WQ0016376_More Information (Received)_20200908

September 8, 2020
Vivien Zhong, P.E.
NCDEQ Division Of Water Resources
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Subject: Response for
Permit No. WQ0016376
S&J Villari Processing Facility - Warsaw
Wastewater Irrigation System
Duplin County
Dear Ms. Zhong,
L�1
CAVANAU G H
Stewardship Through Innovok.
Cavanaugh & Associates, P.A., on behalf of S&J Villari Livestock (Villari), has reviewed your comments
dated August 20, 2020, and has developed responses and additional supporting information to address
each item in your comments. For your convenience, we have repeated the comments below in bold
font, followed by the responses in italicized font.
1. The soils report included only 5 zones: Northwest of Zone 14, Zone 15, 16, 17 and 14. NW Zone 14
does not seem to be permitted right now. For Zone 14 - 17, the areas of each zone in the water
balance sheets are not consistent with what were provided in the submitted soils report. For Zone
17, it was permitted in the Attachment B that the soils series is Bibby, whereas it shows as
Lynchburg in the water balance sheet. Please clarify and provide the soils report that covers all
zones.
As we discussed on the phone Monday 8/10, the discrepancy between Bibby and Lynchburg in
Zone 17 originates from the 2012 soils report. 'New Area 4' in the soils report is the same area
as Zone 17, and the description of 'New Area 4'states that the "area consists of fill material over
an original Lynchburg soil series" and that the 'fill material appears to be from... fine loamy
soils" and 'fine sandy loam and loamy fine sand". While Zone 17 was ultimately permitted to
label the dominant soil series as 'Bibby Sandy Loam'. the 2012 water balance listed 'Lynchburg, -
no matter the designation of the soil series, the 'New Area 4' Ksat value of 0.043 in/hr will apply,
so the numbers used in the water balance are accurate.
Additionally, as we discussed, the values used in the updated water balance use the values from
the 2012 soils report for the corresponding soil series for each zone; for example, Zone 1 is
permitted as Norfolk, so the 2012 soils report Ksat value of 0.075 in/hr for Norfolk was used in
the updated water balance.
Lastly, as we discussed, the 2012 soils report area numbers do not correspond to the Zone
numbers in the permit; i.e., as previously mentioned, 'New Area 4' is the same area as Zone 17.
2. The minimum required storage calculated on Page 29 of the response package was 8,570,580
gallons. However, about only 5.53 million gallons were permitted. Please clarify.
As stated in our DWR response to Erick Saunders dated July 9, 2019:

As was the case for the WWIS permit approved in 2013, the water balance shows a
'Minimum Required Storage' greater than the 5.53 MG existing storage on site (3.65 MG
lagoon and 1.88 MG storage tank totaling to 5.53 MG), however, as was indicated in the
May 17, 2013 DEQ cover letter for that approval, "the fields hydraulic and nutrient
loading limits are the limiting factor for this facility'; so storage expansion was not
considered.
In other words, there were previous discussions with DWR that ultimately led to the 2013
approval based on the understanding that storage was not the issue and that the permit was
limited by how much wastewater the irrigation fields could take. The referenced approval letter
from 2013 has been included with this response.
3. Please provide the reference for the design daily flow (influent) of 99,080 gpd, located on the page
6 of the response package.
The existing permit allows for a monthly average of 100,260 gpd total flow to all irrigation zones,
so the 99,080 gpd is a back -calculation accounting for the gains and losses from precipitation
and evaporation. Related to the answer to Comment #2 regarding storage, the 100,260 gpd was
approved in 2013 based on how much wastewater the irrigation fields could take, Villari does
not consistently utilize the full 100,260 gpd that their permit allows, but due to seasonality and
the varying nature of the food production at the Villari facility, as well as sanitation restrictions
imposed by USDA and NCDA, the flow varies, so it's permitted by the (near) maximum flow that
can be supported by the irrigation fields.
4. Please update the site map to reflect Zones 14W and 14E.
Zones 14W and 14E are labeled on the existing sheet, but they were not as obvious as they could
be, so we've updated the plan sheet and it's attached with this response. Additionally, we
noticed that we had erroneously deleted the "Zone 17" in a previous response, so it's been added
back to the sheet.
Additionally, per the inspection from Helen Perez on August 5, 2020, the size of the chlorine contact
chamber that is directly downstream of the 1.88 MG aboveground storage tank has been labeled on the
plans (the previous version of the plans labeled the tank, but didn't include it's size), and is attached
with this response. It's our understanding that the chlorine contact chamber needs to be added to the
description of the permit.
Also as a result of the inspection, we have added to the plans the proposed pump station and forcemain
that Villari is installing on the northern side of the lagoon. The lagoon currently operates by wastewater
flowing into the lagoon on the north(west) side, and then it's removed from the lagoon using the pumps
on the south(east) side that pumps to the 1.88 MG aboveground storage tank; Villari is adding a pump
station with a single pump on the north side of the lagoon, as well as new piping and valves on the
south(west) side of the lagoon, so that the wastewater flows into the lagoon at the south(west) and
exits the lagoon at the north by the new pump station. They will keep the existing infrastructure in
place as a back-up plan to the new pump station. The pump station calculations are included with this
response, as well as the cut sheets from the pump manufacturer.

Please do not hesitate to contact our office should you have any questions, comments, or require any
additional information.
Regards,
Cavanaugh & Associates, P.A.
Jeff P. Cappadona, P.E.
Attachments
cc: Sam Villari, Owner, S&J Villari Livestock

4*a
rAfts
NCDENR
North Carolina Department of Environment and Natura
Division of Water Quality
Pat McCrory Charles Wakild, P.E.
Governor Director
May 17, 2013
Joseph P. Villari, Owner
The Pork Company
892 Penny Branch Road
Warsaw, North Carolina 28398
Dear Mr. Villari:
Resources
John E. Skvarla, III
Secretary
Subject: Permit No. WQ0016376
S&J Villari Livestock
Processing Facility -Warsaw
Wastewater Irrigation System
Duplin County
In accordance with your permit major modification request received August 28, 2012 and permit
renewal request received May 8, 2013, and subsequent additional information received January 28, April
30 and May 8, 2013 we are forwarding herewith Permit No. WQ0016376 dated May 17, 2013, to the
Pork Company for the continued operation of the subject wastewater treatment and irrigation facilities.
The modifications to the subject permit are as follows:
• Proper abandonment of existing monitoring well #4 in accordance with applicable well
abandonment requirements of 15A NCAC 02C .0111 and relocation of this monitoring
well.
• The installation of monitoring well #9.
• Increasing the capacity of the facilitative lagoon treatment system from 45,000 gallons
per day to 100,260 gallons per day. Please note that the fields hydraulic and nutrient
loading limits are the limiting factor for this facility.
• Reduction of the center pivot acreage from 23.11 acres to 20.56 acres through the
elimination of the end -gun use for certain areas.
• Addition of 3.12 acres of new spray irrigation area.
This permit shall be effective from the date of issuance until April 30, 2018, shall void Permit
No. WQ0016376 issued November 4, 2008 and shall be subject to the conditions and Iimitations as
specified therein. Please pay particular attention to the monitoring requirements listed in Attachments A,
B and C for they may differ from the previous permit issuance. Failure to establish an adequate system
for collecting and maintaining the required operational information shall result in future compliance
problems.
For your convenience, customized electronic copies of your facility's NDMR, and NDAR-1
reporting forms are available for download at: http://portal.ncdenr.or web/wq/aps/tau/repoi-ring.
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 512 N. Salisbury St., Raleigh, North Carolina 27604 One
Phone: [phone] l FAX: [phone] L FAX: [phone] NorthCau olina
Internet: www.ncwaterguality.vn
An Equal OpparluMy 1 Affirmative Aclion Employer Adia'ally

Mr. Villari
May 17, 2013
Page 2 of 2
Please note the following permit conditions are new since the last permit issuance:
• Condition I.1. The Wilmington Regional Office shall approve the location of the
monitoring well prior to installation.
• Condition I.2_ The Permittee shall submit a site map including the new monitoring well.
• Condition L3. The Permittee shall properly abandon monitoring well #4 (MW4).
• Condition II.11. The Permittee shall ensure any landowner who is not the Permittee and
owns land within the compliance boundary shall execute and file with the Duplin County
Register of Deeds an easement.
•. Condition IV.9. A record shall be maintained of all residuals removed from this facility.
• Condition IV.10. A maintenance log shall be maintained at this facility.
• Condition VI.8. The permit is subject, to revocation or unilateral modification upon 60
days notice.
• Condition VI.9. Expansion of the permitted facilities shall not be granted if the Permittee
exemplifies any of the criteria in 15A NCAC 02T .0120(b).
• Acreages and LongitudeslLatitudes were updated on all existing fields.
• The existing Zone CP has been separated in to Zones 14 E (cast) and 14 W (west).
The Division has concerns regarding the quality of the current crops on the irrigation fields. It is
recommended that the Permittee continue to seek recommendations from an agronomist. The Permittee
shall be responsible for ensuring adequate measures are taken to provide the best conditions for suitable
crop growth and nutrient uptake.
If any parts, requirements or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall be in the form of a written petition, conforming to Chapter ISOB of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail
Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this permit, please contact Alice M. Wessner at [phone] or
[e-mail].
Sincerely,
Charles Wakild, P.E.
cc: Duplin County Health Department
Wilmington Regional Office, Aquifer Protection Section
William G. Simmons, Jr. P.E., 1904 Eastwood Road, Suite 205, Wilmington, NC, 28403
Beth Buffington, Aquifer Protection Section
Permit File WQ0016376
Notebook File WQ0016376

CAVANAUGH
Pump System Design Spreadsheet - C = 120
Project: S&J Villari Processing Facility- Warsaw Location: Duplin County, NC Design By: JPC
Project No: 41.10.007 Client: S & J Villari Livestock Checked By: WGS
Date: 2020-9-8
Description: Lagoon Pump
System Requirements
System
Pipe 1
Length of Pipe 343
Pipe Diameter 4
Elevation Difference 25.00
Pipe Area 0.087
C 120
Velocity At Selected Flow (ft/sec) 6.13
Duty Points:
Pi e 2 in Pi e 3
R R Daily Flow Rate = 100,260
Design Period = 24
gpm gpm Average Flow = 70
(additional Row) (additional Row) Peaking Factor = 1.00
Peak Flow = 70
Nozzle Head = 0.00
Pressure Head = 0.00
Duty Points: �pm @ 44 ft, 6.1 ftlsec -
gpd
hrs
gpm
BASIS OF DESIGN
gpm
R
Pump Chosen:
R
EBARA
EFQT3, 1,470 RPM
Step: -
Manufacturer's
System Curve
Pump Curve Data
Flow Rate Flow Rate
Velocity
Elevation Head
Friction Head Friction Head Friction
Pipe 1 Pipe 2
Head Velocity Head
Pipe 3 I(Not Submerged) FittingNalve
Head
Nozzle Head
Pressure Head
TDH
TDH
(GPM) R3/sec
0
fUsec
ft
R
(R)
0.0
(R)
0.0
R
ft
ft
ft
25 0.1
�.1
0.6
25.00
0.2
0.0
0.0
0.0
0.1
0.0
0.0
0.0
25.3
26.0
75 0.2
- 0.2
1.9
2.6
25.00
1.8
3.0
0.1
.1
0.3
0.5
0.0
0.0
0.0
0.0
27.1
28.6
54
52
125 0.3
- 0.3
3.2
3.8
25.00
4.6
6.4
0.2
.2
0.8
1.1
0.0
0.0
0.0
0.0
30.5
32.7
49
48
175 0.4
2� 0.4
4.5
5.1
25.00
8.5
10.9
0.3
0.4
1.5
2.0
0.0
0.0
0.0
0.0
35.3
38.3
47
46
225 0.5
250 _.6
5.7
6.4
25.00
13.5
16.5
- 0.5
- 0.6
2.5
3.1
0.0
0.0
0.0
0.0
41.5
45.1
44
43
275 0.6
300 EMW
325 0.7
7.0
7.7
8.3
25.00
'
25.00
19.6
23.-
26.7
- 0.8
- 0.9
1.1
3.7
4.4
5.2
0.0
0.0
0.0
0.0
0.0
0.0
49.1
53.4
58.0
41
40
38
350 0.8
375 0.8
400 0.9
8.9
9.6
10.2
25.00
3
34.8
39.�
1.2
1.4
1.6
6.0
6.9
7.8
0.0
0.0
0.0
0.0
0.0
0.0
62.9
68.1
73.7
1 35
33
32
425 0.9
450 y.0
10.9
11.5
25.00
43.9
48.8
1.8
2.0
8.8
9.9
0.0
0.0
0.0
0.0
79.6
85.8
30
475 1.1
500 "
12.1
12.8
25.00
53.9
59.3 -
2.3
- 2.5
11.1
12.2
0.0
0.0
0.0
0.0
92.3
99.1
1
525 1.2
550 - 1.2
13.4
14.0
25.00
i
64.9
70.7 -
2.8
- 3.1
13.5
14.8
0.0
0.0
0.0
0.0
106.2
113.6
575 1.3
600 - 1.3
14.7
15.3
25.00
76.8
83.1 - -
- 3.3
- 3.6
16.2
17.6
0.0
0.0
0.0
0.0
121.4
129.4
625 1.4
650 1.4
16.0
16.6
25.00
89.6 -
96.4 -
- 4.0
- 4.3
19.1
20.7
0.0
0.0
0.0
0.0
137.7
146.3
1
675 1.5
700 -1.6
17.2
17.9
25.00
103.3 -
110.5 -
- 4.6
- 5.0
22.3
24.0
0.0
0.0
0.0
0.0
155.3
164.5
725 1.6
750 -1.7
775 1.7
18.5
19.1
19.8
25.00
i
25.00
117.9 -
125.6 -
133.4
- 5.3
- 5.7
6.1
25.8
27.6
29.4
0.0
0.0
0.0
0.0
0.0
0.0
174.0
183.8
193.9
1
800 -1.8
20.4
-
141.5 -
-
- 6.5
31.4
0.0
0.0
204.3
825 1.8
850 , 1.9
21.1
21.7
25.00
149.8 -
158.3 -
- 6.9
- 7.3
33.3
35.4
0.0
0.0
0.0
0.0
215.0
226.0
875 1.9
900 , 2.0
22.3
23.0
25.00
167.0 -
175.9 -
- 7.8
- 8.2
37.5
39.7
0.0
0.0
0.0
0.0
237.3
248.8
1
925 2.1
2.1
23.6
24.3
25.00
i
185.1 -
194.5 -
- 8.7
- 9.1
41.9
44.2
0.0
0.0
0.0
0.0
260.7
272.8
975 2.2
1,000 `2.2
24.9
25.5
25.00
204.0 -
213.8 -
- 9.6
- 10.1
46.6
49.0
0.0
0.0
0.0
0.0
285.2
297.9
1:025 2.3
050 I2.3
26.2
26.8
25.00
223.8 -
234.0 -
- 10.6
- 11.2
51.5
54.0
0.0
0.0
0.0
0.0
310.9
324.2
1,075 2.4
27.4
25.00
244.4
11.7
56.6
0.0
0.0
337.7
1,100 2.5
28.1
255.0
12.2
59.3
0.0
0.0
351.6
1,125 2.5
28.7
25.00
265.9
12.8
62.0
0.0
0.0
365.7
1,150 2.6
29.4
i
276.9
13.4
64.8
0.0
0.0
380.1
1,175 2.6
30.0
25.00
288.1 -
- 14.0
67.6
0.0
0.0
394.8
1 Pump 240
FittinaNalve Head,
Size (in) Description
K Factor
Q1ty
Total K
4 Gate Valve
0.14
0
0.00
4 Check Valve
0.85
0
0.00
4 Ball Valve
0.05
0
0.00
4 Butterfly Valve
0.77
0
0.00
4 Plug Valve
0.31
0
0.00
4 90, Elbow
0.51
6
3.06
4 45. Elbow
0.27
0
0.00
4 Tee (Branch)
1.02
0
0.00
4 Tee (Run)
0.34
0
0.00
4 Pipe Entrance
0.78
1
0.78
4 Pipe Exit
1.00
1
1.00
Total K: 4.84
0.0 44.0
FittingNalve Head = K (v2 / 2g)
ME

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Q
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EBARA Self Priming Trash Pump EFQT/EFQU
Performance Curves
Project: GPM: TDH: EFF: HP: Chk'd: Date:
EFQT3
Impeller Diameter: 8.75"
S.G.. 1.0
TOTALNFAQ PERFORMANCE CURVE 30OX3"
man PSI FT
60 -140
40 56- 130 -.
36 52- 120
48 110
32 -3
44 - 100 -
28 40 -
so-
36 -
24 60
32 -
70
20 - 28 -
60 -
24 -
16. 50
20 -
12 16 - 40
e
12 30
e- 20
4
4— 10
0 0 0
(US) GPM
•
f
N
VA
PON
0
FLOW17 R n +l a �F V 7i
Us
m3%lr O b O q O b O b O b O b O b O b O �y O olf C b O
N N Nf of ♦ f b b •O .D n n .0 O P P O G r
Data Sheet
Net Weight: 404 lbs. (183kg)
Shipping Weight: 452 lbs. (205kg)
Impeller Dia.: 8-3/4" (222.3mm)
R.P.M.: From 650 RPM to 2150 RPM
Max. Solids: 2-1 /2" (63.5mm)
Repriming Lifts
5 FT
4 Fr
2 FT
I Fr
RPM
650
1 750
1 850
1 950
1 1050
1 1150
1 1250
1 1350
I 1450 I
1550
1650-17501850-2150
FEET
5
5
8
1 10
13
1 16
1 18
1 19
20
21
1 22
25
METERS
1.5
1.8
2.4
1 3.1
4.0
1 4.9
1 5.5
1 5.8
6.1
6.4
1 6.7
7.6
Figure NPSH prior to using above chart. DO NOT use as NPSH Suction Lift.
2.5" Dia. Max. Spherical Solids.
EBARA Fluid Handling
www.pumpsebara.com
EBARA [phone] (p) , [phone] (f)
11
rev. 02113

EBARA Self Priming Trash Pump EFQT/EFQU
Dimensions
Project: Model: Chk'd: Date:
Model EFQT 2, 3, 4, 6
SUCTION
REQUIR D FOI
REMOVALOF
BACK PLATE
x 4 HOLES
Unit: Inches
If
e
FLANGE n)OTY - (h)HOLES
dxlg w
'WAY
SHAFT
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Unit: mm
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©���®�®®�m�®�mafa�fafofomro
o�far�rrf�fa®raram®��0a���m®mra
Unit: Inches
S12E 0
MODEL
FLANGE
TYPE
e
f
n
h
RAISED FACE
RAISED FACE
2
EFQT2
2" ANSI 150W
4 3/4
6
4
3/4
YES
1 3 518
3
EFQT3
3" ANSI 1504
6
7 1/2
4
3/4
NO
4
EFQT4
4" ANSI 1504
7 1/2
9
8
3/4
VES
6 M
6
EFQT6
6" ANSI 15011
9 V2
11
8
7/B
YE
8 112
Unit: mm
S12E 0
MODEL
FLANGE
TYPE
e
(
n
I h
I RAISED FACE
I RAISED FACE
50
EFQT2
2" ANSI 150H
121
152
302
19
YES
92
80
EFQT3
3"ANSI 150N
152
191
102
19
NO
1D0
EFQT4
4"ANSI 150N
191
229
203
19
1 YES
1 157
150
EFQT6
6"ANSI 150W
241
279
203
22
1 YES
1 216
EBARA Fluid Handling
www.pumpsebara.com
EBARA [phone] (p) a [phone] (f)
KEYWAY
w
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Ig
3/8
3/8
3/8
�3/164
3/8
20
rev. 04 15

EBARA Self Priming Trash Pump EFQT/EFQU
Dimensions
Project: Model: Chk'd: Date:
EFQT/EFQU Skid Package - Side By Side Model
Model EFQT 2, 3, 4, 6
ON
M11C
ONE
Unit: inches
PUMP
MODEL
NEMA
MOTOR
FRAME
A
B
C
D
E
F
G
H
J
K
L
M
ON
EFQT2
145T
32
24 1/4
28
24
15 518
9 7/16
4 114
2 3/4
23
20
N/A
6
9/16
za4T
256T
34
27
25 3/4
22
EFQT3
145T
41 1 /2
32 11 /16
31 1/4
21 114
11 7/8
7 118
25 5/8
25 1/2
8
184T
5T
256T
44
28
27 318
32 5/8
26
286T
46
29 114
27 7/8
30
EFQT4
43
28 1/4
35 5/16
33 1/2
23 718
12 7/8
8 14
26 7/8
27
184T
33 5/16
215T
28 3/8
135 7/16
27
256T
44
28 1/4
35 5/16
26 7/8
28
286T
46
29 3/8
35 7/16
28
30
EFQT6
145T
47
29
37 3/8
3813/16
26 9116
1415/16
913/16
27 5/8
31
184T
47 1 /4
31 1/4
215T
47 1/2
31 112
256T
49
2815/16
37 5/16
27 9/16
33
16 1/2
286T
49 1/2
29 1 /8
27 3/4
33 1/2
16 3/4
326T
52
32 1/2
38 7/16
31 1781
36
1 18
Unit- mm
PUMP
MODEL
NEMA
MOTOR
FRAME
A
B
C
D
E
F
G
H
J
K
L
M
ON
EFQT2
145T
813
616
711
610
397
240
108
70
584
508
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152
14
184T
256T
864
686
654
559
EFQT3
1054
830
794
540
302
181
651
648
203
184T
215T
1118
711
256T
695
660
286T
1168
743
708
762
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1092
718
897
851
606
327
210
683
686
184T
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721
686
256T
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718
683
711
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746
711
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1194
737
949
986
675
379
249
702
787
184T
1200
794
215T
1207
800
256T
1245
735
948
700
838
419
286T
1257
740
705
851
425
326T
1321
826
976
791
914
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EBARA
EBARA Fluid Handling
www.pumpsebara.com
[phone] (p) • [phone] (f)
32
rev. 04115

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