
12 - 2018
001
Effluent
Chlorine, Total Residual
12/11/18
3 X week
ug/I
28
32
14.3
Daily Maximum
No Action, BPJ
Exceeded
12 - 2018
001
Effluent
Chlorine, Total Residual
12/18/18
3 X week
ug/I
28
45
60.7
Daily Maximum
No Action, BPJ
Exceeded
12 - 2018
001
Effluent
Chlorine, Total Residual
12/19/18
3 X week
ug/I
28
49
75
Daily Maximum
No Action, BPJ
Exceeded
12 - 2018
001
Effluent
Chlorine, Total Residual
12/26/18
3 X week
ug/I
28
40
42.9
Daily Maximum
No Action, BPJ
Exceeded
01 -2019
001
Effluent
Chlorine, Total Residual
01/03/19
3 X week
ug/I
28
39
39.3
Daily Maximum
No Action, BPJ
Exceeded
01 -2019
001
Effluent
Chlorine, Total Residual
01/08/19
3 X week
ug/I
28
31
10.7
Daily Maximum
No Action, BPJ
Exceeded
01 _ 2019
001
Effluent
Chlorine, Total Residual
01/10/19
3 X week
ug/I
28
38
35.7
Daily Maximum
No Action, BPJ
Exceeded
01 - 2019
001
Effluent
Chlorine, Total Residual
01/16/19
3 X week
ug/I
28
45
60.7
Daily Maximum
No Action, BPJ
Exceeded
01 -2019
001
Effluent
Chlorine, Total Residual
01/17/19
3 X week
ug/I
28
31
10.7
Daily Maximum
No Action, BPJ
Exceeded
02 -2019
001
Effluent
Chlorine, Total Residual
02/12/19
3 X week
ug/I
28
30
7.1
Daily Maximum
No Action, BPJ
Exceeded
03 -2019
001
Effluent
Chlorine, Total Residual
03/28/19
3 X week
ug/I
28
35
25
Daily Maximum
No Action, BPJ
Exceeded
04 -2019
001
Effluent
Chlorine, Total Residual
04/02/19
3 X week
ug/I
28
39
39.3
Daily Maximum
No Action, BPJ
Exceeded

MONITORING REPORT(MR) VIOLATIONS for:
Permit: nc0061719 MRS Between 10 - 2014 and 10 - 2019 Region: %
Facility Name: % Param Name % County: %
Major Minor: %
Report Date: 10/09/19 Page: 6 of 11
Violation Category:% Program Category: 0a
Subbasin:% Iq
Violation Action: 0
PERMIT: NCO061719 FACILITY: Aqua North Carolina Inc - Woodlake Country Club COUNTY: Moore REGION: Fayetteville
WWTP
Limit Violation
MONITORING VIOLATION UNIT OF CALCULATED %
REPORT OUTFALL LOCATION PARAMETER DATE FREQUENCY MEASURE LIMIT VALUE Over VIOLATION TYPE VIOLATION ACTION
04 -2019
001
Effluent
Chlorine, Total Residual
04/03/19
3 X week
ug/I
28
33
17.9
Daily Maximum
No Action, BPJ
Exceeded
04 -2019
001
Effluent
Chlorine, Total Residual
04/09/19
3 X week
ug/I
28
33
17.9
Daily Maximum
No Action, BPJ
Exceeded
04 -2019
001
Effluent
Chlorine, Total Residual
04/11/19
3 X week
ug/I
28
49
75
Daily Maximum
No Action, BPJ
Exceeded
04 -2019
001
Effluent
Chlorine, Total Residual
04/16/19
3 X week
ug/I
28
45
60.7
Daily Maximum
No Action, BPJ
Exceeded
04 -2019
001
Effluent
Chlorine, Total Residual
04/24/19
3 X week
ug/I
28
45
60.7
Daily Maximum
No Action, BPJ
Exceeded
04 -2019
001
Effluent
Chlorine, Total Residual
04/30/19
3 X week
ug/I
28
35
25
Daily Maximum
No Action, BPJ
Exceeded
05 - 2019
001
Effluent
Chlorine, Total Residual
05/09/19
3 X week
ug/I
28
36
28.6
Daily Maximum
No Action, BPJ
Exceeded
07 - 2019
001
Effluent
Chlorine, Total Residual
07/10/19
3 X week
ug/I
28
29
3.6
Daily Maximum
No Action, BPJ
Exceeded
03 -2016
001
Effluent
Coliform, Fecal MF, MFC
03/15/16
3 X week
#/100ml
400
2,420
505
Daily Maximum
Proceed to NOV
Broth, 44.5 C
Exceeded
05 -2016
001
Effluent
Coliform, Fecal MF, MFC
05/25/16
3 X week
#/100ml
400
460
15.0
Daily Maximum
Proceed to NOV
Broth, 44.5 C
Exceeded
07 - 2016
001
Effluent
Coliform, Fecal MF, MFC
07/06/16
3 X week
#/100ml
400
410
2.5
Daily Maximum
Proceed to NOV
Broth, 44.5 C
Exceeded
11 -2015
001
Effluent
Solids, Total Suspended -
11/10/15
Weekly
mg/I
45
100
122.2
Daily Maximum
Proceed to NOV
Concentration
Exceeded
11 - 2015
001
Effluent
Solids, Total Suspended -
11/30/15
Weekly
mg/I
30
30.55
1.8
Monthly Average
Proceed to NOV
Concentration
Exceeded
Monitoring Violation
MONITORING
VIOLATION
UNIT OF
CALCULATED
REPORT
OUTFALL
LOCATION
PARAMETER
DATE
FREQUENCY
MEASURE
LIMIT
VALUE
Over
VIOLATION TYPE
VIOLATION ACTION
10 -2014
001
Effluent
BOD, 5-Day (20 Deg. C) -
10/04/14
Weekly
mg/I
Frequency Violation
No Action, BPJ
Concentration

MONITORING REPORT(MR) VIOLATIONS for:
Report Date:
10/09/19 Page:
7 of 11
Permit:
nc0061719
MRS Between 10
- 2014 and 10 - 2019
Region:
%
Violation
Category:%
Program Category:
Facility Name: %
Param Name oho
County:
%
Subbasin: %
Violation Action: %
Major Minor:
%
PERMIT: NCO061719
FACILITY: Aqua North Carolina Inc - Woodlake Country Club
COUNTY: Moore
REGION: Fayetteville
WWTP
Monitoring Violation
MONITORING
VIOLATION
UNIT OF
CALCULATED %
REPORT
OUTFALL
LOCATION
PARAMETER
DATE
FREQUENCY
MEASURE
LIMIT VALUE Over
VIOLATION TYPE
VIOLATION ACTION
10 - 2015
001
Effluent
BOD, 5-Day (20 Deg. C) -
10/03/15
Weekly
mg/I
Frequency Violation
None
Concentration
06 - 2017
001
Effluent
BOD, 5-Day (20 Deg. C) -
06/03/17
Weekly
mg/I
Frequency Violation
None
Concentration
03-2016
001
Effluent
Chloride (as CI)
03/31/16
Quarterly
mg/I
Frequency Violation
None
06 - 2016
001
Effluent
Chloride (as CI)
06/30/16
Quarterly
mg/I
Frequency Violation
None
03-2017
001
Effluent
Chloride (as CI)
03/31/17
Quarterly
mg/I
Frequency Violation
None
06 - 2017
001
Effluent
Chloride (as CI)
06/30/17
Quarterly
mg/I
Frequency Violation
None
10 - 2015
001
Effluent
Chlorine, Total Residual
10/03/15
3 X week
ug/I
Frequency Violation
None
06 - 2016
001
Effluent
Chlorine, Total Residual
06/04/16
3 X week
ug/I
Frequency Violation
None
03 - 2017
001
Effluent
Chlorine, Total Residual
03/04/17
3 X week
ug/I
Frequency Violation
None
06 - 2017
001
Effluent
Chlorine, Total Residual
06/03/17
3 X week
ug/I
Frequency Violation
None
08 - 2019
001
Effluent
Chlorine, Total Residual
08/24/19
3 X week
ug/I
Frequency Violation
None
10 - 2014
001
Effluent
Coliform, Fecal MF, MFC
10/04/14
3 X week
#/100ml
Frequency Violation
No Action, BPJ
Broth, 44.5 C
10 - 2015
001
Effluent
Coliform, Fecal MF, MFC
10/03/15
3 X week
#/100ml
Frequency Violation
None
Broth, 44.5 C
03 - 2017
001
Effluent
Coliform, Fecal MF, MFC
03/04/17
3 X week
#/100ml
Frequency Violation
None
Broth, 44.5 C
06 - 2017
001
Effluent
Coliform, Fecal MF, MFC
06/03/17
3 X week
#/100m1
Frequency Violation
None
Broth, 44.5 C
03-2016
001
Effluent
Conductivity
03/31/16
Quarterly
umhos/cm
Frequency Violation
None
06 - 2016
001
Effluent
Conductivity
06/30/16
Quarterly
umhos/cm
Frequency Violation
None
03-2017
001
Effluent
Conductivity
03/31/17
Quarterly
umhos/cm
Frequency Violation
None

MONITORING REPORT(MR) VIOLATIONS for:
Report Date:
10/09/19 Page:
8 of 11
Permit:
nc0061719
MRS Between 10
- 2014 and 10 - 2019
Region:
%
Violation
Category:%
Program Category:
Facility Name: %
Param Name oho
County:
%
Subbasin: %
Violation Action: %
Major Minor:
%
PERMIT: NCO061719
FACILITY: Aqua North Carolina Inc - Woodlake Country Club
COUNTY: Moore
REGION: Fayetteville
WWTP
Monitoring Violation
MONITORING
VIOLATION
UNIT OF
CALCULATED %
REPORT
OUTFALL
LOCATION
PARAMETER
DATE
FREQUENCY
MEASURE
LIMIT VALUE Over
VIOLATION TYPE
VIOLATION ACTION
06 - 2017
001
Effluent
Conductivity
06/30/17
Quarterly
umhos/cm
Frequency Violation
None
03-2016
001
Effluent
Copper, Total (as Cu)
03/31/16
Quarterly
ug/I
Frequency Violation
None
06 - 2016
001
Effluent
Copper, Total (as Cu)
06/30/16
Quarterly
ug/I
Frequency Violation
None
03-2017
001
Effluent
Copper, Total (as Cu)
03/31/17
Quarterly
ug/I
Frequency Violation
None
06 - 2017
001
Effluent
Copper, Total (as Cu)
06/30/17
Quarterly
ug/I
Frequency Violation
None
10 - 2015
001
Effluent
Flow, in conduit or thru
10/31/15
Continuous
mgd
Frequency Violation
None
treatment plant
03-2016
001
Effluent
Fluoride, Total (as F)
03/31/16
Quarterly
ug/I
Frequency Violation
None
06 - 2016
001
Effluent
Fluoride, Total (as F)
06/30/16
Quarterly
ug/I
Frequency Violation
None
03-2017
001
Effluent
Fluoride, Total (as F)
03/31/17
Quarterly
ug/I
Frequency Violation
None
06 - 2017
001
Effluent
Fluoride, Total (as F)
06/30/17
Quarterly
ug/I
Frequency Violation
None
03-2016
001
Effluent
Iron, Total (as Fe)
03/31/16
Quarterly
ug/I
Frequency Violation
None
06-2016
001
Effluent
Iron, Total (as Fe)
06/30/16
Quarterly
ug/I
Frequency Violation
None
03-2017
001
Effluent
Iron, Total (as Fe)
03/31/17
Quarterly
ug/I
Frequency Violation
None
06-2017
001
Effluent
Iron, Total (as Fe)
06/30/17
Quarterly
ug/I
Frequency Violation
None
03-2016
001
Effluent
Lead, Total (as Pb)
03/31/16
Quarterly
ug/I
Frequency Violation
None
06 - 2016
001
Effluent
Lead, Total (as Pb)
06/30/16
Quarterly
ug/I
Frequency Violation
None
03-2017
001
Effluent
Lead, Total (as Pb)
03/31/17
Quarterly
ug/I
Frequency Violation
None
06 - 2017
001
Effluent
Lead, Total (as Pb)
06/30/17
Quarterly
ug/I
Frequency Violation
None
03-2016
001
Effluent
Manganese, Total (as Mn)
03/31/16
Quarterly
ug/I
Frequency Violation
None

MONITORING REPORT(MR) VIOLATIONS for:
Permit: nc0061719 MRS Between 10 - 2014 and 10 - 2019 Region: %
Facility Name: % Param Name % County: %
Major Minor: %
Report Date: 10/09/19 Page: 9 of 11
Violation Category:% Program Category: %
Subbasin:% Iq
Violation Action:
PERMIT: NCO061719
FACILITY: Aqua North Carolina Inc - Woodlake Country Club
WWTP
COUNTY: Moore REGION: Fayetteville
Monitoring Violation
MONITORING
VIOLATION
UNIT OF
CALCULATED %
REPORT
OUTFALL
LOCATION
PARAMETER
DATE
FREQUENCY
MEASURE
LIMIT VALUE Over VIOLATION TYPE
VIOLATION ACTION
06 -2016
001
Effluent
Manganese, Total (as Mn)
06/30/16
Quarterly
ug/I
Frequency Violation
None
03 -2017
001
Effluent
Manganese, Total (as Mn)
03/31/17
Quarterly
ug/I
Frequency Violation
None
06 - 2017
001
Effluent
Manganese, Total (as Mn)
06/30/17
Quarterly
ug/I
Frequency Violation
None
10 - 2014
001
Effluent
Nitrogen, Ammonia Total (as
10/04/14
Weekly
mg/I
Frequency Violation
No Action, BPJ
N) - Concentration
11 -2014
001
Effluent
Nitrogen, Ammonia Total (as
11/30/14
2 X month
mg/I
Frequency Violation
Proceed to NOD
N) - Concentration
12 - 2014
001
Effluent
Nitrogen, Ammonia Total (as
12/31/14
2 X month
mg/I
Frequency Violation
Proceed to NOD
N) - Concentration
10 - 2015
001
Effluent
Nitrogen, Ammonia Total (as
10/03/15
Weekly
mg/I
Frequency Violation
None
N) - Concentration
06 - 2017
001
Effluent
Nitrogen, Ammonia Total (as
06/03/17
Weekly
mg/I
Frequency Violation
None
N) - Concentration
12 - 2014
001
Effluent
Nitrogen, Total -
12/31/14
Quarterly
mg/I
Frequency Violation
No Action, BPJ
Concentration
03 - 2016
001
Effluent
Nitrogen, Total -
03/31/16
Quarterly
mg/I
Frequency Violation
None
Concentration
06 - 2016
001
Effluent
Nitrogen, Total -
06/30/16
Quarterly
mg/I
Frequency Violation
None
Concentration
03 - 2017
001
Effluent
Nitrogen, Total -
03/31/17
Quarterly
mg/I
Frequency Violation
None
Concentration
06 - 2017
001
Effluent
Nitrogen, Total -
06/30/17
Quarterly
mg/I
Frequency Violation
None
Concentration
03-2016
001
Effluent
Oxygen, Dissolved (DO)
03/31/16
Quarterly
ug/1
Frequency Violation
None
06 - 2016
001
Effluent
Oxygen, Dissolved (DO)
06/30/16
Quarterly
ug/1
Frequency Violation
None
03-2017
001
Effluent
Oxygen, Dissolved (DO)
03/31/17
Quarterly
mg/I
Frequency Violation
None
06 - 2017
001
Effluent
Oxygen, Dissolved (DO)
06/30/17
Quarterly
mg/I
Frequency Violation
None

MONITORING REPORT(MR) VIOLATIONS for:
Permit: nc0061719 MRS Between 10 - 2014 and 10 - 2019 Region: %
Facility Name: % Param Name oho County: %
Major Minor: %
Report Date: 10/09/19 Page: 10 of 11
Violation Category:% Program Category:
Subbasin: % Violation Action: %
PERMIT: NCO061719 FACILITY: Aqua North Carolina Inc - Woodlake Country Club COUNTY: Moore REGION: Fayetteville
WWTP
Monitoring Violation
MONITORING VIOLATION UNIT OF CALCULATED %
REPORT OUTFALL LOCATION PARAMETER DATE FREQUENCY MEASURE LIMIT VALUE Over VIOLATION TYPE VIOLATION ACTION
03 - 2016
001
Effluent
Pass/Fail Static 24hr Acute
03/31/16
Quarterly
pass/fail
Pimephales
06 - 2016
001
Effluent
Pass/Fail Static 24hr Acute
06/30/16
Quarterly
pass/fail
Pimephales
10-2015
001
Effluent
pH
10/03/15
Weekly
su
06-2017
001
Effluent
pH
06/03/17
Weekly
su
12-2014
001
Effluent
Phosphorus, Total (as P)-
12/31/14
Quarterly
mg/I
Concentration
03-2016
001
Effluent
Phosphorus, Total (as P)-
03/31/16
Quarterly
mg/I
Concentration
06 - 2016
001
Effluent
Phosphorus, Total (as P) -
06/30/16
Quarterly
mg/I
Concentration
03-2017
001
Effluent
Phosphorus, Total (as P)-
03/31/17
Quarterly
mg/I
Concentration
06 - 2017
001
Effluent
Phosphorus, Total (as P) -
06/30/17
Quarterly
mg/I
Concentration
03-2016
001
Effluent
Salinity
03/31/16
Quarterly
mg/I
06-2016
001
Effluent
Salinity
06/30/16
Quarterly
mg/I
03-2017
001
Effluent
Salinity
03/31/17
Quarterly
ppth
06-2017
001
Effluent
Salinity
06/30/17
Quarterly
ppth
03-2016
001
Effluent
Solids, Total Dissolved
03/31/16
Quarterly
ug/I
06-2016
001
Effluent
Solids, Total Dissolved
06/30/16
Quarterly
ug/I
03-2017
001
Effluent
Solids, Total Dissolved
03/31/17
Quarterly
ug/I
06-2017
001
Effluent
Solids, Total Dissolved
06/30/17
Quarterly
ug/I
Frequency Violation
None
Frequency Violation
None
Frequency Violation
None
Frequency Violation
None
Frequency Violation
Proceed to NOD
Frequency Violation
None
Frequency Violation
None
Frequency Violation
None
Frequency Violation
None
Frequency Violation
None
Frequency Violation
None
Frequency Violation
None
Frequency Violation
None
Frequency Violation
None
Frequency Violation
None
Frequency Violation
None
Frequency Violation
None

MONITORING REPORT(MR) VIOLATIONS for:
Permit: nc0061719 MRS Between 10 - 2014 and 10 - 2019 Region: %
Facility Name: % Param Name % County: %
Major Minor: %
Report Date: 10/09/19 Page: 11 of 11
Violation Category:% Program Category: %
Subbasin:% Iq
Violation Action:
PERMIT: NCO061719 FACILITY: Aqua North Carolina Inc - Woodlake Country Club COUNTY: Moore REGION: Fayetteville
WWTP
Monitoring Violation
MONITORING VIOLATION UNIT OF CALCULATED %
REPORT OUTFALL LOCATION PARAMETER DATE FREQUENCY MEASURE LIMIT VALUE Over VIOLATION TYPE VIOLATION ACTION
10 -2014
001
Effluent
Solids, Total Suspended -
10/04/14
Weekly
mg/I
Frequency Violation
No Action, BPJ
Concentration
10 -2015
001
Effluent
Solids, Total Suspended -
10/03/15
Weekly
mg/I
Frequency Violation
None
Concentration
06 -2017
001
Effluent
Solids, Total Suspended -
06/03/17
Weekly
mg/I
Frequency Violation
None
Concentration
10 - 2015
001
Effluent
Temperature, Water Deg.
10/03/15
Weekly
deg c
Frequency Violation
None
Centigrade
06 - 2017
001
Effluent
Temperature, Water Deg.
06/03/17
Weekly
deg c
Frequency Violation
None
Centigrade
03-2016
001
Effluent
Turbidity
03/31/16
Quarterly
ntu
Frequency Violation
None
06 - 2016
001
Effluent
Turbidity
06/30/16
Quarterly
ntu
Frequency Violation
None
03-2017
001
Effluent
Turbidity
03/31/17
Quarterly
ntu
Frequency Violation
None
06 -2017
001
Effluent
Turbidity
06/30/17
Quarterly
ntu
Frequency Violation
None
03 -2016
001
Effluent
Zinc, Total (as Zn)
03/31/16
Quarterly
ug/I
Frequency Violation
None
06 -2016
001
Effluent
Zinc, Total (as Zn)
06/30/16
Quarterly
ug/I
Frequency Violation
None
03 -2017
001
Effluent
Zinc, Total (as Zn)
03/31/17
Quarterly
ug/I
Frequency Violation
None
06 -2017
001
Effluent
Zinc, Total (as Zn)
06/30/17
Quarterly
ug/I
Frequency Violation
None
Reporting Violation
MONITORING
VIOLATION
UNIT OF
CALCULATED %
REPORT
OUTFALL
LOCATION
PARAMETER
DATE
FREQUENCY
MEASURE
LIMIT VALUE Over VIOLATION TYPE
VIOLATION ACTION
06-2019 001 07/31/19 Ouffall Missing None
06-2019 001 Effluent Turbidity 06/30/19 Quarterly ntu Sampling Location None
Missing

January 10, 2019
Mr. John Hennessy, Supervisor
Compliance and Expedited Permitting Unit
DWR, NCDEQ
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Woodlake Country Club WWTP; NPDES Permit NCO061719
Moore County
Dear Mr. Hennessy:
RECEIVED/DENR/DWR
JAN 16 2019
Water Resources
Permitting Section
In May 2018, Aqua North Carolina, Inc. (ANC) completed upgrades to the Woodlake Country Club
WWTP. ANC is formally requesting a minor permit modification to update the list of facility components
contained in the permit. The changes requested are listed in bold below. In addition, Ultraviolet Disinfection
(UV) was installed and is operational. Since recent changes to the disinfection rule no longer require that
UV facilities monitor for Total Residual Chlorine (TRC) unless a chlorine derivative is being utilized for
disinfection, we formally request that this requirement to monitor for TRC be made optional.
In addition to the facility upgrades, ANC has reviewed the existing permit and is requesting that monitoring
requirements be updated to reflect existing operations and recent compliance history. Per the permit cover
letter dated July 11, 2011, North Carolina Department of Environment and Natural Resources increased
fecal coliform and TRC monitoring requirements due to a poor compliance history prior to permit issuance.
Since that date, the compliance record at Woodlake has significantly improved and ANC has performed
significant upgrades at the facility. ANC requests that the monitoring requirements be reduced to reflect a
compliant Grade H WWTP and reduce fecal coliform monitoring to Ix/week per the requirement. ANC
further requests that TRC be reduced unless a chlorine derivative is utilized, and the requirement would be
Ix/week. Furthermore, it was noted that ANC is required to monitor for fluoride due to the discharge of
Water Treatment Plant residuals generated at ANC facilities. ANC does not feed fluoride at any water
treatment plants within North Carolina; therefore, we request that this monitoring requirement be removed
to reflect this requirement.
List of facility components that require updating:
- Manual bar screen
- Extended aeration system
- Secondary clarification
- Ultra -violet Disinfection
- Chlorination
- De -chlorination
- Post -aeration
- Aerobic sludge digester
202 MacKenan Court, Cary, NC 27511 • AquaAmerica.com

Page Two
Mr. John Hennessey
January 10, 2019
If there are any questions or concerns with our request, please do not hesitate to contact me at
[e-mail] or 919-653-6965.
Best regards,A�4?-;;�
Amanda Berger
Manager, Environmental Compliance
cc: Shannon Becker, President
Joseph Pearce PE, Director of Operations
Rob Krueger, Central Area Manager
Trent Allen, NC-DEQ, DWR Supervisor
N