WQ0016376_More Information (Received)_20200706

July 6, 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 June 29, 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. Could you provide the raw precipitation, temperature and pan evaporation data used in the water
balance sheet, as well as their references?
The precipitation, temperature, and pan evaporation data used in the water balance purposely
matches the water balance in the soils report by Shaffer Soil Services, Inc. dated February 4,
2012; the soils report has been attached with this response.
2. Could you provide the soils report so we can verify the Ksat?
The soils report has been attached with this response.
3. Could you also send me a copy of the water balance spreadsheet?
The water balance spreadsheet has been attached with this response. As stated in the
response to Comment #1, the water balance spreadsheet is a continuation of the existing water
balance.
Additionally, we noticed during the course of assembling this response that there were a
few inputs in the water balance that needed to be corrected/improved. First, in order to match
the dominant soils series in the existing permit, Zone 10 has been corrected to use the Goldsboro
soils data rather than the Norfolk soils data. Second, we noticed a small discrepancy in the Ksat
values used in the 2012 water balance vs. the 'K sat for design' values given in the body of the
2012 soils report; the 2012 water balance used a Ksat of 0.08 in/hr for Norfolk fields, as opposed
to the body of the report showing a 'K sat for design' value of 0.075 in/hr. All values used in the
updated version of the water balance included with this response match the 'K sat for design'
values used in the body of the soils report.
4. Extrapolating the radial influence for Zone 1 spray heads and the easternmost spray head for Zone
2 would indicate that spraying is occurring on an un-vegetated and likely more densely packed dirt

access road. Irrigating in these areas would likely result in ponding or runoff and seem to be in
violation of 15A NCAC 2T .0507 (b), (c), and (e). Please clarify.
Due to mapping and scale discrepancies, aerial imagery might make it appear that the
radial influence of the Zone 1 and 2 spray heads are spraying on the access road, but previous
site visits have shown that the spraying does not reach the access road.
Additionally, the April 2020 request to adjust the Zone 1 and 2 acreages is in order to
show the sprinklers as full circles as they've been permitted for many years; we had shown them
incorrectly as semi -circles in our response to Ms. Kabat last year.
Please do not hesitate to contact our office should you have any questions, comments, or require any
additional information.
Regards,
Cavanaugh & Associates, P.A.
CJ0
Jeff P. Cappadona, P.E.
Attachments
cc: Sam Villari, Owner, S&J Villari Livestock

A Spray Irrigation Water Balance for
Permit No: WQ0016376
Permittee Name: S&J Villari Livestock
Contact Name: Sam Villari, Owner
Address: 892 Penny Branch Rd., Warsaw, NC 28398
S&J Villari Processing Facility Wastewater
Facility Irrigation System
Address: 892 Penny Branch Rd., Warsaw, NC 28398
Water Budget Prepared By:
Cavanaugh & Associates, P.A. (Jeff Cappadona,
P.E.)
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Water Balance.xls Project Id Version 5 December 2004

Enter Data ==> Precipitation Worksheet FYI
Calculate the precipitation for an 80th percentile "wet' year, based on long term data (approx. 30 years or greater).
Click on each step box
Precipitation Data
Step 1
St;'p2
Month
Mean Monthly
Precipitation
Percent of Mean
Annual Precipitation
80th Percentile
Monthly
Precipitation
inches
January
4.13
3.08
4.68
February
March
April
1.88
May
3.88
June
5.56
July
5.52
August
7.91
September
2.60
5.26
1.36
2.74
October
November
December
TOTALS = 48.60
percent inches
8.50 r - - 4.62
6.34 , 3.44 ,
9.63
3.87
7.98
11.44
11.36
16.28
5.35
10.82
2.80
5.64
Calculations
5.23
2.10
4.34
6.22
Values shown in yellow
cells are linked to other
6.17
(locations within the Water
8.84
Balance Program
2.91
5.88
1.52
Note: Precipitation information obtained from soils report
by Shaffer Soil Services, Inc., dated February 4, 2012
Water BalanceAs Precip
Step 3 - Precipitation Data Soucre
Location of Precipitation Data: Clinton, NC (Sampson County)
Staring Year of Data Record: 1951
Ending Year of Data Record: 1981
Step 4 :j
Period of Record (Years) = 30
�..ri ✓�
Source of Data:
USDA-NRCS County Soil Surveys (contact local NRCS office)
LvLp-7-6
Version 5 December 2004

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Step 2
Influent, Lagoon Storage,
and Zone Setup Worksheet
Area of Lagoon
Calculate the adjusted influent loading by including the gains
acres
and losses from the Storage Lagoon, and set up the Spray
Zones areas and individual Zone flowrates.
1.50
Click on each step box
Enter Data =_=
Pan Evap. Data
Precip
Lagoon Gains
& Losses
Ste 1
Days
Pan
per
Evaporation
Adjusted
Lagoon Gains
Lagoon Los
Month
month
Data
Pan Data
Precip
from Precip.
from Evan
inches
inches
inches
gallons
gallons
January 31 1.82 1 1.27 4.62
February 28 2.24 1.57 3.44
March 31 4.52 3.16 5.23
April 30 6.77 4.74 2.10
May 31 7.75 5.43 4.34
June 30 8.16 5.71 6.22
July 31 8.57 6.00 6.17
August 31K
M11
8.84
September 30 2.91
October 31 5.88
November 30 1.52
December 31 3.06
Totals: 365 62.52 43.76 54.34
Source of PAN Evap. Data
Step 6 I
Other (List Below)
Aurora Station, Beaufort
County
213,119 128,863
85,612 193,010
176,688 220,949
253,193 232,638
251,371 244,327
360,208 210,971
118,399 172,198
239,531 132,570
61,932 83,533
124,775 47,611
otel "low to be
Design Daily Disposed
Flow (Influent) (Annual
Averaged)
galslday
99,080 gals/day
100,260 .........
Influent should be equa
Design Influent Total: Influent+ ITotal: Influent+
Volume per Lagoon Gains & Lagoon Gains &
Month Losses Losses
gallons gallons gallons
2,213,160 1,782,420 36,164,200 1 36,594,939 36,5947939
Note: Pan
Evaporation Data
obtained from soils
report by Shaffer Soil
Services, Inc., dated
February 4, 2012
Step 4
Zone 1
Zone 2
Total Flow to
All Zones
Daily Flow to
Zone 1
Wetted
Acreage
Daily Flow to Wetted
Zone 2 Acreage
gals/day acres
galslday acres
galslday
100,260
3,294 F 1.39
3,105 1
Irr. Rate
(inlwk) _
0.61
Irr. Rate
(inlwk) _
0.61
Zone 1
Design
Irrigation per
month
Zone 1
Volume to be
Disposed
Zone 2
Volume to be
Disposed
Zone 2
Design
Irrigation per
month
gallons
inches
gallons
inches
105,398
- -2.79
99,332
r 2.79
93,667
2.48
I 2.75
88,276
2.48
103,692
97,724
2.75
94,139
1 2.49
88,721
2.49
99,469
1 2.64
93,744
1 2.64
9 8, 343
I 2.61
92,683
1 2.61
101,155
I 2.68
�
�
�
95,333
1 2.68
99,736
2.80
90,381
2.54
t15,'
98,427
2.77
1
91378
2.57
I
97,504
L 2.74
1,202,445
1 31.86
1,133,240
1 31.86
N C�
�.'6664
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Water Balance.As Influent+Zones Setup Version 5 December 2004

Zone 3
Zone 4
Zone 5
Zone 6
Zone 7
Zone 8
Zone 9
Zoni
Daily Flow to
Zone 3
Wetted Acreage
Daily Flow to
Zone 4
Wetted
Acreage
Daily Flow to
Zone 5
Wetted
Acreage
Daily Flow to
Zone 6
Wetted
Acreage
Daily Flow to
Zone 7
Wetted
Acreage
Daily Flow to
Zone81
Wetted
Acreage
Daily Flow to
Zone 9
Wetted
Acreage
Daily Flow to
Zone 10
gals/day acres
galslday acres
galslday acres
galslday acres
galslday acres
galslday acres
galslday acres
galslday
2,654 1.12
2,536 1.07
2,820 1.19
2,773 1.17
2,489 1.05
2,963 1.25
2,370 1.00
1,998
Irr. Rate 061
.
(inlwk) _
Irr. Rate 061
.
(inlwk) _
Irr. Rate 061
.
(inlwk) _
Irr. Rate 061
.
(inlwk) _
Irr. Rate 061
.
(inlwk) _
Irr. Rate 061
.
(intwk) _
Irr. Rate 061
.
(in/wk) _
Irr. Rate
(inlwk) _
Zone 3
Volume to be
Disposed
Zone 3 Design
Irrigation per
month
Zone 4
Volume to be
Disposed
Zone 4
Design
Irrigation per
month
Zone 5
Volume to be
Disposed
Zone 5
Design
Irrigation per
month
Zone 6
Volume to be
Disposed
Zone 6
Design
Irrigation per
month
Zone 7
Volume to be
Disposed
Zone 7
Design
Irrigation per
month
Zone B
Volume to be
Disposed
Zone 8
Design
Irrigation per
month
Zone 9
Volume to be
Disposed
Zone 9
Design
Irrigation per
month
Zone 10
Volume to be
Disposed
gallons
inches
gallons
inches
gallons
I inches
gallons
I inches
gallons
I inches
gallons
I inches
gallons
inches
gallons
84,925
r 2.79
81,134
r 2.79
90,233
r 2.79
88,717
t--2.79
79,617
2.79
94,783
r 2.79
75,826
2.79
63,934
75,473
2.48
72,103
1 2.48
80,190
2.48
78,842
2.48
70,756
2.48
84,233
2.48
67,386
2.48
56,818
83,550
2.75
79,820
I 2.75
88,772
2.75
87,280
2.75
78,328
2.75
93,248
1 2.75
74,599
2.75
62,899
75,853
2.49
72,467
1 2.49
80,594
2.49
79,239
1 2.49
71,112
2.49
84,657
1 2.49
67,726
2.49
57,104
80,148
1 2.64
76,570
1 2.64
85,157
1 2.64
83,726
1 2.64
75,139
2.64
89,451
1 2.64
71,561
1 2.64
60,338
79,241
1 2.61
75,703
1 2.61
84,193
1 2.61
82,778
1 2.61
74,288
2.61
88,438
1 2.61
70,751
1 2.61
59,655
81,506
1 2.68
77,867
1 2.68
86,600
1 2.68
85,145
1 2.68
76,412
2.68
90,967
1 2.68
72,773
1 2.68
61,360
85,271
2.80
81,464
�
90,600
2.80
89,077
2.80
79,941
2.80
95,168
2.80
76,135
2.80
64,194
77,272
2.54
73,822
�
82,102
2.54
80,722
2.54
72,443
4
86,241
2.54
68,993
2.54
58,173
84,151
2.77
80,395
�
89,411
2.77
87,908
2.77
78,892
�]917
93,919
2.77
75,135
2.77
63,352
78,124
2.57
74,637
2
83,007
2.57
81,fi12
2.57
73,242
193
2.57
69,754
2.57
58,814
63
274
L _ _
79,641
_
88,573
274
L _ _
87,084
2.74
I. _ _
78152
L _ _ _ _
3,039
2.74
L _ _ _ _
74,431
2.74
L _ _ _ _ _
62,758
968,877
31.86
925,623
31.8fi
1,029,432
31.86
1,012,130
31.86
908,322
31.86
1,061, 336
31.66
865,069
31.86
729,398
, 1,111rrrlrrg1,
%%%%��N CARO,
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Water Balance.xls Influent+Zones Setup Version 5 December 2004

e 10
Zone 11
Zone 12
Zone 13
Zone 14E
Zone 14W
Zone 15
Zone 16
Wetted
Acreage
Daily Flow to
Zone 11
Wetted
Acreage
Daily Flow to
Zone 12
Wetted
Acreage
Daily Flow to
Zone 13
Wetted
Acreage
Daily Flow to
Zone 14E
Wetted
Acreage
Daily Flow to
Zone 14W
Wetted
Acreage
Daily Flow to
Zone 15
Wetted
Acreage
Daily Flow to Wetted
Zone 16 Acreage
galslday acres
1,711 I 1.25
acres
galslday acres
galslday acres
gals/day acres
galslday acres
gals/day acres
galslday acres
1.46
3,389 I 1.43
2,915 7.23
5,190 I 2.19
36,775 I 13.73
20,624 7.70
1,730 0.73
0.35
Irr. Rate 0.61
(inlwk) _
Irr. Rate 0.61
(intwk) _
Irr. Rate 0.61
(inlwk) _
Irr. Rate 0 69
(inlwk) _
Irr. Rate 0 69
(inlwk) _
Irr. Rate 0.61
(in/wk) _
Irr. Rate 0.35
(in/wk) _
Zone 10
Design
Irrigation per
month
Zone 11
Volume to be
Disposed
Zone 11
Design
Irrigation per
month
Zone 12
Volume to be
Disposed
Zone 12
Design
Irrigation per
month
Zone 13
Volume to be
Disposed
Zone 13
Design
Irrigation per
month
Zone 74E
Volume to be
Disposed
Zone 14E
Design
Irrigation per
month
Zone 74W
Volume to be
Disposed
Zone 14W
Design
Irrigation per
month
Zone 15
Volume to be
Disposed
Zone 15
Design
Irrigation per
month
Zone 16
Volume to be
Disposed
Zone 16
Design
Irrigation per
month
inches
gallons
inches
gallons
I inches
gallons
inches
gallons
I inches
gallons
11 inches
gallons
inches
gallons
inches
r - - - - -
1.61
108,431
r----
2.79
93,266
I-----
2.79
166,059
r----
2.79
1,176,572
I-----
3.16
659,840
r - - - -
3.16
55,353
I---
2.79
54,738
I-----
1.61
1.43
96,362
2.48
82,885
2.48
147,576
2.48
1,045,614
2.80
586,397
2.80
49,192
I 2.48
49,645
I 1.43
1.59
106,676
2.75
91,756
1 2.75
163,371
2.75
1,157,524
1 3.10
649,158
3.10
54,457
2.75
53,852
1.59
1.44
96,848
1 2.49
83,303
1 2.49
148,320
2.49
1,050,883
1 2.82
589,352
1 2.82
49,440
2.49
4B,891
1.44
1.52
102,332
2.64
88,019
2.64
156,718
2.64
1,110,384
2.98
622,721
2.98
52,239
2.64
51,659
1.52
1.50
101,173
2.61
87,023
2.61
154,944
2.61
1,097,816
2.94
615,672
2.94
51,648
2.61
51,074
1.50
1.55
104,066
2.68
89,511
2.68
159,374
2.68
1,129,203
3.03
633,275
3.03
53,125
2.68
52,534
1.55
1.62
108,872
2.80
2.80
166,735
2.80
1,181,359
3.17
662,525
3.17
55,578
2.B0
54,961
1.62
1.47
98,660
2.54
2.54
151,094
2.54
1,070,543
2.87
2.87
50,365
2.54
49,805
1.47
1.60
107,443
2.77
2.77164,546
2.77
1,765,853
3.13
3.13
54,849
2.77
54,239
1.60
99,748
2.57
]8H4,861
2.57
152,767
2.57
1,082,353
2.90
]6E47,699
2.90
50,920
2.57
50,355
1.48
58_
I
106,436
2 74
L____
2 74
I..
163,004
2 74
L____
1,154,923
3.10
1____L____
3 10
r
54,335
2.74
I---__
53,731
I1.58
1_____
78.40
1,237,048
37.86
1,064,034
31.86
1,894,500
31.86
73,423,026
36.01
7,527,844
36.01
631,500
31.86
624,485
18.40
.,`N CARIp�'�%
PEES % .
03
..........
• rr -7
Water Balance.xls Influent+Zones Setup Version 5 December 2004

Zone 17
Daily Flow to Wetted
Zone 17 Acreage
gals/day acres
922 1 r 0.82
IIIrr. Rat
1 nlwkl = 0.29 II
Zone 17
Volume to be
Disposed
Zone 17
Design
Irrigation per
month
gallons
inches
29,507
F— 1.33 —
26,222
1.18
I 1.30
29,029
26,355
1.18
27,847
1.25
27,532
1.24
28,319
1.27
1.33
1.21
1.31
29,627
26,848
29,238
27,144
,1.22
28,964 I L _ 1.30
15.12
Step 5
Values
shown in
yellow cells
are linked
to other
locations
within the
Water
Balance
Prouram.
%.,``'N CARp'''',,,
1-1
0 0 =
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MO-1-6
Water Balance.xls Influent+Zones Setup Version 5 December 2004

Soils and Water Balance for Zone 1
Zone 1 Description:
Calculate Soil Drainage
Step 1 j Step 2 1 f x Ksat
n-situ saturated vertical Soil
Drainage
hydraulic conductivity factor (f) Drainage
(Ksat) Rate
in/hr inlday percent in/day
:i]Uib� Itilf:Ii71 t�]URI�71t�76t3!
Note: Soils information
obtained from soils report by
Shaffer Soil Services, Inc.,
dated February 4, 2012
Zone 1
Days per
Zone 1 Soil
Month
PET
Total
Precip
month
Drainage
Loss
inches
inches
inches
inches
January
31
0.27
4.46
4.74
4.62
February
28
0.48
4.03
4.51
3.44
March
31
1.24
4.46
5.70
5.23
April
30
2.50
4.32
6.82
2.10
May
31
4.16
4.46
8.62
4.34
June
30
5.46
4.32
9.78
6.22
July
31
6.27
4.46
10.73
6.17
August
31
5.76
4.46
10.22
8.84
September
30
4.13
4.32
8.45
2.91
October
31
2.33
4.46
6.79
5.88
November
30
1.06
4.32
5.38
1.52
December
31
0.46
4.46
4.92
3.06
Totals:
365 34.09 52.56
86.65
54.34
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Water Balance.xls Z1 20U
Soils Series Information for Zone 1 Potential site limitations
Water table depth risk of Is bedrock <
Series Name Drainage class (BLS) perching 60" BLS ? BLS = below land surface
Norfolk well >3.0 low no
Copied from Influent & Zones Setup Sheet:
Daily Flow = 3,294 gals/day
Zone 1 Area = 1.39 acres
Zone 1
Zone 1
Actual Used
Cummulative
Calculated
Maximum
Allowable
Irrigation
Manual
Override
Maximum
Allowable
Irrigation
Maximum
Allowable
Irrigation
inches
inches
inches
0.12
0.12
1.06
1.06
0.47
0.47
4.72
4.72
4.28
4.28
3.56
3.56
4.56
4.56
1.38
1.38
5.54
5.54
0.91
0.91
3.86
3.86
1.86
1.86
r-RMnual M.A.I. I M.A.I. Used
Design Irrigation
per Month
Monthly
Excess
inches
inches
2.79
-2.67
2.48
-1.42
2.75
-2.28
2.49
2.22
2.64
1.65
2.61
0.96
2.68
1.88
2.80
-1.43
2.54
3.00
2.77
-1.86
2.57
1.29
2.74
0.88
31.86
Storage Actual
Required for Monthly
Irrigation Irrigation Rate
Click the
"CALCULATE"
button after making
changes.
inches
inches
FYI
4.13
0.12
5.54
1.06
F 7 '!
0.47
5.660
4.72
3.996
4.28
3.000
3.56
1.12
4.56
r 2.55
t 1.3838
I 0.00
r
I 5.09
1.86j
0.91
L 0.577
3.86
L 1.45 1.66
,a 31.66
Maximum Monthly Storage Required for the Irrigation of Zone 1:
inches acres gallons
7.82 over 1.39 = 295,246
Version 5 December 2004

Soils and Water Balance for Zone 2 Soils Series Information for Zone 2 Potential site limitations
Water table depth risk of Is bedrock <
Zone 2 Description: Series Name Drainage class (BLS) perching 60, BLS ? BLS = below land surface
Calculate Soil Drainage Norfolk well >3.0 low no
Step 1 Step 2 1 f x Ksat I�
n-situ saturated vertical Soil
Drainage
hydraulic conductivity Drainage
(Ksat) factor (f) Rate
in/hr inlday percent in/day
0.075 1.80 0.080 0.14
Note: Soils information
obtained from soils report by
Shaffer Soil Services, Inc.,
dated February 4, 2012
Month
Days per
month
PET
Zone 2
Soil
Drainage
Zone 2
Total
Loss
Precip
inches
inches
inches
inches
January
31
0.27
4.46
4.74
4.62
February
28
0.48
4.03
4.51
3.44
March
31
1.24
4.46
5.70
5.23
April
30
2.50
4.32
6.82
2.10
May
31
4.16
4.46
8.62
4.34
June
30
5.46
4.32
9.78
6.22
July
31
6.27
4.46
10.73
6.17
August
31
5.76
4.46
10.22
8.84
September
30
4.13
4.32
8.45
2.91
October
31
2.33
4.46
6.79
5.88
November
30
1.06
4.32
5.38
1.52
December
31
0.46
4.46
1 4.92
3.06
Totals:
365
34.09
52.56
86.65
54.34
Water Balance.xls Z2
,,,o`'.�N CARD''
:'pE s�Oti'•%
Calculated
Maximum
Allowable
Irrigation
inches
0.12
1.06
0.47
4.72
4.28
3.56
4.56
1.38
5.54
0.91
3.86
1.86
Copied from Influent & Zones Setup Sheet:
Daily Flow = 3,105 gals/day
Zone 2 Area = 1.31 acres
Zone 2
Zone 2
Actual Used
Cummulative
Manual
Override
Maximum
Allowable
Irrigation
Maximum
Allowable
Irrigation
inches
inches
0.12
1.06
0.47
4.72
4.28
3.56
4.56
1.38
5.54
0.91
3.86
1.86
Calc. MA.I. Manual M.A.I. .A.32.31
I. Used
Design Irrigation
per Month
Monthly
Excess
inches
inches
2.79
-2.67
2.48
-1.42
2.75
-2.28
2.49
2.22
2.64
1.65
2.61
0.96
2.68
1.88
2.80
.1.43
2.54
3.00
2.77
-1.86
2.57
1.29
2.74
Storage Actual
Required for Monthly
Irrigation Irrigation Rate
Click the
"CALCULATE"
button after making
changes.
inches
inches
FYI
4.13
0.12
5.54
1.06
7.82
0.47
5.60�
4.72
3.96�
4.28
3.00l
3.56
1.12I
4.56
r2.55i
1.38
r
I 0.00
I 5.09
1.86
0.91
0.57
I 3.86
�__1_45 _�
1.86
31.86 I �i 31.86
Maximum Monthly Storage Required for the Irrigation of Zone 2:
inches acres gallons
7.82 over 1.31 = 278,254
Version 5 December 2004
7-0?o -7 - 6

Soils and Water Balance for Zone 3 Soils Series Information for Zone 3 Potential site limitations
Water table depth risk of Is bedrock <
Zone 3 Description: Series Name Drainage class (BLS) perching 60, BLS ? BLS = below land surface
Calculate Soil Drainage Norfolk well >3.0 low no
Step 1 Step 2 1 f x Ksat I�
n-situ saturated vertical Soil
Drainage
hydraulic conductivity Drainage
(Ksat) factor (f) Rate
in/hr inlday percent in/day
0.075 1.80 0.080 0.14
Note: Soils information
obtained from soils report by
Shaffer Soil Services, Inc.,
dated February 4, 2012
Month
Days per
month
PET
Zone 3
Soil
Drainage
Zone 3
Total
Loss
Precip
inches
inches
inches
inches
January
31
0.27
4.46
4.74
4.62
February
28
0.48
4.03
4.51
3.44
March
31
1.24
4.46
5.70
5.23
April
30
2.50
4.32
6.82
2.10
May
31
4.16
4.46
8.62
4.34
June
30
5.46
4.32
9.78
6.22
July
31
6.27
4.46
10.73
6.17
August
31
5.76
4.46
10.22
8.84
September
30
4.13
4.32
8.45
2.91
October
31
2.33
4.46
6.79
5.88
November
30
1.06
4.32
5.38
1.52
December
31
0.46
4.46
1 4.92
3.06
Totals:
365
34.09
52.56
86.65
54.34
i
�DEES
Q
Water Balance.xls Z3 '''•,P. CAC
Calculated
Maximum
Allowable
Irrigation
inches
0.12
1.06
0.47
4.72
4.28
3.56
4.56
1.38
5.54
0.91
3.86
1.86
Copied from Influent & Zones Setup Sheet:
Daily Flow = 2,654 gals/day
Zone 3 Area = 1.12 acres
Zone 3
Zone 3
Actual Used
Cummulative
Manual
Override
Maximum
Allowable
Irrigation
Maximum
Allowable
Irrigation
inches
inches
0.12
1.06
0.47
4.72
4.28
3.56
4.56
1.38
5.54
0.91
3.86
1.86
Calc. MA.I. Manual M.A.I. .A.32.31
I. Used
Design Irrigation
per Month
Monthly
Excess
inches
inches
2.79
-2.67
2.48
-1.42
2.75
-2.28
2.49
2.22
2.64
1.65
2.61
0.96
2.68
1.88
2.80
.1.43
2.54
3.00
2.77
-1.86
2.57
1.29
2.74
Storage Actual
Required for Monthly
Irrigation Irrigation Rate
Click the
"CALCULATE"
button after making
changes.
inches
inches
FYI
4.13
0.12
5.54
1.06
7.82
0.47
5.60�
4.72
3.96�
4.28
3.00l
3.56
1.12I
4.56
r2.55i
1.38
r
I 0.00
I 5.09
1.86
0.91
0.57
I 3.86
�__1_45 _�
1.86
31.86 I �i 31.86
Maximum Monthly Storage Required for the Irrigation of Zone 3:
inches acres gallons
7.82 over 1.12 = 237,89s
Version 5 December 2004

Soils and Water Balance for Zone 4 Soils Series Information for Zone 4 Potential site limitations
Water table depth risk of Is bedrock <
Zone 4 Description: Series Name Drainage class (BLS) perching 60, BLS ? BLS = below land surface
Calculate Soil Drainage Norfolk well >3.0 low no
Step 1 Step 2 1 f x Ksat I�
n-situ saturated vertical Soil
Drainage
hydraulic conductivity Drainage
(Ksat) factor (f) Rate
in/hr inlday percent in/day
0.075 1.80 0.080 0.14
Note: Soils information
obtained from soils report by
Shaffer Soil Services, Inc.,
dated February 4, 2012
Month
Days per
month
PET
Zone 4
Soil
Drainage
Zone 4
Total
Loss
Precip
inches
inches
inches
inches
January
31
0.27
4.46
4.74
4.62
February
28
0.48
4.03
4.51
3.44
March
31
1.24
4.46
5.70
5.23
April
30
2.50
4.32
6.82
2.10
May
31
4.16
4.46
8.62
4.34
June
30
5.46
4.32
9.78
6.22
July
31
6.27
4.46
10.73
6.17
August
31
5.76
4.46
10.22
8.84
September
30
4.13
4.32
8.45
2.91
October
31
2.33
4.46
6.79
5.88
November
30
1.06
4.32
5.38
1.52
December
31
0.46
4.46
1 4.92
3.06
Totals:
365
34.09
52.56
86.65
54.34
Water Balance.xls Z4
Calculated
Maximum
Allowable
Irrigation
inches
0.12
1.06
0.47
4.72
4.28
3.56
4.56
1.38
5.54
0.91
3.86
1.86
Copied from Influent & Zones Setup Sheet:
Daily Flow = 2,536 gals/day
Zone 4 Area = 1.07 acres
Zone 4
Zone 4
Actual Used
Cummulative
Manual
Override
Maximum
Allowable
Irrigation
Maximum
Allowable
Irrigation
inches
inches
0.12
1.06
0.47
4.72
4.28
3.56
4.56
1.38
5.54
0.91
3.86
1.86
Calc. MA.I. Manual M.A.I. .A.32.31
I. Used
Design Irrigation
per Month
Monthly
Excess
inches
inches
2.79
-2.67
2.48
-1.42
2.75
-2.28
2.49
2.22
2.64
1.65
2.61
0.96
2.68
1.88
2.80
.1.43
2.54
3.00
2.77
-1.86
2.57
1.29
2.74
Storage Actual
Required for Monthly
Irrigation Irrigation Rate
Click the
"CALCULATE"
button after making
changes.
inches
inches
FYI
4.13
0.12
5.54
1.06
7.82
0.47
5.60�
4.72
3.96�
4.28
3.00l
3.56
1.12I
4.56
r2.55i
1.38
r
I 0.00
I 5.09
1.86
0.91
0.57
I 3.86
�__1_45 _�
1.86
31.86 I �i 31.86
Maximum Monthly Storage Required for the Irrigation of Zone 4:
inches acres gallons
7.82 over 1.07 = 227,276
Version 5 December 2004

Soils and Water Balance for Zone 5 Soils Series Information for Zone 5 Potential site limitations
Water table depth risk of Is bedrock <
Zone 5 Description: Series Name Drainage class (BLS) perching 60, BLS ? BLS = below land surface
Calculate Soil Drainage Norfolk well >3.0 low no
Step 1 Step 2 1 f x Ksat I�
n-situ saturated vertical Soil
Drainage
hydraulic conductivity Drainage
(Ksat) factor (f) Rate
in/hr inlday percent in/day
0.075 1.80 0.080 0.14
Note: Soils information
obtained from soils report by
Shaffer Soil Services, Inc.,
dated February 4, 2012
Month
Days per
month
PET
Zone 5
Soil
Drainage
Zone 5
Total
Loss
Precip
inches
inches
inches
inches
January
31
0.27
4.46
4.74
4.62
February
28
0.48
4.03
4.51
3.44
March
31
1.24
4.46
5.70
5.23
April
30
2.50
4.32
6.82
2.10
May
31
4.16
4.46
8.62
4.34
June
30
5.46
4.32
9.78
6.22
July
31
6.27
4.46
10.73
6.17
August
31
5.76
4.46
10.22
8.84
September
30
4.13
4.32
8.45
2.91
October
31
2.33
4.46
6.79
5.88
November
30
1.06
4.32
5.38
1.52
December
31
0.46
4.46
1 4.92
3.06
Totals:
365
34.09
52.56
86.65
54.34
Water Balance.xls Z5
i
°OoEES���,.9�
A'A,,,
Calculated
Maximum
Allowable
Irrigation
inches
0.12
1.06
0.47
4.72
4.28
3.56
4.56
1.38
5.54
0.91
3.86
1.86
Copied from Influent & Zones Setup Sheet:
Daily Flow = 2,820 gals/day
Zone 5 Area = 1.19 acres
Zone 5
Zone 5
Actual Used
Cummulative
Manual
Override
Maximum
Allowable
Irrigation
Maximum
Allowable
Irrigation
inches
inches
0.12
1.06
0.47
4.72
4.28
3.56
4.56
1.38
5.54
0.91
3.86
1.86
Calc. MA.I. Manual M.A.I. .A.32.31
I. Used
Design Irrigation
per Month
Monthly
Excess
inches
inches
2.79
-2.67
2.48
-1.42
2.75
-2.28
2.49
2.22
2.64
1.65
2.61
0.96
2.68
1.88
2.80
.1.43
2.54
3.00
2.77
-1.86
2.57
1.29
2.74
Storage Actual
Required for Monthly
Irrigation Irrigation Rate
Click the
"CALCULATE"
button after making
changes.
inches
inches
FYI
4.13
0.12
5.54
1.06
7.82
0.47
5.60�
4.72
3.96�
4.28
3.00l
3.56
1.12I
4.56
r2.55i
1.38
r
I 0.00
I 5.09
1.86
0.91
0.57
I 3.86
�__1_45 _�
1.86
31.86 I �i 31.86
Maximum Monthly Storage Required for the Irrigation of Zone 5:
inches acres gallons
7.82 over 1.19 - 252,765
Version 5 December 2004
2AZi-7 _ 6

Soils and Water Balance for Zone 6 Soils Series Information for Zone 6 Potential site limitations
Water table depth risk of Is bedrock <
Zone 6 Description: Series Name Drainage class (BLS) perching 60, BLS ? BLS = below land surface
Calculate Soil Drainage Norfolk well >3.0 low no
Step 1 Step 2 1 f x Ksat I�
n-situ saturated vertical Soil
Drainage
hydraulic conductivity Drainage
(Ksat) factor (f) Rate
in/hr inlday percent in/day
0.075 1.80 0.080 0.14
Note: Soils information
obtained from soils report by
Shaffer Soil Services, Inc.,
dated February 4, 2012
Month
Days per
month
PET
Zone 6
Soil
Drainage
Zone 6
Total
Loss
Precip
inches
inches
inches
inches
January
31
0.27
4.46
4.74
4.62
February
28
0.48
4.03
4.51
3.44
March
31
1.24
4.46
5.70
5.23
April
30
2.50
4.32
6.82
2.10
May
31
4.16
4.46
8.62
4.34
June
30
5.46
4.32
9.78
6.22
July
31
6.27
4.46
10.73
6.17
August
31
5.76
4.46
10.22
8.84
September
30
4.13
4.32
8.45
2.91
October
31
2.33
4.46
6.79
5.88
November
30
1.06
4.32
5.38
1.52
December
31
0.46
4.46
4.92
3.06
Totals:
365
34.09
52.56
86.65
54.34
Water Balance.xls Z6
,,,o`'.�N CARD''
Fs,�,....,,
Es
Calculated
Maximum
Allowable
Irrigation
inches
0.12
1.06
0.47
4.72
4.28
3.56
4.56
1.38
5.54
0.91
3.86
1.86
Copied from Influent & Zones Setup Sheet:
Daily Flow = 2,773 gals/day
Zone 6 Area = 1.17 acres
Zone 6
Zone 6
Actual Used
Cummulative
Manual
Override
Maximum
Allowable
Irrigation
Maximum
Allowable
Irrigation
inches
inches
0.12
1.06
0.47
4.72
4.28
3.56
4.56
1.38
5.54
0.91
3.86
1.86
Calc. MAT Manual M.A.I. A.I. Used32.31
Design Irrigation
per Month
Monthly
Excess
inches
inches
2.79
-2.67
2.48
-1.42
2.75
-2.28
2.49
2.22
2.64
1.65
2.61
0.96
2.68
1.88
2.80
-1.43
2.54
3.00
2.77
-1.86
2.57
1.29
2.74
Storage Actual
Required for Monthly
Irrigation Irrigation Rate
Click the
"CALCULATE"
button after making
changes.
inches
inches
FYI
4.13
0.12
5.54
1.06
7.82
0.47
5.60�
4.72
3.96�
4.28
3.00l
3.56
1.12I
4.56
r 55
1.38
r
I 0.00
I 5.09
1.86
0.91
0.57
I 3.86
�__1_45 _
1.86
31.86 I �i 31.86
Maximum Monthly Storage Required for the Irrigation of Zone 6:
inches acres gallons
7.82 over 1.17 = 248,517
Version 5 December 2004
?0Lo-7- 6

Soils and Water Balance for Zone 7 Soils Series Information for Zone 7 Potential site limitations
Water table depth risk of Is bedrock <
Zone 7 Description: Series Name Drainage class (BLS) perching 60, BLS ? BLS = below land surface
Calculate Soil Drainage Norfolk well >3.0 low no
Step 1 Step 2 1 f x Ksat I�
n-situ saturated vertical Soil
Drainage
hydraulic conductivity Drainage
(Ksat) factor (f) Rate
in/hr inlday percent in/day
0.075 1.80 0.080 0.14
Note: Soils information
obtained from soils report by
Shaffer Soil Services, Inc.,
dated February 4, 2012
Month
Days per
month
PET
Zone 7
Soil
Drainage
Zone 7
Total
Loss
Precip
inches
inches
inches
inches
January
31
0.27
4.46
4.74
4.62
February
28
0.48
4.03
4.51
3.44
March
31
1.24
4.46
5.70
5.23
April
30
2.50
4.32
6.82
2.10
May
31
4.16
4.46
8.62
4.34
June
30
5.46
4.32
9.78
6.22
July
31
6.27
4.46
10.73
6.17
August
31
5.76
4.46
10.22
8.84
September
30
4.13
4.32
8.45
2.91
October
31
2.33
4.46
6.79
5.88
November
30
1.06
4.32
5.38
1.52
December
31
0.46
4.46
4.92
3.06
Totals:
365
34.09
52.56
86.65
54.34
Water Balance.xls Z7
,,,o`'.�N CARD"
Es
Calculated
Maximum
Allowable
Irrigation
inches
0.12
1.06
0.47
4.72
4.28
3.56
4.56
1.38
5.54
0.91
3.86
1.86
Copied from Influent & Zones Setup Sheet:
Daily Flow = 2,489 gals/day
Zone 7 Area = 1.05 acres
Zone 7
Zone 7
Actual Used
Cummulative
Manual
Override
Maximum
Allowable
Irrigation
Maximum
Allowable
Irrigation
inches
inches
0.12
1.06
0.47
4.72
4.28
3.56
4.56
1.38
5.54
0.91
3.86
1.86
Calc. MAT Manual M.A.I. A.I. Used32.31
Design Irrigation
per Month
Monthly
Excess
inches
inches
2.79
-2.67
2.48
-1.42
2.75
-2.28
2.49
2.22
2.64
1.65
2.61
0.96
2.68
1.88
2.80
-1.43
2.54
3.00
2.77
-1.86
2.57
1.29
2.74
Storage Actual
Required for Monthly
Irrigation Irrigation Rate
Click the
"CALCULATE"
button after making
changes.
inches
inches
FYI
4.13
0.12
5.54
1.06
7.82
0.47
5.60�
4.72
3.96�
4.28
3.00l
3.56
1.12I
4.56
r 55
1.38
r
I 0.00
I 5.09
1.86
0.91
0.57
I 3.86
�__1_45 _
1.86
31.86 I �i 31.86
Maximum Monthly Storage Required for the Irrigation of Zone 7:
inches acres gallons
7.82 over 1.05 - 223,028
Version 5 December 2004
2AZu-1-�

Soils and Water Balance for Zone 8 Soils Series Information for Zone 8 Potential site limitations
Water table depth risk of Is bedrock <
Zone 8 Description: Series Name Drainage class (BLS) perching 60, BLS ? BLS = below land surface
Calculate Soil Drainage Norfolk well >3.0 low no
Step 1 Step 2 1 f x Ksat I�
n-situ saturated vertical Soil
Drainage
hydraulic conductivity Drainage
(Ksat) factor (f) Rate
in/hr inlday percent in/day
0.075 1.80 0.080 0.14
Note: Soils information
obtained from soils report by
Shaffer Soil Services, Inc.,
dated February 4, 2012
Month
Days per
month
PET
Zone 8
Soil
Drainage
Zone 8
Total
Loss
Precip
inches
inches
inches
inches
January
31
0.27
4.46
4.74
4.62
February
28
0.48
4.03
4.51
3.44
March
31
1.24
4.46
5.70
5.23
April
30
2.50
4.32
6.82
2.10
May
31
4.16
4.46
8.62
4.34
June
30
5.46
4.32
9.78
6.22
July
31
6.27
4.46
10.73
6.17
August
31
5.76
4.46
10.22
8.84
September
30
4.13
4.32
8.45
2.91
October
31
2.33
4.46
6.79
5.88
November
30
1.06
4.32
5.38
1.52
December
31
0.46
4.46
4.92
3.06
Totals:
365
34.09
52.56
86.65
54.34
Water Balance.xls Z8
,,,•.�N CARD''%,
Calculated
Maximum
Allowable
Irrigation
inches
0.12
1.06
0.47
4.72
4.28
3.56
4.56
1.38
5.54
0.91
3.86
1.86
Copied from Influent & Zones Setup Sheet:
Daily Flow = 2,963 gals/day
Zone 8 Area = 1.25 acres
Zone 8
Zone 8
Actual Used
Cummulative
Manual
Override
Maximum
Allowable
Irrigation
Maximum
Allowable
Irrigation
inches
inches
0.12
1.06
0.47
4.72
4.28
3.56
4.56
1.38
5.54
0.91
3.86
1.86
Calc. MAT Manual M.A.I. A.I. Used32.31
Design Irrigation
per Month
Monthly
Excess
inches
inches
2.79
-2.67
2.48
-1.42
2.75
-2.28
2.49
2.22
2.64
1.65
2.61
0.96
2.68
1.88
2.80
-1.43
2.54
3.00
2.77
-1.86
2.57
1.29
2.74
Storage Actual
Required for Monthly
Irrigation Irrigation Rate
Click the
"CALCULATE"
button after making
changes.
inches
inches
FYI
4.13
0.12
5.54
1.06
7.82
0.47
5.60�
4.72
3.96�
4.28
3.00l
3.56
1.12I
4.56
r 55
1.38
r
I 0.00
I 5.09
1.86
0.91
0.57
I 3.86
�__1_45 _
1.86
31.86 I �i 31.86
Maximum Monthly Storage Required for the Irrigation of Zone 8:
inches acres gallons
7.82 over 1.25 - 265,509
Version 5 December 2004
2.0Lo-7-�

Soils and Water Balance for Zone 9 Soils Series Information for Zone 9 Potential site limitations
Water table depth risk of Is bedrock <
Zone 9 Description: Series Name Drainage class (BLS) perching 60, BLS ? BLS = below land surface
Calculate Soil Drainage Norfolk well >3.0 low no
Step 1 Step 2 1 f x Ksat I�
n-situ saturated vertical Soil
Drainage
hydraulic conductivity Drainage
(Ksat) factor (f) Rate
in/hr inlday percent in/day
0.075 1.80 0.080 0.14
Note: Soils information
obtained from soils report by
Shaffer Soil Services, Inc.,
dated February 4, 2012
Month
Days per
month
PET
Zone 9
Soil
Drainage
Zone 9
Total
Loss
Precip
inches
inches
inches
inches
January
31
0.27
4.46
4.74
4.62
February
28
0.48
4.03
4.51
3.44
March
31
1.24
4.46
5.70
5.23
April
30
2.50
4.32
6.82
2.10
May
31
4.16
4.46
8.62
4.34
June
30
5.46
4.32
9.78
6.22
July
31
6.27
4.46
10.73
6.17
August
31
5.76
4.46
10.22
8.84
September
30
4.13
4.32
8.45
2.91
October
31
2.33
4.46
6.79
5.88
November
30
1.06
4.32
5.38
1.52
December
31
0.46
4.46
1 4.92
3.06
Totals:
365
34.09
52.56
86.65
54.34
Water Balance.xls Z9
,,,•.�N CARO�'�%,
ESSIpN'`ti.9
Calculated
Maximum
Allowable
Irrigation
inches
0.12
1.06
0.47
4.72
4.28
3.56
4.56
1.38
5.54
0.91
3.86
1.86
Copied from Influent & Zones Setup Sheet:
Daily Flow = 2,370 gals/day
Zone 9 Area = 1.00 acres
Zone 9
Zone 9
Actual Used
Cummulative
Manual
Override
Maximum
Allowable
Irrigation
Maximum
Allowable
Irrigation
inches
inches
0.12
1.06
0.47
4.72
4.28
3.56
4.56
1.38
5.54
0.91
3.86
1.86
Calc. MA.I. Manual M.A.I. .A.32.31
I. Used
Design Irrigation
per Month
Monthly
Excess
inches
inches
2.79
-2.67
2.48
-1.42
2.75
-2.28
2.49
2.22
2.64
1.65
2.61
0.96
2.68
1.88
2.80
.1.43
2.54
3.00
2.77
-1.86
2.57
1.29
2.74
Storage Actual
Required for Monthly
Irrigation Irrigation Rate
Click the
"CALCULATE"
button after making
changes.
inches
inches
FYI
4.13
0.12
5.54
1.06
7.82
0.47
5.60�
4.72
3.96�
4.28
3.00l
3.56
1.12I
4.56
r2.55i
1.38
r
I 0.00
I 5.09
1.86
0.91
0.57
I 3.86
�__1_45 _�
1.86
31.86 I �i 31.86
Maximum Monthly Storage Required for the Irrigation of Zone 9:
inches acres gallons
7.82 over 1.00 = 212,407
Version 5 December 2004
L U 7-6

Soils and Water Balance for Zone 10 Soils Series Information for Zone 10 Potential site limitations
Water table depth risk of Is bedrock <
Zone 10 Description: Series Name Drainage class (BLS) perching 60" BLS ? BLS = below land surface
Calculate Soil Drainage Goldsboro mod well 2.0-3.0 low no
Step 1 Step 2 f x Ksat I�
n-situ saturated vertical Soil E
Drainage
hydraulic conductivity Drainage
(Ksat) factor (f) Rate
in/hr i�nlda�y percent in/day
0.041 I 0.98 I 0.100 0.10
Note: Soils information
obtained from soils report by
Shaffer Soil Services, Inc.,
dated February 4, 2012
Month
Days per
month
PET
Zone 10
Soil
Drainage
Zone 10
Total
Loss
Precip
inches
inches
inches
inches
January
31
0.27
3.05
3.32
4.62
February
28
0.48
2.76
3.23
3.44
March
31
1.24
3.05
4.29
5.23
April
30
2.50
2.95
5.45
2.10
May
31
4.16
3.05
7.21
4.34
June
30
5.46
2.95
8.41
6.22
July
31
6.27
3.05
9.32
6.17
August
31
5.76
3.05
8.81
8.84
September
30
4.13
2.95
7.08
2.91
October
31
2.33
3.05
5.38
5.88
November
30
1.06
2.95
4.01
1.52
December
31
0.46
1 3.05
3.51
3.06
Totals:
365
34.09
35.92
70.01
54.34
Water Balance.xls Z10
CA
Q oEEs
Calculated
Maximum
Allowable
Irrigation
inches
0.00
0.00
0.00
3.35
2.87
2.19
3.14
0.00
4.17
0.00
2.49
0.44
Copied from Influent & Zones Setup Sheet:
Daily Flow = 1,998 gals/day
Zone 10 Area = 1.46 acres
Zone 10
Zone 10
Actual Used
Cummulative
Manual
Override
Maximum
Allowable
Irrigation
Maximum
Allowable
Irrigation
inches
inches
0.00
0.00
0.00
3.35
2.87
2.19
3.14
0.00
4.17
0.00
2.49
0.44
Calc. MA.I. Manual M.A.I. M.A.I. UsEd�=]
Design Irrigation
per Month
Monthly
Excess
inches
inches
1.61
-1.61
1.43
-1.43
1.59
-1.59
1.44
1.91
1.52
1.35
1.50
0.69
1.55
1.601
1.62
-.62
1.47
2.71
1.60
-1.60
1.48
1.01
1.58
1.14
Storage Actual
Required for Monthly
Irrigation Irrigation Rate
Click the
"CALCULATE"
button after making
changes.
inches
inches
FYI
3.34
0.00
4.78
0.00
6.36I
0.00
4.46
3.35
3.11�
2.87
2.42l
2.19
0.83I
3.14
, 44
0.00
r
I 0.00
I 3.91
1.60
0.00
0.59
I 2.49
73 I__1__J
0.44
18.40 'a18.40
Maximum Monthly Storage Required for the Irrigation of Zone 10:
inches acres gallons
s.36 over 1.4s - 252,261 -
Version 5 December 2004
ULD-7-6

Soils and Water Balance for Zone 11
Zone 11 Description:
Calculate Soil Drainage
Step 1 j Step 2 1 f x Ksat
n-situ saturated vertical Soil
Drainage
hydraulic conductivity factor (f) Drainage
(Ksat) Rate
in/hr inlday percent in/day
:i]Uib� Itilf:Ii71 t�]URI�71t�71'it3!
Note: Soils information
obtained from soils report by
Shaffer Soil Services, Inc.,
dated February 4, 2012
Zone 11
Zone 11
Days per
Month
PET
Soil
Total
Precip
month
Drainage
Loss
inches
inches
inches
inches
January
31
0.27
4.46
4.74
4.62
February
28
0.48
4.03
4.51
3.44
March
31
1.24
4.46
5.70
5.23
April
30
2.50
4.32
6.82
2.10
May
31
4.16
4.46
8.62
4.34
June
30
5.46
4.32
9.78
6.22
July
31
6.27
4.46
10.73
6.17
August
31
5.76
4.46
10.22
8.84
September
30
4.13
4.32
8.45
2.91
October
31
2.33
4.46
6.79
5.88
November
30
1.06
4.32
5.38
1.52
December
31
0.46
4.46
4.92
3.06
Totals:
365 34.09 52.56
86.65
54.34
Soils Series Information for Zone 11 Potential site limitations
Water table depth risk of Is bedrock <
Series Name Drainage class (BLS) perching 60" BLS ? BLS = below land surface
Norfolk well >3.0 low no
Copied from Influent & Zones Setup Sheet:
Daily Flow = 3,389 gals/day
Zone 11 Area = 1.43 acres
Zone 11 Zone 11
Calculated
Maximum
Allowable
Irrigation
Manual
Override
Maximum
Allowable
Irrigation
Actual Used
Maximum
Allowable
Irrigation
inches
inches
inches
0.12
0.12
1.06
1.06
0.47
0.47
4.72
4.72
4.28
4.28
3.56
3.56
4.56
4.56
1.38
1.38
5.54
5.54
0.91
0.91
3.86
3.86
1.86
1.86
r-RMnual M.A.I. I M.A.I. Used
Cummulative
Storage
Actual
Required for
Monthly
Design Irrigation
Monthly
Irrigation
Irrigation Rate
per Month
Excess
Click the
"CALCULATE"
button after making
changes.
inches
inches
inches
inches
FYI
2.79
-2.67
4.13
0.12
2.48
-1.42
1 5.54
1.06
2.75
-2.28
��
0.47
2.49
2.22
5.660
4.72
2.64
1.65
3.996
4.28
2.61
0.96
3.000
3.56
2.68
1.88
1.12
4.56
2.80
-1.43
r 2.55
t 1.38
2.54
3.00
I 0.00
r
I 5.09
2.77
-1.86
1 1.86
j 0.91
2.57
1.29
I 0.57
I 3.86
2.74 0.88 L t.45- -1 1.66
31.86 ,i 31.86
Maximum Monthly Storage Required for the Irrigation of Zone 11:
inches acres gallons
7.82 over 1.43 = 303,743
Version 5 December 2004
Water Balance.xls Z11
i

Soils and Water Balance for Zone 12
Zone 12 Description:
Calculate Soil Drainage
Step 1 j Step 2 1 f x Ksat
n-situ saturated vertical Soil
Drainage
hydraulic conductivity factor (f) Drainage
(Ksat) Rate
in/hr inlday percent in/day
:i]Uib� Itilf:Ii71 t�]URI�71t�71'it3!
Note: Soils information
obtained from soils report by
Shaffer Soil Services, Inc.,
dated February 4, 2012
Zone 12
Zone 12
Days per
Month
PET
Soil
Total
Precip
month
Drainage
Loss
inches
inches
inches
inches
January
31
0.27
4.46
4.74
4.62
February
28
0.48
4.03
4.51
3.44
March
31
1.24
4.46
5.70
5.23
April
30
2.50
4.32
6.82
2.10
May
31
4.16
4.46
8.62
4.34
June
30
5.46
4.32
9.78
6.22
July
31
6.27
4.46
10.73
6.17
August
31
5.76
4.46
10.22
8.84
September
30
4.13
4.32
8.45
2.91
October
31
2.33
4.46
6.79
5.88
November
30
1.06
4.32
5.38
1.52
December
31
0.46
4.46
4.92
3.06
Totals:
365 34.09 52.56
86.65
54.34
Soils Series Information for Zone 12 Potential site limitations
Water table depth risk of Is bedrock <
Series Name Drainage class (BLS) perching 60" BLS ? BLS = below land surface
Norfolk well >3.0 low no
Copied from Influent & Zones Setup Sheet:
Daily Flow = 2,915 gals/day
Zone 12 Area = 1.23 acres
Zone 12 Zone 12
Calculated
Maximum
Allowable
Irrigation
Manual
Override
Maximum
Allowable
Irrigation
Actual Used
Maximum
Allowable
Irrigation
inches
inches
inches
0.12
0.12
1.06
1.06
0.47
0.47
4.72
4.72
4.28
4.28
3.56
3.56
4.56
4.56
1.38
1.38
5.54
5.54
0.91
0.91
3.86
3.86
1.86
1.86
r-RMnual M.A.I. I M.A.I. Used
Cummulative
Storage
Actual
Required for
Monthly
Design Irrigation
Monthly
Irrigation
Irrigation Rate
per Month
Excess
Click the
"CALCULATE"
button after making
changes.
inches
inches
inches
inches
FYI
2.79
-2.67
4.13
0.12
2.48
-1.42
1 5.54
1.06
2.75
-2.28
��
0.47
2.49
2.22
5.660
4.72
2.64
1.65
3.996
4.28
2.61
0.96
3.000
3.56
2.68
1.88
1.12
4.56
2.80
-1.43
r 2.55
t 1.38
2.54
3.00
I 0.00
r
I 5.09
2.77
-1.86
1 1.86
j 0.91
2.57
1.29
I 0.57
I 3.86
2.74 0.88 L t.45- -1 1.66
31.86 ,i 31.86
Maximum Monthly Storage Required for the Irrigation of Zone 12:
inches acres gallons
7.82 over 1.23 = 261,261
Version 5 December 2004
Water Balance.xls Z12
2OLP -7 - i

Soils and Water Balance for Zone 13
Zone 13 Description:
Calculate Soil Drainage
Step 1 j Step 2 1 f x Ksat
n-situ saturated vertical Soil
Drainage
hydraulic conductivity factor (f) Drainage
(Ksat) Rate
in/hr inlday percent in/day
:i]Uib� Itilf:Ii71 t�]URI�71t�76t3!
Note: Soils information
obtained from soils report by
Shaffer Soil Services, Inc.,
dated February 4, 2012
Zone 13
Zone 13
Days per
Month
PET
Soil
Total
Precip
month
Drainage
Loss
inches
inches
inches
inches
January
31
0.27
4.46
4.74
4.62
February
28
0.48
4.03
4.51
3.44
March
31
1.24
4.46
5.70
5.23
April
30
2.50
4.32
6.82
2.10
May
31
4.16
4.46
8.62
4.34
June
30
5.46
4.32
9.78
6.22
July
31
6.27
4.46
10.73
6.17
August
31
5.76
4.46
10.22
8.84
September
30
4.13
4.32
8.45
2.91
October
31
2.33
4.46
6.79
5.88
November
30
1.06
4.32
5.38
1.52
December
31
0.46
4.46
4.92
3.06
Totals:
365 34.09 52.56
86.65
54.34
Water Balance.xls Z13
man
P. CAP!
'rrrnunrr"
7-6
Soils Series Information for Zone 13 Potential site limitations
Water table depth risk of Is bedrock <
Series Name Drainage class (BLS) perching 60" BLS ? BLS = below land surface
Norfolk well >3.0 low no
Copied from Influent & Zones Setup Sheet:
Daily Flow = 5,190 gals/day
Zone 13 Area = 2.19 acres
Zone 13
Zone 13
Actual Used
Cummulative
Calculated
Maximum
Allowable
Irrigation
Manual
Override
Maximum
Allowable
Irrigation
Maximum
Allowable
Irrigation
inches
inches
inches
0.12
0.12
1.06
1.06
0.47
0.47
4.72
4.72
4.28
4.28
3.56
3.56
4.56
4.56
1.38
1.38
5.54
5.54
0.91
0.91
3.86
3.86
1.86
1.86
r-RMnual M.A.I. I M.A.I. Used
Design Irrigation
per Month
Monthly
Excess
inches
inches
2.79
-2.67
2.48
-1.42
2.75
-2.28
2.49
2.22
2.64
1.65
2.61
0.96
2.68
1.88
2.80
-1.43
2.54
3.00
2.77
-1.86
2.57
1.29
2.74
0.88
31.86
Storage Actual
Required for Monthly
Irrigation Irrigation Rate
Click the
"CALCULATE"
button after making
changes.
inches
inches
FYI
4.13
0.12
5.54
1.06
F 7 '!
0.47
5.660
4.72
3.996
4.28
3.000
3.56
1.12
4.56
r 2.55
t 1.3838
I 0.00
r
I 5.09
1.86j
0.91
L 0.577
3.86
L 1.45 1.66
,a 31.66
Maximum Monthly Storage Required for the Irrigation of Zone 13:
inches acres gallons
7.82 over 2.19 = 465,172
Version 5 December 2004

Soils and Water Balance for Zone 14E
Zone 14E Description:
Calculate Soil Drainage
Step 1 j Step 2 1 f x Ksat
In -situ saturated vertical Soil
Drainage
hydraulic conductivity Drainage
(Ksat) factor (f) Rate
in/hr in/day percent in/day
0.081 1.94 0.080 0.16
Note: Soils information
obtained from soils report by
Shaffer Soil Services, Inc.,
dated February 4, 2012
Zone 14E
Zone 14E
Days per
Month
PET
Soil
Total
Precip
month
Drainage
Loss
inches
inches
inches
inches
January
31
0.27
4.82
5.09
4.62
February
28
0.48
4.35
4.83
3.44
March
31
1.24
4.82
6.06
5.23
April
30
2.50
4.67
7.16
2.10
May
31
4.16
4.82
8.98
4.34
June
30
5.46
4.67
10.12
6.22
July
31
6.27
4.82
11.09
6.17
August
31
5.76
4.82
10.58
8.84
September
30
4.13
4.67
8.79
2.91
October
31
2.33
4.82
7.15
5.88
November
30
1.06
4.67
5.72
1.52
December
31
0.46
4.82
5.28
3.06
Totals:
365 34.09 56.76
90.86
54.34
Soils Series Information for Zone 14E Potential site limitations
Water table depth risk of Is bedrock <
Series Name Drainage class (BLS) perching 60" BLS ? BLS = below land surface
Norfolk well >3.0 low no
Goldshoro mod well 2.0-3.0 low no
Copied from Influent & Zones Setup Sheet:
Daily Flow = 36,775 gals/day
Zone 14E Area = 13.73 acres
Zone 14E
Zone 14E
Actual Used
Cummulative
Calculated
Maximum
Allowable
Irrigation
Manual
Override
Maximum
Allowable
Irrigation
Maximum
Allowable
Irrigation
inches
inches
inches
0.48
0.48
1.39
1.39
0.82
0.82
5.06
5.06
4.64
4.64
3.91
3.91
4.91
4.91
1.73
1.73
5.89
5.89
1.27
1.27
4.20
4.20
2.21
2.21
Manual M.A.I. I M.A.I. Used
EEEE�--�
Design Irrigation
per Month
Monthly
Excess
inches
inches
3.16
-2.68
2.80
-1.42
3.10
-2.28
2.82
2.24
2.98
1.66
2.94
0.96
3.03
1.89
3.17
-1.43
2.87
3.01
3.13
-1.86
2.90
1.30
3.10
0.88
36.01
Storage Actual
Required for Monthly
Irrigation Irrigation Rate
Click the
"CALCULATE"
button after making
changes.
inches
inches
4.12
0.48
5.54
1.39
F 7.882
0.82
5.558
5.06
3.992
4.64
2.996
3.91
4.91
r 2.50
t 1.73
I 0.00
r
I 5.38
1.866
1.27
L 0.566
4.20
t.44 L� --1 2.21 36.01 'a
Maximum Monthly Storage Required for the Irrigation of Zone 14E:
inches acres gallons
7.82 over 13.73 = 2,915,764
Version 5 December 2004
Water Balance.xls Z14E
?A2o-')-6

Soils and Water Balance for Zone 14W
Zone 14W Description:
Calculate Soil Drainage
Step 1 j Step 2 1 f x Ksat
In -situ saturated vertical Soil
Drainage
hydraulic conductivity Drainage
(Ksat) factor (f) Rate
in/hr inlday percent in/day
0.081 1.94 0.080 0.16
Note: Soils information
obtained from soils report by
Shaffer Soil Services, Inc.,
dated February 4, 2012
Zone 14W
Zone 14W
Days per
Month
PET
Soil
Total
Precip
month
Drainage
Loss
inches
inches
inches
inches
January
31
0.27
4.82
5.09
4.62
February
28
0.48
4.35
4.83
3.44
March
31
1.24
4.82
6.06
5.23
April
30
2.50
4.67
7.16
2.10
May
31
4.16
4.82
8.98
4.34
June
30
5.46
4.67
10.12
6.22
July
31
6.27
4.82
11.09
6.17
August
31
5.76
4.82
10.58
8.84
September
30
4.13
4.67
8.79
2.91
October
31
2.33
4.82
7.15
5.88
November
30
1.06
4.67
5.72
1.52
December
31
0.46
4.82
5.28
3.06
Totals:
365 34.09 56.76
90.86
54.34
Soils Series Information for Zone 14W Potential site limitations
Water table depth risk of Is bedrock <
Series Name Drainage class (BLS) perching 60" BLS ? BLS = below land surface
Norfolk well >3.0 low no
Goldshoro mod well 2.0-3.0 low no
Copied from Influent & Zones Setup Sheet:
Daily Flow = 20,624 gals/day
Zone 14W Area = 7.70 acres
Zone 14W
Zone 14W
Actual Used
Cummulative
Calculated
Maximum
Allowable
Irrigation
Manual
Override
Maximum
Allowable
Irrigation
Maximum
Allowable
Irrigation
inches
inches
inches
0.48
0.48
1.39
1.39
0.82
0.82
5.06
5.06
4.64
4.64
3.91
3.91
4.91
4.91
1.73
1.73
5.89
5.89
1.27
1.27
4.20
4.20
2.21
2.21
Manual M.A.I. I M.A.I. Used
EEEE�--�
Design Irrigation
per Month
Monthly
Excess
inches
inches
3.16
-2.68
2.80
-1.42
3.10
-2.28
2.82
2.24
2.98
1.66
2.94
0.96
3.03
1.89
3.17
-1.43
2.87
3.01
3.13
-1.86
2.90
1.30
3.10
0.88
36.01
Storage Actual
Required for Monthly
Irrigation Irrigation Rate
Click the
"CALCULATE"
button after making
changes.
inches
inches
FYI
4.12
0.48
5.54
1.39
F 7.882
0.82
5.558
5.06
3.992
4.64
2.996
3.91
4.91
r 2.50
t 1.73
I 0.00
r
I 5.38
j 1.86
jj 1.27
L 0.566
4.20
t.44 L� --1 2.21 36.01 'a
Maximum Monthly Storage Required for the Irrigation of Zone 14W:
inches acres gallons
7.82 over ?•70 = 1,635,206
Version 5 December 2004
Water Balance.xls Z14W
ZOZO-7-6

Soils and Water Balance for Zone 15
Zone 15 Description:
Calculate Soil Drainage
Step 1 j Step 2 1 f x Ksat
n-situ saturated vertical Soil
Drainage
hydraulic conductivity factor (f) Drainage
(Ksat) Rate
in/hr inlday percent in/day
:i]Uib� Itilf:Ii71 t�]URI�71t�76t3!
Note: Soils information
obtained from soils report by
Shaffer Soil Services, Inc.,
dated February 4, 2012
Zone 15
Zone 15
Days per
Month
PET
Soil
Total
Precip
month
Drainage
Loss
inches
inches
inches
inches
January
31
0.27
4.46
4.74
4.62
February
28
0.48
4.03
4.51
3.44
March
31
1.24
4.46
5.70
5.23
April
30
2.50
4.32
6.82
2.10
May
31
4.16
4.46
8.62
4.34
June
30
5.46
4.32
9.78
6.22
July
31
6.27
4.46
10.73
6.17
August
31
5.76
4.46
10.22
8.84
September
30
4.13
4.32
8.45
2.91
October
31
2.33
4.46
6.79
5.88
November
30
1.06
4.32
5.38
1.52
December
31
0.46
4.46
4.92
3.06
Totals:
365 34.09 52.56
86.65
54.34
fES
0 0 =
Q
%'•:�HGINES ' • c:
•P....• P15 ;
'•�rrrr�rrrC'rA r��,
Water Balance.xls Z15 U LO _'7- 6
Soils Series Information for Zone 15 Potential site limitations
Water table depth risk of Is bedrock <
Series Name Drainage class (BLS) perching 60" BLS ? BLS = below land surface
Norfolk well >3.0 low no
Copied from Influent & Zones Setup Sheet:
Daily Flow = 1,730 gals/day
Zone 15 Area = 0.73 acres
Zone 15
Zone 15
Actual Used
Cummulative
Calculated
Maximum
Allowable
Irrigation
Manual
Override
Maximum
Allowable
Irrigation
Maximum
Allowable
Irrigation
inches
inches
inches
0.12
0.12
1.06
1.06
0.47
0.47
4.72
4.72
4.28
4.28
3.56
3.56
4.56
4.56
1.38
1.38
5.54
5.54
0.91
0.91
3.86
3.86
1.86
1.86
r-RMnual M.A.I. I M.A.I. Used
Design Irrigation
per Month
Monthly
Excess
inches
inches
2.79
-2.67
2.48
-1.42
2.75
-2.28
2.49
2.22
2.64
1.65
2.61
0.96
2.68
1.88
2.80
-1.43
2.54
3.00
2.77
-1.86
2.57
1.29
2.74
0.88
31.86
Storage Actual
Required for Monthly
Irrigation Irrigation Rate
Click the
"CALCULATE"
button after making
changes.
inches
inches
FYI
4.13
0.12
5.54
1.06
F 7 '!
0.47
5.660
4.72
3.996
4.28
3.000
3.56
1.12
4.56
r 2.55
, 1.3838
I 0.00
r
I 5.09
1.86j
0.91
L 0.577
3.86
L 1.45 1.66
,a 31.66
Maximum Monthly Storage Required for the Irrigation of Zone 15:
inches acres gallons
7.82 over 0.73 = 1s5,0s7
Version 5 December 2004

Soils and Water Balance for Zone 16
Zone 16 Description:
Calculate Soil Drainage
Step 1 j Step 2 1 f x Ksat
In -situ saturated vertical Soil
Drainage
hydraulic conductivity Drainage
(Ksat) factor (f) Rate
in/hr inlday percent in/day
0.041 0.98 0.100 0.10
Note: Soils information
obtained from soils report by
Shaffer Soil Services, Inc.,
dated February 4, 2012
Zone 16
Zone 16
Days per
Month
PET
Soil
Total
Precip
month
Drainage
Loss
inches
inches
inches
inches
January
31
0.27
3.05
3.32
4.62
February
28
0.48
2.76
3.23
3.44
March
31
1.24
3.05
4.29
5.23
April
30
2.50
2.95
5.45
2.10
May
31
4.16
3.05
7.21
4.34
June
30
5.46
2.95
8.41
6.22
July
31
6.27
3.05
9.32
6.17
August
31
5.76
3.05
8.81
8.84
September
30
4.13
2.95
7.08
2.91
October
31
2.33
3.05
5.38
5.88
November
30
1.06
2.95
4.01
1.52
December
31
0.46
3.05
3.51
3.06
Totals:
365 34.09 35.92
70.01
54.34
,,r,urrrrrrrur,q'
,•�`.�N CARD'%,
N '•
9�
Soils Series Information for Zone 16 Potential site limitations
Water table depth risk of Is bedrock <
Series Name Drainage class (BLS) perching 60" BLS ? BLS = below land surface
mod well 2.0-3.0 low no
Copied from Influent & Zones Setup Sheet:
Daily Flow = 1,711 gals/day
Zone 16 Area = 1.25 acres
Zone 16
Zone 16
Actual Used
Cummulative
Calculated
Maximum
Allowable
Irrigation
Manual
Override
Maximum
Allowable
Irrigation
Maximum
Allowable
Irrigation
inches
inches
inches
0.00
0.00
0.00
0.00
0.00
0.00
3.35
3.35
2.87
2.87
2.19
2.19
3.14
3.14
0.00
0.00
4.17
4.17
0.00
0.00
2.49
2.49
0."
0.44
Design Irrigation
per Month
Monthly
Excess
inches
inches
1.61
-1.61
1.43
-1.43
1.59
-1.59
1.44
1.91
1.52
1.35
1.50
0.69
1.55
1.60
1.62
-1.62
1.47
2.71
1.60
-1.60
1.48
1.01
1.58
1.14
c. M.A.I. Manual M.A.I. M.A.I. Used Calcs.
Storage Actual
Required for Monthly
Irrigation Irrigation Rate
Click the
"CALCULATE"
button after making
changes.
inches
inches
FYI
3.34
0.00
4.78
0.00
F 6.336
0.00
4.446
3.35
3.111
2.87
2.442
2.19
0.83
3.14
r 2.44
t 0.0000
I 0.00
r
I 3.91
j 1.60
j 0.00
0.599
2.49
L 1.73- -1 0.44
'a18.40
Maximum Monthly Storage Required for the Irrigation of Zone 16:
inches acres gallons
6.36 over 1.25 = 215,977
Version 5 December 2004
Water Balance.xls Z16
20to-1-t

Soils and Water Balance for Zone 17
Zone 17 Description:
Calculate Soil Drainage
Step 1 j Step 2 1 f x Ksat
n-situ saturated vertical Soil
Drainage
hydraulic conductivity factor (f) Drainage
(Ksat) Rate
in/hr inlday percent in/day
a]ULx� Itilf�k71 t�]URI�71t�1t�k3
Note: Soils information
obtained from soils report by
Shaffer Soil Services, Inc.,
dated February 4, 2012
Zone 17
Zone 17
Days per
Month
PET
Soil
Total
Precip
month
Drainage
Loss
inches
inches
inches
inches
January
31
0.27
2.56
2.83
4.62
February
28
0.48
2.31
2.79
3.44
March
31
1.24
2.56
3.80
5.23
April
30
2.50
2.48
4.97
2.10
May
31
4.16
2.56
6.72
4.34
June
30
5.46
2.48
7.93
6.22
July
31
6.27
2.56
8.82
6.17
August
31
5.76
2.56
8.32
8.84
September
30
4.13
2.48
6.60
2.91
October
31
2.33
2.56
4.89
5.88
November
30
1.06
2.48
3.54
1.52
December
31
0.46
2.56
3.02
3.06
Totals:
365 34.09 30.13
64.23
54.34
CA '
ES
Soils Series Information for Zone 17 Potential site limitations
Water table depth risk of Is bedrock <
Series Name Drainage class (BLS) perching 60" BLS ? BLS = below land surface
Lynchburg spoorly 1.5-<2.0 low no
Copied from Influent & Zones Setup Sheet:
Daily Flow = 922 gals/day
Zone 17 Area = 0.82 acres
Zone 17
Zone 17
Actual Used
Cummulative
Calculated
Maximum
Allowable
Irrigation
Manual
Override
Maximum
Allowable
Irrigation
Maximum
Allowable
Irrigation
inches
inches
inches
0.00
0.00
0.00
0.00
0.00
0.00
2.87
2.87
2.38
2.38
1.72
1.72
2.65
2.65
0.00
0.00
3.70
3.70
0.00
0.00
2.02
2.02
0.00
0.00
Manual M.A.I. I M.A.I. Used
Design Irrigation
per Month
Monthly
Excess
inches
inches
1.33
-1.33
1.18
-1.18
1.30
-1.30
1.18
1.69
1.25
1.13
1.24
0.48
1.27
1.38
1.33
-1.33
1.21
2.49
1.31
-1.31
1.22
0.80
1.30
-1.30
Calcs.
Storage Actual
Required for Monthly
Irrigation Irrigation Rate
Click the
"CALCULATE"
button after making
changes.
inches
inches
FYI
3.14
0.00
4.32
0.00
F 5.662
0.00
3.994
2.87
2.881
2.38
2.333
1.72
0.95
2.65
r 2.28
, 0.0000
I 0.00
r
I 3.48
j 1.31
j 0.00
0.522
2.02
L t.82- -1 0.00
'a 15.12
Maximum Monthly Storage Required for the Irrigation of Zone 17:
inches acres gallons
s.6z over o.sz = 1zs,z3s
Version 5 December 2004
Water Balance.xls Z17
fuu-I-6

Zonal Storage Summations OBJECT: To calculate the minimum wet weather storage required for a multiple zoned spray irrigation site.
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Water Balance.xls Zonal Sums Version 5 December 2004

Minimum Required Storage (gallons) ---------- I- 8,570,560
Minimum Star 8,570,580 gallons divided by 99,080 d = I days
FYI FYI Minimum
Re uired Stora e
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6000
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Water Balance.xls Zonal Sums Version 5 December 2004

5larr, r Soil Services, Inc.
685 Smilb d Road
Pittsboro, NC 21312
slrM
[phone]
THE PORK COMPANY, INC.
VILLARI LIVESTOCK PROCESSING FACILITY
PERMIT NO, WQ0016376
DUPLIN COUNTY, N.C.
FEBRUARY 5, 2012
SOIL AND HYDRAULIC CONDUCTIVITY STUDY
EXISTING AND PROPOSED NEW IRRIGATION FIELDS

�hojfer soil ,Serviu Inc;.
685 son ord Roctcl
Pittsboro, NC 27312
919--542--580.3
sha - ersoils@ Qrnoil. com
February 4, 2012
Mr. Sam Villari
The Pork Company, Inc.
892 Penny Branch Road
Warsaw, NC 28398
Subject: Proposed Spray Irrigation System Hydraulic Expansion
Permit WQ0016376
S&1 Villari Livestock Processing Facility
0uplin County, NC
This report discusses the findings of the field and data evaluation that was conducted at the subject
permitted facility. The purpose of the evaluation was to determine if additional wastewater flow could
be permitted on the site. A proposal for such was agreed upon, which included a thorough review of
the past 3 years of system monitoring data including soils, monitoring wells, and wastewater effluent
quality and quantity. Subsequent to the proposal, Mr. Villari added that several small areas currently not
being irrigated should be evaluated for possible irrigation capacity.
The first step consisted of review of company wastewater records. These records were presented by
Gerald Matthews, the Operator in Responsible Charge (ORC) for the wastewater system. I would like to
thank Gerald for his help during this study. The records are very well maintained, complete, and orderly
and made the data review very easy to perform. I also appreciate Gerald helping me with site and
system orientation and questions. His support was invaluable for this phase. Summary tables for the
data are located in Appendix 1.
GENERAL COMMENTS CONCERNING THIS WASTEWATER SYSTEM
This section offers comments based on the data review for the system.
1) The wastewater quality shows plant available nitrogen averaging 0.95 pounds per thousand
gallons, or about 114 mg/L of plant available nitrogen. This level of nitrogen indicates less than
adequate wastewater treatment, and therefore is limiting the amount of wastewater that can
be applied to the fields. The permit limit allows 300 Hounds plant available nitrogen per acre for
hermudagrass and another 50 pounds for the winter cover crop, for a total of 350. The records
review shows that this amount is consistently being applied, which equates to an average yearly
flow in incites of 13.14 inches of wastewater. The solid set field is permitted for 45.33 inches per
year. With increased wastewater treatment, a tremendous flow increase could be gained on the
solid set area without any irrigation system expansion, The center pivot field is currently only

permitted at 16 inches per year, and thus could receive additional wastewater flow to some
degree. However, the data below supports a large Increase in volume to the center pivot field,
should the wastewater nitrogen be reduced accordingly.
The wastewater phosphorus level is at 26.34 pounds of phosphorus per thousand gallons. While
the permit does not have a phosphorus limit, this is a very high phosphorus load to the fields.
No additional fertilizer phosphorus should ever be added. Phosphorus is mainly only a concern
in very sandy soils and areas of soil surface erosion, such as row crops. Neither of these
situations occurs at this site, and thus phosphorus loss and the negative environmental
consequences therein are expected to be minimal. A table in Appendix 1 is provided showing
the summary of plant available nitrogen and phosphorus calculations for 2010 and 2011.
Effluent characteristics are consistent for lagoon -treated wastewater.
2) The soils data were reviewed forthe most recent year. A tabular data copy of the summary is
found in Appendix 1 along with the monitoring well summary. The soils data supports the use of
agricultural lime in all zones except zones 2 and 12. Also note that the monitoring well pH is low
which reflects somewhat the low soil pH. Nutrients overall appear in decent balance. No
phosphorus or nitrogen should ever be added to the fields above that which comes from the
wastewater. The zinc levels in all zones rate as very high, but of particular note is the zinc levels
in zones 12, 13, and 14a. White these do not reflect any level of regulatory noncompliance, they
are worth monitoring for crop health issues. yearly soil sampling is adequate to continue this
monitoring. The exchangeable sodium percentage (ESP) as required in the permit was
calculated. This data shows in the summary. There is no regulatory threshold for this parameter.
The action level is 10 percent, and all fields are well below that except zone 2. This high level for
zone 2 at 16.2 percent indicates that this field has had some additional sodium applications at
some point. Repeated sampling will help track this condition. If repeated samples show a high
ESP, the use of this field should be reduced.
3) Groundwater monitoring well data is summarized in tabular form in Appendix 1. The table uses
pink highlights where levels of noncompliance or concern have occurred.
a. The most consistent parameter for noncompliance is pH. This should be aided by the
lime amendment to the soils as suggested above.
b. There are erratic fecal coliform violations and 1 nitrate violation, along with several
other higher nitrate levels that are highlighted in pink. The ORC is aware of these issues
and is taking matters to address them. They are not specifically indicative of
overapplication of wastewater or inability of the soils to handle the effluent. They are
likewise not chromic and do not indicate system malfunction.
SOILS AND CONDUCTIVITY MEASUREMENTS
The second component of the study was conducted by field mapping the soils on the property- both the
areas currently under irrigation and the areas that potentially could receive irrigation. A copy of the soils
maps are found in Appendix 2. Also included is a copy of the USDA Web Soil Survey Map for this area,
with legend. Following the web soil survey maps are the official soil series descriptions from USDA for
the soils proposed for wastewater irrigation.

The soils are in the fine loamy soil catena and range from the well -drained Norfolk soils to the very
poorly drained Pantego soils, Both the poorly drained Rains soils and very poorly drained Pantego soils
are not currently under irrigation nor are proposed to be placed under irrigation as the rules permitting
wastewater irrigation (2T) do not allow this. One small site north of the existing wastewater lagoon
consists of fill material from the original fine -loamy soils
Under each soil map unit, saturated hydraulic conductivity (hereafter referred to as "Ksat") studies were
performed to assess the site's potential for water movement from the additional wastewater.
Each new area studies will be discussed individually, with supporting data. The site specific map for each
proposed area follows the written section, All new areas discussed below are suitable for wastewater
application with the prescribed rates and agronomic practices.
The data from the conductivity measurements is used along with other site parameters to compose the
site's hydraulic budget, or water balance. The water balance tool is located in Appendix 5. It defines the
scope of water application for the entire project, along with specific inputs for each field based on soil
type and the measured conductivity. It is the data located in each of zones 1 through 5 that will be
shown below to support increasing the site's capacity.
NEW AREA I
To the northwest of the center pivot exists an area with irrigation potential. The soils in this area are
mainly in the Lynchburg soil series. Seasonal high water table across this area ranges from 18 to 25
inches. There is a small area within this unit where the soils are sandier and better drained than typical
for Lynchburg soils (Foreston soils). This area is not significant enough in area to warrant a separate field
or irrigation unit. Soil field descriptions are found in Appendix 3.
Because these soils have seasonal wetness within 18-25 inches during the wettest times of the year,
special caution must he used when irrigating this area. Wet season irrigation must be for very brief
periods and dependent on the soil moisture status. Shallow groundwater level monitoring with a
piezometer or moisture sensor will aid in irrigation decision -making. This area Is best suited to heavier
application volumes during the warm season when evaporation is at the highest and the seasonal water
table is typically at the lowest.
Three Ksat readings were performed in this area. They are summarized below, Detailed Ksat data are
found in Appendix 4 which shows field details for each new proposed irrigation area.
AREA
Ksat Test Il
Ksat Reading
(in/hr)
K sat for design
(in/hr)
Comments
1
1
0.047
0.15
Mean of 1 and 2
2
0.267
3
2.26
Coarse loamy soils. Removed
high outlier

THE PORK COMPANY, INC.
VILLARI LIVESTOCK PROCESSING FACILITY
FEBRUARY 2, 2012
DETAIL SITE MAP -NEW AREA 1
SHAFFER SOIL SERVICES, INC.
LEGEND:
51-59 = Soil Boring Locations
K1-K3 = Ksat and soil boring locations (descriptions included in report)
ImagerYc�Z012-OU1 161oUe, USDA Fnrm tierv:cpA�sriny iv'3(7 dale C}2pt1 Goagl�

One test was a clear outlier and was performed in the sandier section of the field. The field tests
numbered 1 and 2 better reflect expected conductivity readings for Lynchburg soils, and these readings
are used for design.
This area is approximately 2.5 acres in size. Note that this area does not reflect potential wetted
irrigation area. This can only be obtained after an engineer performs the irrigation design layout. During
that phase, all required setbacks must be defined from the adjacent property lines and drainage ditches.
It Is premature at this point to perform this level of accuracy until it is decided that this site will be used.
At that time, GIS or survey work can overlay the irrigation design to determine final wetted acres.
Wetted acres will be used to determine actual irrigation volumes that can be permitted. The data
submitted here are for planning purposes, and assume 10D% of the soils are can be wetted. This is not
possible, as irrigation layout efficiencies are often in the 75-90% efficiency range. Assuming that 100% of
the area (2.5 acres) could be irrigated, this area would handle a yearly average wastewater flow of 32.42
inches which equates to a daily average of 6030 gallons per day on a 365-day per year basis.
The topsoil in this unit is fine sandy loam for a depth exceeding 12 inches. Slopes are level at 0-1
percent. This promotes very rapid infiltration. The wastewater application rate should not exceed 0.75
inches per hour, and preferably will be restrained to 0.6 inches per hour.
SUMMARY -NEW AREA 1
SOILS LYNCHBURG FINE SANDY LOAM, 04 SLOPES
AREA (TOTAL) 2.5 ACRES
POTENTIAL (MAXIMUM) WASTEWATER FLOW 6030 GALLONS PER DAY (32.42 IN/YR)
APPLICATION RATE --NOT TO EXCEED 0.75 INCHES PAR HOUR
NEW AREA 2
To the east of the above -ground storage tank is an area that is not receiving irrigation. The soils in this
area are in the Norfolk soil series, with no noted soil variation. Seasonal high water table across this area
ranges consistently deeper than 40 inches. Soil field descriptions are found in Appendix 3.
These soils are well drained on nearly level slopes of 0-1 percent. No seasonal restrictions are necessary.
Three Ksat readings were performed in this area. They are summarized below. Detailed Ksat data are
found in Appendix 2 which shows field details for each new proposed irrigation area.

THE PORK COMPANY, INC.
VILLARI LIVESTOCK PROCESSING FACILITY
FEBRUARY 2, 2012
DETAIL SITE MAP -NEW AREA 2
SHAFFER SOIL SERVICES, INC.
LEGEND:
S1-54 = Soil Boring Locations
1(4-1<6 = Ksat and soil boring locations (descriptions included in report)
.:i . - t-a ` - -'xt , f:f � !- }r.�'s •'S'F� 17+�F�+6r1�.,.•1�4i �,r j�"' '.
two.
st
�tia;�iY'�2a1�reUEy°r,l;4apdatr�F•?012t=•.wn�s•

AREA
Ksat Test 4
Ksat Reading
(in/hr)
K sat for design
(in/hr)
Comments
2
4
0.086
.075
Mean of 4 and S
5
0.063
6
0.353
Removed high outlier
One test was a clear outlier. The field tests numbered 4 and 5 better reflect expected conductivity
readings for Norfolk soils, and these readings are used for design.
This area is approximately 0.5 acres in size. Note that this area does not reflect potential wetted
irrigation area. This can only be obtained after an engineer performs the irrigation design layout. There
are no setbacks required in this area, as this section is closing a gap among other irrigation zones. At the
time of design, GIS or survey work can overlay the irrigation design to determine final wetted acres.
Wetted acres will be used to determine actual irrigation volumes that can be permitted. The data
submitted here are for planning purposes, and assume 100% of the soils are can be wetted. This is not
possible, as irrigation layout efficiencies are often in the 75-90% efficiency range. Assuming that 100% of
the area (0.5 acres) could be irrigated, this area would handle a yearly average wastewater flow of 32.26
inches which equates to a daily average of 1200 gallons per day on a 365-day per year basis.
The topsoil in this unit is fine sandy loam for a depth exceeding 12 inches, although several soil borings
show no E horizon and thus the Bt horizon may occur as shallow as 8-10 inches. Slopes are level at 0-1
percent. This promotes very rapid infiltration. The wastewater application rate should not exceed 0.6
inches per hour.
SUMMARY -NEW AREA 2
SOILS NORFOLK FINE SANDY LOAM, 0-1% SLOPES
AREA (TOTAL_} 0.5 ACRES
POTENTIAL (MAXIMUM) WASTEWATER FLOW 1200 GALLONS PER DAY (32.26 IN/YR)
APPLICATION RATE —NOT TO EXCEED 0.60 INCHES PER HOUR
NEW AREA 3
To the north of the above -ground storage tank is an area that is not receiving Irrigation in the field.
Furthermore, suitable soils continue to the west of the field into the wooded section. The soils In this
area are in the Goldsboro soil series with minor variations of coarse loamy (Foreston) soils. Seasonal
high water table across this area ranges from 26 to 40 inches. Soil field descriptions are found in
Appendix 3.
These soils are moderately well drained on nearly level to gentle sidesiopes of 1-4 percent. No seasonal
restrictions are necessary.

THE PORK COMPANY, INC.
VILLARI LIVESTOCK PROCESSING FACILITY
FEBRUARY 2, 2012
DETAIL SITE MAP -NEW AREA 3
SHAFFER SOIL SERVICES, INC.
LEGEND;
S1 S5 = Soil Boring Locations
KM9 = Ksat and soil boring locations (descriptions InclUded In report)

Three Ksat readings were performed in this area. They are summarized below. Detailed Ksat data are
found in Appendix 4 which shows field details for each new proposed irrigation area.
AREA
Ksat Test t#
Ksat Reading
(in/hr)
K sat for design
(in/hr)
Comments
3
7
0.036
.041
Mean of 7 and 8
8
0.047
9
0.11
Removed high outlier
One test was a clear outlier. The field tests numbered 7 and 8 better reflect expected conductivity
readings for Goldsboro soils, and these readings are used for design.
This area is approximately 1.1 acres in size. Note that this area does not reflect potential wetted
irrigation area. This can only be obtained after an engineer performs the irrigation design layout. There
are sethacks required in this area: to the west are wetland soils- these have been flagged with pink
flagging and are prepared for survey work should this area be used; to the north is a drainage ditch that
will require location and proper setback application. At the time of design, GIS or survey work can
overlay the irrigation design to determine final wetted acres. Wetted acres will be used to determine
actual irrigation volumes that can be permitted. The data submitted here are for planning purposes, and
assume 100% of the soils are can be wetted. This is not possible, as irrigation layout efficiencies are
often in the 75-90% efficiency range. Assuming that 100% of the area (1.1 acres) could be irrigated, this
area would handle a yearly average wastewater flow of 17.96 inches which equates to a daily average of
1470 gallons per day on a 365-day per year basis.
The topsoil in this unit is fine sandy loam for a depth exceeding 12 inches, although several soil borings
show no E horizon and thus the Bt horizon may occur as shallow as 8-10 inches. Slopes are gently
sloping at 1-4 percent. This promotes moderately rapid infiltration. The wastewater application rate
should not exceed 0.6 inches per hour.
SUMMARY -NEW AREA 3
SOILS GOLDSBORO FINE SANDY LOAM, 14% SLOPES
AREA (TOTAL] 1.1 ACRES
POTENTIAL (MAXIMUM) WASTEWATER FLOW 1470 GALLONS PER DAY (17.96 IN/YR)
APPLICATION RATE —NOT TO EXCEED 0.60INCHES PER HOUR

NEW AREA 4
To the north of the lagoon exists an area with irrigation potential. This area consists of fill material over
an original Lynchburg soil series. The fill material appears to be from 2 sources- the top 6-12 inches is
mixed A and B horizon material from fine loamy soils nearby, and underlying this material is a layer of
mostly topsoil (dark brown fine sandy loam and loamy fine sand) that may have been placed when the
lagoon was constructed. Fill material areas may be used for irrigation if separation to seasonal wetness
is maintained. Fill soils also have compaction and loss of soil structure that usually renders them more
slowly permeable than the parallel natural soils. Seasonal high water table across this area is estimated
at 30-40 inches. On the day of the site evaluation, seasonal wetness was noted at 48 to 54 inches in the
soil borings. Soil field descriptions are found in Appendix 3.
Because these soils have seasonal wetness within 30-40 inches during the wettest times of the year,
special caution must he used when irrigating this area, Wet season irrigation must be for very brief
periods and dependent on the soil moisture status, Shallow groundwater level monitoring with a
plezometer or moisture sensor will aid in irrigation decision -making. This area is best suited to heavier
application volumes during the warm season when evaporation is at the highest and the seasonal water
table is typically at the lowest.
Three Ksat readings were performed in this area. They are summarized below. Detailed Ksat data are
found in Appendix 4 which shows field details for each new proposed irrigation area.
AREA
Ksat Test f#
Ksat Reading
(in/hr)
K sat for design
(in/hr)
Comments
4
10
0.031
.043
Mean of 10 and 11
11
0.055
12
0.298
Removed high outlier
One test was a clear outlier. The field tests numbered 10 and 11 are consistent and better reflect
expected conductivity readings for fill soils, and these readings are used for design.
This area is approximately 1.3 acres in size. Note that this area does riot reflect potential wetted
irrigation area. This can only be obtained after an engineer performs the irrigation design layout. During
that phase, all required setbacks must be defined from the adjacent property lines and drainage ditches.
Property lines exist to the west of this area, and drainage ditches exist to the north and west of this
area. East of this area is wetland soils. Pink flags have been placed in the woods at the physical extent of
this mapping unit. it is premature at this point to perform this level of accuracy until it is decided that
this site will be used. At that time, GiS or survey work can overlay the irrigation design to determine final
wetted acres. Wetted acres will be used to determine actual irrigation volumes that can be permitted.
The data submitted here are for planning purposes, and assume 100% of the soils are can be wetted.
This is not possible, as irrigation layout efficiencies are often in the 75-90% efficiency range. Assuming
that 100% of the area (1.3 acres) could be irrigated, this area would handle a yearly average wastewater
flow of 15.1 inches which equates to a daily average of 1460 gallons per day on a 365-day per year basis.

THE PORK COMPANY, INC.
VILLARI LIVESTOCK PROCESSING FACILITY
FEBRUARY 2, 2012
DETAIL SITE MAP -NEW AREA 4
SHAFFER SOIL SERVICES, INC.
LEGEND:
S1—S5 = Soil Boring Locations
K10-K12 = Ksat and soil boring locations (descriptions included in report)
n
I
y t
n Se:y nc ay. f.4 jrdnta :,0t2000n!
Intagery 2012 DUta1Globe. GeoEy2, USDf) f�ii

The topsoil in this unit is loamy fine sand and fine sandy loam but is compacted for a depth exceeding 12
inches. Slopes are gently sloping at 1-4 percent. This promotes good infiltration, The wastewater
application rate should not exceed 0.5 inches per hour due to the lack of soil structure.
There is currently a monitoring well in this area. This well must be abandoned and replaced to use this
area for wastewater irrigation, Guidance on well location must be sought from the Division of Water
Quality.
SUMMARY -NEW AREA 4
SOILS FILL FROM FINE -LOAMY SURROUNDING SOILS, 1-4% SLOPES
AREA (TOTAL) 1.3 ACRES
POTENTIAL (MAXIMUM) WASTEWATER FLOW 1460 GALLONS PER DAY (15.1 IN/YR)
APPLICATION RATE —NOT TO EXCEED 0.5 INCHES PER HOUR
AREA 5
This consists of the existing center pivot field. it is currently permitted at an allowed maximum yearly
rate of 16 inches. The soils in this area are Norfolk and Goldsboro soils and support a much higher
volume of wastewater flow. Thus, the area was mapped and conductivity tests run.
Seasonal wetness occurs across the present center pivot area from 30 to over 40 inches during the
wettest times of the year. No seasonal restrictions are necessary.
Three Ksat readings were performed in this area. They are summarized below. Detailed Ksat data are
found in Appendix 4 which shows field details for each new proposed irrigation area.
AREA
Ksat Test #
Ksat Reading
(in/fir)
K sat for design
(in/hr)
Comments
Pivot Field
13
0.08
.081
Consistent data. Mean
14
0.055
15
.11
The field tests are consistent and the mean of these readings is used for design.
This area is 23.11 acres. It is currently permitted at a maximum loading of 16 inches peryear. This study,
pending the outcome of any further hydrogeologic study, supports the application of 35.67 inches per
year. Note, that although the current limit is 16 inches, that less than this amount is being applied
annually due to the permitted nitrogen loading issue.

THE PORK COMPANY, INC.
VILLARI LIVESTOCK PROCESSING FACILITY
FEBRUARY 2, 2012
DETAIL SITE MAP -AREA 5- CENTER PIVOT FIELD
SHAFFER SOIL SERVICES, INC.
LEGEND:
K13-K15 = Ksat and soil boring locations (descriptions included in report)
IV
s.,
K1'
y. y
' I
_i
J,
pn�gzryC32 — r fe, [1�DAF21 �.'3I c�aly J�p1', ooSi

SUMMARY -CENTER PIVOT FIELD EXPANSION - AREAS
SOILS GOLDSBORO AND NORFOLK FSL, 0-4 % SLOPES
AREA (TOTAL] 23.11 ACRES
POTENTIAL (MAXIMUM) WASTEWATER FLOW 61,320 GALLONS PER DAY * (35.67 INf YR)
APPLICATION RATE —NOT TO EXCEED 0.6 INCHES PER HOUR
* Some of this amount is already being applied; an average of 13.5 Inches per year = 29,620 GALLONS
PER DAY, FOR A NET GAIN OF 31,700 GALLONS PER DAY
AGRONOMIC CONSIDERATIONS
Current site management is shown to be adequate, with reasonable hay yields and harvest times. Except
for supplemental agricultural lime, no further supplemental nutrients are needed. Crop health is good
and weeds are minimal. Continued monitoring of ESP and zinc levels in select fields is warranted.
SUMMARY OF S ZONES AND OVERALL SUMMARY COMMENTS
Based on the soil hydraulic capacity, and pending any needed hydrogeologic study, the following table
shows the possible increase in hydraulic capacity for the proposed new irrigation zones and the increase
in the center pivot area. The solid set irrigation area cannot justify a hydraulic increase.
zONI-
AREA
(acres)
NET FLOW INCREASE
(gallons per day)
APPLICATION BATE
(inches/hoof)
1
2.5
6,030
0.75
2
0.5
1,200
0.6
3
1.1
1,470
0.6
4
1.3
1,460
0.5
5
23.11
31,700
0.6
Total
41,860
Summary Comments for Site:
1) The figures defined above are based on the hydroulic capacity of the soil. The use of these
numbers is only valid if no other parameters are exceeded,
2) All of the new areas are suitable for wastewater application at the rates defined above, pending
the results of any hydrogeologic studies that may be required. `File rates will be defined by the
wastewater nitrogen concentration until such time that nitrogen is low enough to warrant the
rates based on the soil's hydraulic capacity.
3) Currently, the wastewater effluent analysis shows nitrogen to be limiting for all areas. If New
zones 1 -4 are added for irrigation, the annual loading without additional wastewater treatment
will be limited to the nitrogen rate, which is approximately 13 inches per, year or 353,000 gallons
per acre per year. The estimated flow increase to these zones based on nitrogen limits is:

ZONE
NET FLOW INCREASE
(gallons per day)
1
2419
2
434
3
1064
4
12SS
5
0
Tutat
5224
4) A small percentage of new zone 4 and about 50% of new zone 3 are currently wooded. Irrigation
into woods is permissible, however, the rate would be based upon the nitrogen tree uptake rate
of a maximum of 70 pounds per acre per year, versus up to 350 pounds per acre per year for hay
crops. Thus, the net flow increase for zones 3 and 4 would further decrease if irrigation into the
woods is chosen,
5) The site has much potential for irrigation volume expansion but not without significant nitrogen
reduction in the wastewater effluent. A limited amount of increased wastewater application can
be gained by adding the 4 new zones.
G) Moving forward towards permitting these new areas will be an iterative process. Presently,
estimates are given for potential irrigation area based on soils. Irrigation layout and design will
impact the area. Also, a hydrogeologic study may or may not be required. This decision will be
made by DWQ. I strongly suggest that the first step in moving forward with your permitting be
a meeting between your engineer, myself, you and your staff, and both the regional office and
central office of DWQ. This meeting will spell out details of what additional site information
may be required. At such a meeting, we can also discuss future plans for the wastewater system.
In my experience, these meetings are considered pro -active by DWQ and they are supportive
towards your initiative of improving the wastewater system. otherwise, moving forward
without their input requires some educated guesses and results in less efficient use of your
resources.

nt my professional
on. The
tions
This report and attached maps and appendices
scientific principles and data oAect oIn`and interpretation. Soils
and calculations are based on acceptedp opinions and interpretations may
and hydraulic conductivities are natgelnot to be from this report as the use may be
, and differing occur. The attached maps and appendices a
misinterpreted.
ny. Please
ave
i appreciate the opportunity to performwate rbalance calculations srvice for your amay be necessary me if you l
ydep2ndingon the
any questions on this report. Follow-up
design factors used for the Irrigation expansion. I am glad to work with your other professional staff as
needed to bring your project to completion.
Sincerely,
Karl A. Shaffer, lY-://9
President-Shaffer Soil Services, Inc.
Attachments:
Appendix 1—The pork Company Data Summaries
Appendix 2 — Soil Maps
Appendix 3- Field Soil Descriptions
Appendix 4--Saturated hydraulic Conductivity Data Sheets and Data Calculations
Appendix 4- Water Balance Sheets
Invoice rn 011.3� ,
/.g

APPENDIX 1
DATA SUMMARIES FROM THE PORK COMPANY
ITEM PAG ES
Effluent I
Soils 2
Groundwater 4

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Irn
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lo 1 i

GroLEndwater
2011
Level
Fecal ColifoT n
TDS
pH
TOC
Cl
Ammonia
Nitrate
Total P
VOC
2010
Level
Fecal Colifornl
TDS
PH
TOC
Cl
Ammollia
Nitrate
Total P
VOC
2009
Level
Fecal Coliforrn
TDS
pH
TOG
01
Ammonia
Nitrate
Total P
VOC
DEPTHS (F`i )
MW1
MW2
MW3
MW4
IVIW5
MW6
MW7
MW8
STANDARDS
Fecal 1
TDS 500
pH 6.6 - 8.5
TUC 10
MW1 MW2
April AugUSt Dec April August Dec
1Q, 7 11,5
<1 48 <1
134
0.6 0.6
12 27
0.2 Q.2
0.74
0.04 0.04
MW1
April
August Dec
9
14.6
10.6
<1
3 <1
42
55
47
.... 4.ti�
7.6I.
1.2
1.2
0.8
16
15
11
0.2
0.2
0.2
0.95
0.77
0,79
0.04
0.05
0.04
ND
ND
non detect
MW1
April AL19Llst Dec
9
<1
J6
3.2
15
0.2
0.87
0.04
MW2
April
AugLISt DEG
10
14
10.5
<1
<1 <1
72
100
103
4_
7.84
21
34
27
0.2
0.2
0.2
3.24
5.82
7.86
0.04
0.09
0.04
ND
MW2
April August DC-c 8.6
<1
85
I1.. 81
2.6
21
0.2
0.2
0.04
ND
2009 Dec 2010 Apr
2010 Aug
2010 Dec 2011
Apr
AV(3
9
9
14.5
10.6
10.7
10.76
8.5
10
14
10.6
11.6
10.96
7
7.8
11
8.1
7.8
8.34
10
8.3
9.5
9.7
8.6
9.2
5
6.3
13
6.5
6.2
7.2
3
5.1
4
3.8
4.9
4.16
3
5
4
&5
4
3.9
8
0_8
5
8.8
8.8
7.88
several violations
Cl - 250
no violations
no violations
NH3-1500
no violations
many violations
Nitrate -10
110 violatlolls I)ut sQmo 6-9 Spikes
no violations
Total P
NA
ND

MW3
April August
7.8
<1
76
r 6.2
0.6
6
0.2
0.08
2.89
MW3
MW4
Doc April August
8.5
104
59
0.6
17
0.2
0.08
1.07
April
August Dea
7.6
11
8.08
<1
<1 <1
64
115
89
.4-t1f)1
7.19L
6.461
0.5
0.7
0.5
6
20
7
0.2
0.2
0.2
0.02
0.08
0.03
2.02
0.04
3.08
ND
MM
April August Dec
7
<1
87
j ,E:n41
0.7
4
0.2
0.02
2.14
ND
'k11►1T1y
Dec
April
August Dec
8.3
9.75
<1
<1 <1
110
79
142
4-1
7.42
0.8
0.5
0.7
19
5
13
0.2
0.2
0.2
0,04
0.02
0.08
0.29
2.48
4.47
ND
MW4
April August Dec
10
<1
101
I
-- 0.7
14
0.2
0.1
0.41
ND
c�n
r-

MW5
MW6
MW7
April
August Dec
April
August Dec
April
4
G.2
4.9
<1
<1
<1
212
179
69
5.1
0.5
0.5
5
J6
36
0.2
.2
0.2
0.2
0.05
i
0.02
1
1.02
1.06
MW5
MW6
MW7
April
April
August Dec
April
August Dec
G.3
13
f" - 0U6:_ -- <1
5.5
<1
5.1
_ 4
� � <1
�" J
3.75
<1
<1
64
- -
137
64
1G$
183
165
6.3
4
6.2
0.8
3.3
0.5
34
34
5
29
5
56
0.2
34
1.3
49
0.2
0.2
0.2
0.17
0.2
3
0.2
0.02
0.02
0.11
0.02
0.02
0.92
1.22
0.91
1.02
0.78
0.14
0.37
NDND
MW5
MW6
MW7
April
August Dec
April
August Dec
April
5
3
{1
<1
84
177
-
6.6
0.5
1
59
0.2
0.2
0.02
0.02
2.95
0.18
lei D
N D

MW8
August Dec
April
August Dec
8.8
127
33
0.2
J..rS.?i
0.31
MW8
August Dec
April
August Dec
4
3.5
8.8
5
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165
151
133
71
165
8.411
=5. $51
i _;i.:'1
7.8
0.9 -
0.9
3.4
6.3
3
46
34
40
5
35
0.2
0.3
0.2
0.2
0.2
0.02
0.05
6.56
0.07
5.99
0.04
0.68
0.68
0.6
0.04
ND
ND
MW8
August Dec
April
August Dec
3
$
< 1
5]
200
169
1.2
4.8
31
35
0.2
0,2
6.71
6.43
2.78
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ND
ND

APPENDIX 2
SOIL MAPS
Soil Map- Center Pivot Area
Soil Map — Solid Set Area
Web Soil Survey and Legend
Official Soil Series Descriptions;
Lynchburg series
Goldsboro series
Norfolk series

THE PORK COMPANY, INC:
VILLARI LIVESTOCK PROCESSING FACILITY
FEBRUARY 2, 2012
CENTER PIVOT FIELD- SOIL MAP
SHAFFER SOIL SERVICES, INC.
LEGEND:
Ra/Pa = Rains and Pantego soils
Ly = Lynchburg soils
Go = Goldsboro soils
NoA =Norfolk soils, 0-2% slopes
NoB =Norfolk soils, 2-6% slopes
* =Area with 18-20 inches topsoil removed (out of irrigation zone)
New 1 = New proposed irrigation field- Area }�
' t
Ly
hiew 1 NoA
` NoA1 i
R /a , -

THE PORK COMPANY, INC.
VILLARI LIVESTOCK PROCESSIN6 FACILITY
FEBRUARY 2, 2012
SOLID SETSETetNW kft=FIELD- SOIL MAP
SHAFFER SOIL SERVICES, INC.
LEGEND:
Ra = Rains soils
Ly = Lynchburg soils
Go = Goldsboro soils
NoA =Norfolk soils, 0-2% slopes
NoB =Norfolk soils, 2-6% slopes
** =Area where new parking lot has been established
New 2 = New proposed irrigation field- Area 2
New 3 = New proposed irrigation field- Area 3
New 4 = New proposed irrigation field- Area 4
s-is'-'; � �• �, of '� - ��_ ��S f5
r � r
} +
+W `�� [=f-ry r t •
}
r '
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t
• 1jy�
Y .•- l�+�' �. + �• } fy. r its r•Sri0g9cy�i112 pin 1alGofG3oEye. U5DA'+•�:itE
NoA

35. 1' 0'
35' 0' 7'
Soil Map—Duplin County, North Carolina
rr
n
4
M1
M1
1apStafe: U,Mifprinted onAstrel8.6`xIII sheA
�.1e,ers
A n so ,no zoo aoa
N Feet
0 3DD 600 ,.200 1.800
USDA Natural Resources Web Soil Survey
;K. I Conservation Service National Cooperative Soil Survey
35. 0, 69,
WOW
N
N ONr
,.Iq
2I3)2 2
Page 1 of 3 ,

MAP LEGEND
Area of Interest (AOI)
Area or Interest (AOI)
Soils
Sal Map Units
Special Paint Features
Blowout
® Borrow Pit
X Clay spot
♦ Closed Depression
1'
43
,114
k
OO
0
u
Gravel Pit
Gravelly Spot
Landfill
Lava flow
Marsh or swamp
Minc or Quarry
Mtisccuaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
Spoil Area
Stony Spot
Soil Map—Duplin County, North Carolina
rrn Very Stony Spot
y Wet Spot
Othcr
Special Line Features
Gully
Short Steep Slope
Other
Political Features
p Cities
Water Features
Streams and Canals
Transportation
4-F+ Rails
N Interstate Highways
�.. US Routes
Major Roads
Local Roads
MAP INFORMATION
Map Scale: 1:7,84D if printed on A size (8.5" x 11^) sheet.
The soil surveys that comprise your AOI were mapped at 1:24,D00
Warning; Soil Map may not be valid at this scale_
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of sail line
placement. The maps do not show the small areas of contrasting
soils that could have been shown at a more detailed scale.
Please rely on the bar scale on each map sheet for accurate map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: httpJlwebscilsurvey.nres.uscia.gov
Coordinate System: UTM Zone 17N NAD83
This product is generated from the USDA -MRCS certified data as of
the version date(s) listed below.
Soil Survey Area: Duplin County, North Carolina
Survey Area Data: Version 8, Aug 28, 2007
laate(s) aerial images were photographed: 71112006; 611612006
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident_
�I Natural Resources Web Soil Surrey 21312t?12
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map-Ouplin County, North Carolina
Map Unit Legend
auplln County, North Carolina (NC061)
Map Unit Symbol Map Unit Name Acres In AOI
BbA Bibb sandy loam, 0 to 1 percent slopes, frequently
15.1
__ _ _ Qooded 24.2
GoA Goldsboro loamy sand, 0 to 2 percent stapes T
0.4
M-W Miscellaneous kvater Marvyn and iS. 7
MCC i
d Gritney soils, 6 to 15 percent slopes — 73.
NoA Norfolk loamy sand, 0 to 2 percent slopes
_ 100.1
Nag Norfolk loamy sand, 2 to 6 percent slopes
2.3
W Water _ -
_ 232.7
Totals for Area of Interest — — —
Percent of AO1
6.5%
10.4%
0.2%
7.2%
31.7%
43.0%
1.0%
100,0%
2/312012
Web Soil Survey Page 3 of 3
i ;t» Natural ROSOUMeS Natlonal Cooperative Soil Survey
_5 Conservation 5ervlcs

-I A" UVIUAVI ILL
LOCATION LYNCHBURG SC+AL FL GA NC VA
Established Series
DJD-CMO:Rev.JAK
06/2008
LYNCHBURG SERIES
MLRA(s): 133A-Southern Coastal Plain, 153A-Atlantic Coast Flatwoods, I53B-Tidewater Area
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Raleigh, North Carolina
Depth Class: Very deep
Drainage Class (Agricultural): Somewhat poorly drained
Internal Free Water Occurrence: Shallow, common
Flooding Frequency and Duration: None
Ponding Frequency and Duration: None
Index Surface Runoff: Negligible
Permeability: Moderate
Landscape: Lower to upper coastal plain
Landform: Marine terraces, flats
Geomorphic Component: Talfs, dips
Parent Material: Marine deposits, fluviomarine deposits
Slope: 0 to 5 percent
Elevation (type location): Unknown
Mean Annual Air Temperature (type location): 62 degrees F.
Mean Annual Precipitation (type location): 48 inches
TAXONOMIC CLASS: Fine -loamy, siliceous, semiactive, thermic Aeric Paleaquults
TYPICAL PEDON: Lynchburg loamy fine sand --cultivated. (Colors are for moist soil.)
Ap--O to 6 inches; very dark gray (10YR 3/1) loamy fine sand; weak medium granular structure; very
friable; conunon fine roots, few medium roots; very strongly acid; clear smooth boundary. (3 to I 1
inches thick)
E; 6 to 10 inches; light olive brown (2.5Y 5/4) loamy fine sand; weak medium subangular blocky
structure; very friable; common fine roots; few fine pores; common medium distinct dark gray (1 OYR
4/1) iron depletions; very strongly acid; clear smooth boundary. (0 to 10 inches thick)
Bt--10 to 17 inches; light olive brown (2.5Y 5/4) sandy clay loam; weak medium subangular blocky
structure; friable; common fine roots; few Fine pores; few faint clay films on faces of some peds;
common medium distinct light brownish gray (2.5Y 6/2) iron depletions and many medium distinct
yellowish brown (1 OYR 516), and few fine medium prominent red (2.5YR 4/8) masses of oxidized
iron; very strongly acid; clear wavy boundary.
Btg1--17 to 30 inches; light brownish gray (2.5Y 6/2) sandy clay loam; weak medium subang filar
blocky structure; friable; few fine roots; few fine pores; common faint clay films on faces of some
peels; many medium prominent yellowish brown (I OYR 5/6) and common medium prominent red
1 o1•4 2/3/2012 8:31 AM

___�_..__.-�.-�.. ...w....•pw.•�� _�'v"��u�..11ti�-[lull l�il.11Slll
(2.5YR 4/6) masses of oxidized iron; very strongly acid; gradual smooth boundary.
Btg2--30 to 65 inches; gray (10YR 6/1) sandy clay loam; weak medium subangular blocky structure;
friable; few fine roots; common faint clay films on faces of peels; many medium prominent yellowish
brown and many medium prominent red (2.5YR 4/8) masses of oxidized iron; very strongly acid;
gradual smooth boundary.
Btg3--65 to 80 inches; gray (1 OYR 511) clay; weak medium subangular structure; firm; few fine roots;
few faint clay films on faces of peels; many medium prominent strong brown (7.5YR 5/8) and few fmc
prominent red (2.5YR) masses of oxidized iron and few medium faint greenish gray (5BG 611) iron
depletions; very strongly acid. (Combined thickness of the Bt horizons are more than 40 inches.)
TYPE LOCATION: Colleton County, South Carolina, 3,000 feet southwest of junction of U.S.
Highway 21 and Seaboard Coastline Railroad in Ruffin; 4 southwest of junction of U.S. Highway 21
and South Carolina Secondary Road 272; 100 feet north of U.S. Highway 21.
RANGE IN CHARACTERISTICS:
Thickness of the surface and subsurface layers: 3 to 19 inches
Depth to top of the Argillic horizon: 3 to 19 inches
Depth to the base of the Argillic horizon: 60 to more than 80 inches
Soil reaction: Extremely acid to strongly acid throughout, except where limed
Depth to Bedrock: Greater than 80 inches
Depth to Seasonal High Water Table: 6 to 18 inches, November to April
Rock Fragment content: 0 to 10 percent, by volume
Other features: The particle -size control section contains less than 30 percent silt.
RANGE OF INDIVIDUAL HORIZONS:
Ap horizon or A horizon (where present);
Color --hue of 1 OYR or 2.5Y, value of 2 to 5, and chroma of 1 to 2, or is neutral with value of 2 to 5
Texture --sand, fine sand, loamy sand, loamy fine sand, sandy loam, fine sandy loam, or loam
E horizon:
Color --hue of 1 OYR or 2.5Y, value of 4 to 7, chroma of 1 to 4
Texture --sand, fine sand, loamy sand, loamy fine sand, sandy loam, fine sandy loam, or loam
Redoximorphic features (where present) --masses of oxidized iron in shades of red, yellow, or brown
and iron depletions in shades of brown, yellow, olive, or gray
Bt horizon:
Color --hue of IOYR or 2.5Y, value of 4 to 6, and chroma of 3 to 8
Texture --sandy clay loam, but ranges to sandy loam, fine sandy loam, loam or clay loam. The
particle -size control section contains less than 30 percent silt
Redoximorphic features (where present) --masses of oxidized iron in shades of red, yellow, or brown
and iron depletions in shades of brown, yellow, olive, or gray
Btg horizon:
Color --hue of IOYR to 5Y, value of 4 to 7, chroma of 1 to 2, or is neutral with value of 4 to 7
Texture --sandy loam, fine sandy loam, loam, sandy clay loam, or clay loam. Some pedons are sandy
clay or clay at a depth of 40 inches or more
Redoximorphic features (where present) --masses of oxidized iron in shades of red, yellow, or brown
2/3/2012 8:31 AM
2 oN

..rw•.wun.rjuvrv.w_VUl51ClLY1`ll HtiU1C(1.1111�I
and iron depletions in shades of brown, yellow, olive, or gray
BCg horizon:
Color --hue of 1 OYR to Sy, value of 4 to 7, chroma of 1 or 2, or is neutral with value of 4 to 7
Texture --sandy loam, line sandy loam, loam, sandy clay loam, clay loam, sandy clay, or clay
Redoximorphic features (where present) --masses of oxidized iron in shades of red, yellow, or brown
and iron depletions in shades of brown, yellow, olive, or gray
COMPETING SERIES:
1-1€1zlelnurst soils --have a firm, brittle Bx horizon with more than 5 percent plintWte
jedbur soils --contains more than 30 percent silt in the particle -size control section
GEOGRAPHIC SETTING:
Landscape: Lower to upper coastal plain
Landforrn: Marine terraces, flats
Geomorphic Component: Talfs, dips
Parent Material: Marine deposits, fluviomarine deposits
Elevation: 40 to 450 feet
Mean Annual Air Temperature: 57 to 70 degrees F.
Mean Annual Precipitation: 38 to 52 inches
Frost Free Period: 190 to 245 days
GEOGRAPHICALLY ASSOCIATED SOILS:
c'1zzl-endon sails --do not have redox depletions in the upper part of the argillic horizon
Coxyille soils --have a fine particle -size control section and have redox depletions with dominant
chroma of 2 or less throughout
Dunbar soils --have a fine particle -size control section
Dupl q sails --do not have redox depletions in the upper part of the argillic horizon and have a fine
particle -size control section
L 11nola soils --are moderately well drained
I'nreston soils --do not have redox depletions in the upper pant of the argillic horizon and have a
coarse -loamy particle -size control section
Goldsboro soils --are moderately well drained
Grad , soils --have a fine particle -size control section and have redox depletions with dominant chroma
of 2 or less throughout
Johns soils --have contrasting textures wit ihi a depth of 40 inches
0c illa soils --have sandy epipedon 20 to 40 inches thick
Pelham soils --have redox depletions with dominant chroma of 2 or less throughout and sandy epipedon
20 to 40 inches thick
]Uiis soils --are poorly drained
StalliilgS soils --have a coarse -loamy particle -size control section
1V0xe(liij,L, soils --have a coarse -loamy particle -size control section
DRAINAGE AND PERMEABILITY:
Depth Class: Very deep
Drainage Class (Agricultural): Somewhat poorly drained
Internal Free Water Occurrence: Shallow, coin -non
Flooding Frequency and Duration: None
Ponding Frequency and Duration: None
2/3/2012 8:31 AM
s of

index Surface Runoff; Negligible
Permeability: Moderate
USE AND VEGETATION:
Major Uses: About one-half of the soil is in cropland or pasture and the remainder is in forest
Dominant Vegetation: Where cultivated --corn, soybeans, cotton, tobacco, truck crops, small grains, or
improved pasture, Where wooded --oak, sweetgum, blackgum, longleaf pine, slash pine, loblolly pine,
and an understory of gallberry and pineland threeawn.
DISTRIBUTION AND EXTENT•.
Distribution: Georgia, Alabama, Florida, North Carolina, South Carolina, and Virginia
Extent: Large
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Raleigh, North Carolina
SERIES ESTABLISHED: Tift County, Georgia; 1947.
REMARKS:
Diagnostic horizons and features recognized in this pedon are;
Ochric epipedon--the zone from the surface of the soil to a depth of 10 inches (Ap and E horizons).
Argillic horizon --the zone from 10 to 62 inches (Bt and Btg horizons).
ADDITIONAL DATA:
TABULAR SERIES DATA:
S0I-5 Soil Name Slope Airtemp FrFrlSeas Precip Elevation
SCO037 LYNCHBURG 0-5 57-70 190-245 38-52 40-450
S01-5 EloodL FloodH Watertable Kind ihonths Bedrock Hardness
sc0037 NONE 0.5-1.5 APPARENT NOV-APR >80 -
SOJ-5 Depth Texture 3-Inch No--10 Clay% -CEC-
SC0037 0-10 LS LFS S FS 0-0 90-100 2-10 1-9
SCO037 0-10 SL FSL L 0-0 90-100 5-20 2-6
SCO037 10-65 SCL SL CL 0--0 90-100 18-35 2-7
SCO037 65-80 SCL SC C 0-0 92-100 20-50 2-1
SOT-5 Depth -pH- O.td. Salin Permeab Shnk-Swll
SCO037 0-10 3.6-6.0 0.05--5.0 0-0 6.0-20 LOW
SCO037 0-10 3.6-5.5 0.05-5.0 0-0 2.0-6.0 LOW
sc0037 10-65 3.6-5.5 0.0-0.5 0-0 0.6-2.0 LOW
SCO037 65-80 3.6-5.5 0.0-0.5 - 0.6-2.0 LOW
National Cooperative Soil Survey
U.S.A.
2/3/2012 8:31 AM
4 or4

. .. ___.--. o ....., ..-. p...- ....., _ ., -I vvl.tl.7ulJ1\II. 1111 IL
LOCATION GOLDSBORO NC+AL AR FL GA SG VA
Established Series
CMO/Rev. JAK
11/2005
GOLDSBORO SERIES
MLRA(s): 133A-Southern Coastal Plain, 153A-Atlantic Coast Flatwoods, 15313-Tidewater Area
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Raleigh, North Carolina
Depth Class: Very deep
Drainage Class (Agricultural): Moderately well drained
Flooding Frequency and Duration: None
Pond'ung Frequency and Duration; None
Internal Free Water Occurrence: Moderately deep, transitory
Index Surface Runoff: Negligible to medium
Permeability: Moderate
Landscape: Lower to upper coastal plain
Landform: Marine terraces, uplands
Hillslope Profile Position: Summit, shoulder
Geomorphic Component: Interfluve, talf
Parent Material: Marine deposits, fluviomarine deposits.
Slope: 0 to 10 percent
Elevation (type location): Unknown
Mean Annual Air Temperature (type location): 62 degrees F.
Mean Annual Precipitation (type Location): 48 niches
TAXONOMIC CLASS: Fine -loamy, siliccous, subactive, thermic Aquic Paleudults
TYPICAL PEDON: Goldsboro loamy sand --cultivated. (Colors are for moist soil unless Otherwise
stated.)
Ap--O to 8 inches; grayish brown (1 OYR 5/2) loamy sand; weak medium granular structure; very
friable; many fine roots; moderately acid; clear smooth boundary. (5 to 10 inches thick)
E--8 to 12 inches; pale brown (I OYR 6/3) loamy sand; weak medium granular structure; very friable,
many fine roots; moderately acid; clear smooth boundary. (0 to 10 inches thick)
BE-42 to 15 inches; brownish yellow (10YR 6/6) sandy loam; weak fine subangular blocky structure;
friable, slightly sticky; many fine roots; strongly acid; clear smooth boundary. (0 to 12 inches thick)
Bt1!--15 to 25 inches; yellowish brown (IOYR 5/6) sandy clay loam; weak fine subangular blocky
structure; friable, slightly sticky, slightly plastic; common fine roots; many clay bridging between sand
grains; few faint clay films on faces of peds; very strongly acid; gradual wavy boundary.
Bt2--25 to 45 inches; pale brown (1 OYR 6/3) sandy clay loam; weak fine subangular blocky structure;
friable, slightly sticky, s[ightly plastic; few fine roots; many clay bridging between sand grains; few
1 of5 2/3/2012 8:31 AM

faint clay films on faces of peds; common medium distinct gray (IOYR 511) iron depletions and
yellowish brown (10YR 5/6) masses of oxidized iron; very strongly acid; gradual wavy boundary.
(Combined thickness of the Bt horizon is 12 to 72 inches.)
Btg--45 to 65 inches; gay (IOYR 611) sandy clay loam; weak fine subangular blocky structure;
friable, slightly sticky, slightly plastic; many clay bridging between sand grains; few faint clay films on
faces of peels; common medium prominent red (2.5YR 5/6) and common medium distinct brownish
yellow (1 OYR 616) masses of oxidized iron; very strongly acid; gradual irregular boundary. (0 to 45
inches thick)
BCg--65 to 76 inches; gray (IOYR 611) sandy Ioam and strata of sandy clay loam; weak fine
subangular blocky structure; friable, slightly sticky, slightly plastic; common clay bridging between
sand grains; common medium distinct brownish yellow (IOYR 6/6) masses of oxidized iron and
common medium faint gray (1 OYR 511) iron depletions; very strongly acid.
TYPE LGCATfON: Wayne County, North Carolina; 5 miles northeast of Goldsboro, 0.4 mile north of
Stoney Creek Church and 0.3 mile west of intersection of SR 1523 and 1545.
RANGE IN CHARACTERISTICS:
Depth to top of the Argillic horizon: 5 to 19 inches
Depth to the base of the Argillic horizon: 60 to more than 80 inches
Depth to Bedrock: Greater than 80 inches
Depth to Seasonal High Water Table: 18 to 30 inches, December to April
Rock Fragment Content: 0 to 50 percent, by volume throughout, mostly quartz pebbles
Soil Reaction: Extremely acid to strongly acid, except where limed
Other soil features: Silt content in the particle -size control section is less than 30 percent.
Ap horizon or A horizon (where present):
Color --hue of IOYR or 2.5 Y, value of 2 to 6, chroma of i to 4
Texture --loamy sand, loamy fine sand, sandy loam, or fine sandy loam
E horizon:
Color --hue of IOYR or 2.5Y, value of 5 to 7, chroma of 2 to 6
Texture --loamy sand, loamy fine sand, sandy loam, and fine sandy loam
BE horizon:
Color --hue of IOYR or 2.5Y, value of 5 to 7, chroma of 3 to 6
Texture --sandy loam, and fine sandy loam
Bt horizon (upper):
Color--huc of 7.5YR to 2.5Y, value of 4 to 7, and chroma of 3 to 8
Texture (fine -earth fraction) --sandy clay loam, sandy loam, loam, or clay loam
Bt horizon (lower):
Color --hue of I OYR or 2.5Y, value of 4 to 7, chroma of 3 to 8
Texture --sandy clay loam, sandy loam, loam, or clay loam. Some pedons have subhorizons of sandy
clay or clay.
Redoximorphic features --masses of oxidized iron in shade of red, yellow, or brown, and iron depletions
in shades of brown, yellow, olive, or gray. Iron depletions are within 30 inches of the soil surface.
2 of 2/3/2012 8:31 AM

Btg horizon:
Color --hue of 10YR or 2.5Y, value of 4 to 7, chroma of 1 or 2
Texture --sandy clay loam, sandy loam, loam, or clay loam. Some pedons have subhorizons of sandy
clay or clay.
Redoximorphic features --masses of oxidized iron in shade of red, yellow, or brown, and iron depletions
in shades of brown, yellow, olive, or gray
BCg Horizon:
Color --hue of 10YR or 2.5Y, value of to 7, chroma of I or 2
Texture --sandy loam, fine sandy loam, sandy clay loam, or loam
Redoximorphic features --masses of oxidized iron in shade of red, yellow, or brown, and iron depletions
in shades of drown, yellow, olive, or gray
BC horizon (if it occurs):
Color --hue of 1 OYR or 2.5Y, value of 5 to 7, and chrorna of 3 to 5
Texture --sandy loam, fire sandy loam, sandy clay loam, or loam
Redoximorphic features --masses of oxidized iron in shade of red, yellow, or brown, and iron depletions
in shades of brown, yellow, olive, or gray
Cg horizon (if it occurs):
Color --hue of 10YR to 5Y, value of 5 to 7, chroma of 1 or 2 or is neutral with value of 4 to 8
Texture --sandy, loamy, or clayey and may be stratified
Redoximorphic features --masses of oxidized iron in shade of red, yellow, or brown, and iron depletions
in shades of brown, yellow, olive, or gray
COMPETING SERIES:
There are no known series in the same family. Series in the closely related semiactive family include:
I zagora soils --have more than 30 percent silt in particle -size control section
K_ ullil soils --have Bt horizons in hue of SYR or redder
uitnran soils --are brittle and compact in about 10 to 20 percent of the Bt and lower Bt horizons
1Vrinlrtsboro soils --have clayey 2B or 2C horizons between 40 and 80 inches below the soil surface
GEOGRAPHIC SETTING.
Landscape: Lower to upper coastal plain
Landform: Marine terraces, uplands
Hillslope Profile Position: Summit, shoulder
Geomorphic Component: lnterfluve, Calf
Parent Material: Marine deposits, fluviomarine deposits
Elevation: 30 to 450 feet
Mean Annual Air Temperature: 59 to 70 degrees F.
Mean Annual Precipitation: 38 to 52 inches
Frost Free Period: 190 to 245 days
GEOGRAPHICALLY ASSOCIATED SOILS:
Ronneau soils --are well drained, on slightly higher positions
I hqg1jn soils --have more clay and have moderately slow permeability, on similar positions
Minim soils --are in a fire -silty family and have moderately slow permeability, on similar positions
Forestoll soils --are well drained and have moderately rapid permeability, on similar positions
I xjichbqrg soils --are somewhat poorly drained, on concave to linear positions lower on the landform
3 of 5 2/3/2012 8:31 AM

- -o »-••p- - .+v v.uvi.v UU VRV.fil[ I IE
Nloboc:o soils --are well drained, on slightly higher positions
Norfolk soils --ace well drained, on slightly higher positions
Oc i Ila soils --are somewhat poorly drained, on similar positions
01',11196ur�", soils --are well drained, on slightly higher positions
Pantelgo soils --are very poorly drained, on concave to linear positions lower on the landform
Rains soils --are poorly drained, on concave to linear positions Iower on, the landform
LVagram soils --are well drained, on slightly higher positions
DRAINAGE AND PERMEABILITY. -
Drainage Class (Agricultural): Moderately well drained
Internal Free Water Occurrence: Moderately deep, transitory
Flooding Frequency and Duration: None
Ponding Frequency and Duration: None
Index Surface Runoff: Negligible to medium
Permeability: Moderate
USE AND VEGETATION:
Major Uses: Cropland
Dominant Vegetation: Where cultivated --corn, peanuts, tobacco, soybeans, small grain, cotton, and
pasture. Where wooded--loblolly pine, longleaf pipe, slash pine, sweetgum, southern red oak, white
oak, water oak, and red maple, yellow poplar. Understory plants include American holly, blueberry,
flowering dogwood, greenbrier, persimmon, redbay, southern bayberry (waxmyrtle), inkberry (bitter
gallberry), honeysuckle, poison ivy, and summersweet clethra,
DISTRIBUTION AND EXTENT:
Distribution: Alabama, Arkansas, Florida, Georgia, Mississippi, North Carolina, South Carolina, and
Virginia
Extent: Large
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Raleigh, North Carolina
SERIES ESTABLISHED: Duplin County, North Carolina, 1955,
REMARKS: Diagnostic horizons and soil properties recognized in this pedon are:
Ochric epipedon--the zone from the soil surface to a depth of 12 inches (the Ap and E horizons).
Al-gillic horizon --the zone between depths of 15 to 76 inches (the BE, Btl, Bt2, Btg and BCg
horizons).
Aquic feature--Redoximorphic features with value of 4 or more and chrorna of 2 or less between
within a depth of 30 inclies (Bt2 horizon)
ADDITIONAL DATA:
TABULAR SERIES DATA:
SOI--5 Soil Name Slope Afrtemp FrFr/Seas Precip Elevation
NCO041 GOLDSBORO 0-10 57-70 190-245 38-52 30-450
502-5 F1oodL F'loodH Watertable Kind Honths Bedrock Hardness
NCO041 NONE 1.5-2.5 APPARENT DEC -APR >80
4 of5 2/3/2012 8:31 AM

.- __._._.__._'......-......I.......... _ ..--v- --- "lJ l\V.I ll'ILL
S0I-5 Depth Texture 3--Inch No-10 Clayo -CEC-
NC0041 0-15 SL FSL 0-0 95-100 5--15 1--4
NCO041 0-15 LS LFS 0-0 95-100 2-8 1-3
NC0041 15-45 SCL SL 0-0 95-100 18-30 2-4
NCO041 45--65 SCL CL SC 0-0 90-100 20-34 2-4
NCO041 65.-76 VAR -- - - -
S01-5 Depth -pH- 01M. Salin Permeab Shnk--Swll
NCO041 0-15 3.5- 6.0 0.5-2.0 0-0 2.0--6.0 LOW
NC0041 0-15 3.5- 5.5 0.5-2.0 0-0 6.0-20 LOW
NCO041 15-45 3,5- 5.5 0.0-0.5 0-0 0,6-2.0 LOW
NCO041 45-65 3.5- 5.5 0.0-0.5 0-0 0.6-2.0 LOFT
NCO041 65-76 - - -
National Cooperative Soil Survey
U. S.A.
i of5 2/3/2012 8:31 AM

_.-.-a.............b.�.. v.�u_u•�w. ni i 4V6\17VL,%. IPII II
LOCATION NORFOLK NC+AL AR FL GA SC VA
Established Series
CNIOIRev..IAK
It/2005
NORFOLK SERIES
MLRA(s): 133A-Southern Coastal Plain, 153A-Atlantic Coast Flatwoods, 153B-Tidewater Area
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Raleigh, North Carolina
Depth Class: Very deep
Drainage Class (Agricultural): Well drained
Internal Free Water Occurrence: Deep, transitory or very deep
Index Surface Runoff: Negligible to medium
Permeability, Moderate (Saturated Hydraulic Conductivity: Moderately high)
Landscape: Lower, middle, or upper coastal plain
Landform: Uplands or marine terraces
Geomorphic Component: Interfluve, side slopes
Hiflslope Profile Position: Summits, shoulders, backslopes
Parent Material: Marine deposits or fluviomarine deposits
SIope; 0 to 10 percent
Elevation (type location): Unknown
Mean Annual Air Temperature (type location): 62 degrees F.
Mean Annual Precipitation (type location): 49 inches
TAXONOMIC CLASS: Fine -loamy, kaolinitic, thermic Typic Kandiudults
TYPICAL PEDON: Norfolk loamy sand --cultivated. (Colors are for moist soil unless otherwise
indicated.)
Ap--O to 9 inches; grayish brown (10YR 5/2) loamy sand; weak fine and medium granular structure;
very friable; nonsticky, nonplastic; few fine and medium roots; darker -colored material in old root
channels; strongly acid; clear smooth boundary. (3 to 10 inches thick)
E--9 to 14 inches; light yellowish brown (10YR 6/4) loamy sand; weak medium granular structure;
very friable; nonsticky, nonplastic; few rule and medium roots; darker -colored material in old root
channels; strongly acid; clear smooth boundary. (0 to 10 inches thick)
Btl--14 to 17 inches; yellowish brown (IOYR 516) sandy loam; weak medium subangular blocky
structure; friable; slightly sticky, slightly plastic; few fine and medium roots; few faint clay films on
faces of peds; strongly acid; clear wavy boundary.
Bt2--17 to 38 inches; yellowish brown (10YR 516) sandy clay loam; weak medium subangular blocky
structure; friable; slightly sticky, slightly plastic; many fine and medium pores; few faint clay films on
faces of peds; strongly acid; gradual wavy boundary.
Bt3--38 to 58 inches; yellowish brown (10YR 516) sandy clay loam; weak medium subangular blocky
2/3/2012 8:30 AM
I of 5

.____._.__ J_.._-..a.......... _ --.......­11. "l 11.11L1111
structure; friable; slightly sticky, slightly plastic; few faint clay films on faces of peds; few fine faint
strong brown (7.5YR 4/6) and few prominent yellowish red (5YR 5/8) masses of oxidized iron and few
fine distinct pale brown (10YR 613) iron depletions; strongly acid; gradual wavy boundary.
Bt4--58 to 70 inches; yellowish brown (10YR 516) sandy clay loam; weak medium subangular blocky
structure; friable; slightly sticky, slightly plastic; few faint clay films on faces of peds; common
medium distinct yellowish red (SYR 518) masses of oxidized iron and pale brown (1 OYR 6/3) and light
brownish gray (I OYR 612) iron depletions; 1 percent, firm yellowish red plinthite nodules; strongly
acid; gradual wavy boundary. (Combined thickness of Bt horizon is 40 to more than 60 inches,)
BC--70 to 82 inches; variegated brownish yellow (1 OYR 6/6), strong brown (7.5YR 5/6), and
yellowish red (5YR 516) sandy clay loam; weak medium subangular blocky structure; friable; slightly
sticky, slightly plastic; 5 percent firm, brittle plinthite nodules; strongly acid; gradual wavy boundary.
(0 to more than 15 inches thick)
C-42 to 100 inches; variegated red (2.5YR 4/8), strong brown (7.5YR 5/8), brownish yellow (IOYR
618) and gray (10YR 511) sandy clay loam; massive; friable; slightly sticky, slightly plastic; strongly
acid.
TYPE LOCATION: Robeson County, North Carolina; 1.25 miles south of Parkton; 300 feet west of
State Road 1724 and 60 feet south of farm road.
RANGE IN CHARACTERISTICS:
Thickness of the sandy surface and subRuface. layers: 3 to 19 inches
Depth to top of the Argillic horizon: 3 to 19 inches
Depth to the base of the Argdlic horizon: 60 to more than 80 inches
Depth to top of the Kandic horizon: 3 to 19 inches
Depth to bedrock: Greater than 80 inches
Depth to Seasonal High Water Table: 40 to 72 inches, January to March
Soil Reaction: Extremely acid to strongly acid, throughout except where limed
Rock Fragment Content: 0 to 5 percent, by volume throughout; mostly quartz pebbles or ironstone
nodules
Plinthite Content: 0 to 4 percent to a depth of 60 inches and 0 to 10 percent or more below 60 inches
RANGE OF INDIVIDUAL HORIZONS:
Ap horizon or A horizon (where present):
Color --hue of 10YR or 2.5Y, value of 4 to 7, chroma of I to 4
Texture --loamy sand, sandy loam, One sandy loam, or loamy fine sand. Some pedons are fine sand or
sand.
E horizon:
Color --hue of I OYR or 2.5Y, value of 4 to 7, chroma of 2 to 6
Texture --loamy sand, sandy loam, fine sandy loam, or loamy fine sand. Some pedons are fine sand or
sand.
BE horizon (where present):
Color --hue of 10YR or 2.5Y, value of 4 to 6, chroma of 3 to 8
Texture --sandy loam or fine sandy loam
Bt horizon (upper):
2 of 5 2/3/2012 8:30 AM

Color --hue of 7.5YR to 2.5Y, value of 5 to 8, chroma of 3 to 8
Texture --sandy loam, fine sandy loam, sandy clay loam, or clay loam
Redoximorphic features (where present) --masses of oxidized iron in shades of red, yellow, or brown
and iron depletions in shades of brown, yellow, or olive
Bt horizon (lower):
Color --hue of 7.5YR to 2.5Y, value of 5 to 8, chroma of 3 to 8
Texture --sandy loam, fine sandy loam, sandy clay loam, clay loam, sandy clay, or clay
Redoximorphic features --masses of oxidized iron in shades of red, yellow, or brown and iron
depletions in shades of brown, yellow, olive, or gray
BC horizon or BCt horizon (where present):
Color --hue of 5YR to 2.5Y, value of 4 to 7, chroma of 3 to 8, or variegated in shades of these colors
Texture --sandy loam, fine sandy loam, sandy clay loam, clay loam, sandy clay, or clay
Redoximorphic features --masses of oxidized iron in shades of red, yellow, or brown and iron
depletions in shades of brown, yellow, olive, or gray
C horizon:
Color --hue of 2.5YR to 5Y, value of 4 to 8, chroma of 3 to 8, or is variegated in shades of these colors
Texture --loamy coarse sand, loamy sand, loamy fine sand, coarse sandy loam, sandy loam, fine sandy
loam, sandy clay loam, clay loam, or sandy clay. Some pedons have layers of coarser or finer textured
materials.
Redoximorphic features --masses of oxidized in shades of red, yellow, or brown and iron depletions in
shades of brown, yellow, olive, or gray
COMPETING SERIES:
[�rantcburb soils --have hue of 5YR or redder throughout the Bt horizon
Thursa soils --have hue of 5YR or redder below the upper 10 inches of the Bt horizon
GEOGRAPHIC SETTING:
Landscape: Lower, middle, or upper coastal plain
Landform: Uplands or marine terraces
Geomorphic Component: Interfluve, side slopes
HiIlslope Profile Position: Summits, shoulders, backslopes
Parent Material: Marine deposits or fluviomarine deposits
Elevation: 30 to 450 feet
Mean Annual Air Temperature: 57 to 70 degrees F.
Mean Annual Precipitation: 35 to 55 inches
Frost Free Period: 190 to 245 days
GEOGRAPHICALLY ASSOCIATED SOILS:
A ycoc soils --are in a fine -silty family
130111jeati soils --have an arenic soil surface
13uttcrs sails --are in a coarse -loamy family
Uaroline soils --are iva fine family
Craven soils --are in a fine family
Du it Lin soils --are in a fine family
t:xunr soils --are in a fine -silty family
Faceville soils --are in a fine family
2/3/2012 8:30 AM
3 or5

rortston soils --are in a coarse -loamy family
Gol(Isb pro soils --are moderately well drained
Marlboro soils --are in a fine family
Noboco soils --have siliceous mineralogy
Lalcclilnd soils --are sandy throughout
l,yirchburg soils --are somewhat poorly drained
Rains solls--are poorly drained soils
Orangebur = soils --have hue of 5YR or redder throughout the Bt horizon
Pantego soils --are very poorly drained soils
"rlwrsa soils --have hue of 5YR or redder below the upper 10 inches of the Bt horizon
\Vagra soils --have an arenic soil surface -
DRAINAGE AND PERMEABILITY:
Depth Class: Very deep
Drainage Class (Agricultural): Well drained
Internal Free Water Occurrence: Deep, transitory or very deep
Index Surface Runoff: Negligible to medium
Permeability: Moderate (Saturated Hydraulic Conductivity: Moderately high)
USE AND VEGETATION:
Major Uses: Mostly cleared and used for general farm crops.
Dominant Vegetation: Where cultivated --corn, cotton, peanuts, tobacco, and soybeans. Where
wooded --pines and mixed hardwoods.
DISTRIBUTION AND EXTENT:
Distribution: Alabama, Arkansas, Florida, Georgia, North Carolina, South Carolina, and Virginia
Extent: Large
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Raleigh, North Carolina
SERIES ESTABLISHED: Cecil County, Maryland; 1900.
REMARKS: The June, 1988 revision recognized the low activity clay properties of this soil as defined
in the lotiv activity clay amendment of Soil Taxonomy, August
1986. 10/2004, changed water table from 4.0-6.0 ft to 3.3-6.0 ft to cover depth that would be included
in the typic subgroup versus associated soils in the Oxyaquic subgroup. Diagnostic horizons and
features recognized in this pedon are:
Ochric epipedon--the zone from the surface to a depth of 14 inches (A and E horizons)
Kandic horizon --the zone between 14 and 70 inches (Bt horizon)
Argillic horizon= -the zone behveen depths of 14 and 70 inches (Bt horizon)
ADDITIONAL DATA: (1) U.S. Department of Agriculture, Soil Survey Laboratory Data and
ia, North and South Carolina. Soil Survey Investigations Report
Descriptions for Some Sails of Georg
No. 16; SCS, in cooperation with Georgia, North Carolina, and South Carolina Agricultural
Experiment Stations; Pages 65, 67, 69. (2) U.S. Department of Agriculture, Certain Properties of
Selected Southeastern United States Soils and Mineralogical Procedures for Their Study, Southern
Cooperative Series Bulletin 61 (S-14); Soil Conservation Service, Agricultural Research Service and
cooperating Experiment Stations; tables 64, 67, 68. (3) U.S. Department of Agriculture, Selected
Coastal Plain Soil Properties, Southern Cooperative Service and cooperating Experiment Stations;
2/3/2012 8:30 AM
4 ors

pages 40, 42, 44, 46.
TABULAR SERIES DATA:
SOI-5 Soil Name Slope Airtemp FrFr/Seas Precip Elevation
NCO037 NORFOLK 0-10 57-70 190-245 35-55 30-450
SOI-5
FloodL
FloodH
Watertable
Kind Months Bedrock Hardness
NCO037
NONE
3.3-6.0
APPARENT JAN-MAR
>80 -
S0I-5
Depth
Texture 3-Inch
No-10 Clayo
-CEC--
NC0037
0-14
SL ESL
0-0
95-100 5-18
1-4
NC0037
0--14
LS LA'S
0-0
92-100 2-8
1-3
NCO037
14-38
SL SCL
CL 0-0
91-100 18--35
2-4
NCO037
38-70
SCL CL
SC 0--0
98-100 20-43
2-5
NCO037
70-100
VAR
-
- -
-
SOT-5
Depth
-pH--
Od-1 .
Salin Permeab
Shnk-Swll
NCO037
0-14
3.5-5.5
0.5-2.0
0-0 2.0-6.0
LOP]
NCO037
0--14
3.5-5.5
0.5-2.0
0-0 6.0-20
LOW
NCO037
14-38
3.5-5.5
0.0-0.5
0-0 0.6-2.0
LOW
NCO037
38-70
3.5-5.5
0.0-0.5
0-0 0.6-2.0
LOW
NCO037
70-100
-
-
-
National Cooperative Soil Suivey
U.S.A.
0r5 2/3/2012 8:30 AM

APPENDIX 3
FIELD SOIL DESCRIPTIONS
ZONE PAGES
1 3
2 3
3 3
4 3
J 3

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Other relevant information
r Date
County Soil Description by:
No. (with tat and long) iC
Lan.d.scape position. d'f1 Slope O
Horizon
Depth
(inches)
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Seal Description Sheet � / Date //?/ / 7-
Project Name 75,1f , _&J-k County Soil Description by:r,-
Field No. boring Iqo. (with lat and long}
Vegetation �J� ,�^�r. a_ L _ ._ _ Landscape position uo��.,.-� �,ia'� � _ Slope � z
Other relevant information
Horizon
Depth
Texture Matrix
Mottles
Structure
Consistence
Internal Other (restrictive horizons, coarse
(inches)
Color
(grade, size, type)
Drainage fragments, etc.)
(`
L
SGL
�L 2-
3 -3
R
!1
S�
C z .D /a y tJ, /l
J
�-7-6q
s���l.�:� ,���zr
75%1r,"t"t5/
,
z�_
/6y�
-7/,r/: 1/
t C Ssl-
G�
Depth to seasonal wetness Type T e o�water table
Most restrictive horizon (for Ksat)
Other carmnents

Soil Description Sheet D.ite
Project Dame �� r �Gr Co County Soil Description icy_r-
Field No_ Boring No. (with fat and Ion,(,,,)I S
��egetatioz� o ��� Landscape position L 5lolae
Other relevant information
Horizon I Depth,
d—(b
6A
6
Texture
Matrix
Mottles
Color
T--5L
czr�/QU�/
Depth to seasonal wetness 3.2-
Most restrictive horizon (for Ksat) - gip rL-/-
Other comments 3 r VOf --Pr,i /-H C D --� r ;
Stricture
(arade, size, t'
Consistence I InternaI
Drainatre
r
Y ?, d
f,
/r
Other (restrictive horizons, coarse
fragments, etc.)
Type of water table yL'cYlaJ
c Sa' UnG��r I ✓'�"1pn;i

APPENDIX 4
SATURATED HYDRAULIC CONDUCTIVITY DATA
SHEETS AND CALCULATIONS

The Pork Company
Ksat data'. 1/31/2012
Sample No Boring Depth-
--_
-Head
Tubes Latitude Longitude
K1
46
6_
'I'N35 deg 00.740' W78 deg 07.422'
Time _ Height
'time change
height change FFlow volume Q (cc/min)
925'
46
930
45.4
5
0.6
935
44.8
5
0.6
_
0.7
945
43.5
5'
0.6
_
9501
42.9
-- 5 •
0.6
9551
42.3
5
0.5 12' 2-4
Sample No -
Soring Depth Head
Tubes Latitude
Longitude
K2
_50
6
1 N35 deg 00.732'
W78 deg 07.445'
Time -"Height
�_1020
time chance
height change volume
Q (cclmin)
_Flow
1025
_ _4_1.2
36.8
5
4.4
33-2 _
5
3.6
_1030
1035,
- - 29.8�
5-
3.4_
_
- 1 D40 L - - 26.4
51
3.41
- 1045
___
231
5-
_
3.4
1D50
19.61
5
_
3.4 66.
13.6
Sample No
Borina Depth I Head
Tubes Latitude
Longitude
K3
48 '
6 i
2 N35 deg 00.710'
W78 deg 07.464'
Time
Weight time change
_ _
height change Flow volume
Q (cclmin)
1210
25
5
1215
19.5�
5
5_51
1220
14
5'
5.5
- 1225 ,
8.5 ...
5
5.5
'123Q
_
Q (cc/hr) A
144 0,00083
Q (cc/hr) A
816 0.00083
Q (cclhr) A
5 5.51 577.5
115.5 6930 0.00083
Sample No
Boring Depth 'Head
. Tubes Latitude
Longitude
K4
38
8 1 N35 deg QD.445'
W78deg 07,165'
Time
Height _time change
height change Flow volume
Q (cc/min) Q (cc/hr) A
1310
39.1
5
1315
37.4
5 1.7'
1320
35.7'
5 1.7
1325
34
5 1.7'
1330
32.4"
5 1.6
1335'
31.3
5 1.17
1340
- 30 2
_
5 1.1_
1345'
29.1 '
5 - 1.1 22
4.4 264 0.00083
Shaffer Soil Services, Inc.
Ksat = (QA) Ksat = (QA)
(cm/hr) (in/hr)
0.12 0.047
Ksat = (QA) Ksat = (QA)
(cm/hr (Whr)
0.68 0.267
Ksat = (QA) Ksat = (QA)
(cm/hr) (in/hr)
5.75 2.26
Ksat = (QA) Ksat = (QA)
(cm/hr) (in/hr)
t�l
SL'1�'C'
�,,:
0.22

The Pork Company Ksat data: 1/31/2012
Sample No
Boring Depth
Head
Tubes Latitude
Longitude
K5
34
6
1 N35 deg 00.442'
W78 deg 07.151
Time
Height
time change
height change Flow volume
Q (cc/min)
1430
34.9
5
1435
33.2
5'
1.7
1440
32.2
5
1
1445
31.4
5
0.8
1450
30.6
5
0.8
1455
29.8
5
0.8
1500
29
5
0.8 16
Sample No
Boring Depth
Head
Tubes Latitude
Longitude
K6
37
6
1 N35 deg 00.432'
W78 deg 07.12E
Time
Height
time change
height change Flow volume
Q (cc/min)
1545
38.4
5
1550
37.4
5
1
1555
36.5
5
0.9
1600
35.6
5
0.9
1605
34.7
5
0.9
1610
33.8
5
0.9 18
Sample No
Boring Depth
Head
Tubes Latitude
Longitude
K r
31
6
1 N35 deg 00.527'
W78 deg 07.217
Time
Height
time change
height change Row volume
Q (cc/min)
1640
37
5
1645
36.5
5
0.5
1650
36.05
5
0.45
1655
35.65
5
0_4
1700
35.2
5
0.45 9.2
Sample No
Boring Depth
Head
Tubes Latitude
Longitude
K8
40
6
1 N35 deg 00.520'
W78 deg 07,196
Time
Height
time change
height change Flow volume
Q (cc/min)
840
36
845
35.4
5
0.6
850
34.7
5
0.7
855
34
5
0.7
900
33.4
5
0.6
905
32.8
5
0.6
910
32.2 '
5
0.6
915
31.6
5
0.6 12
Q (cclhr) A
3,2 192 0.00083
Q (cc/hr) A
3.6 1080 MOM
Q (cc/hr) A
1.8 110 0.00083
Q (cc/hr) A
Shaffer Soil 5ervirz inc.
Ksat = (QA) Ksat = (QA)
(cmlhr) "(inlhr)
0.16 0.063
Ksat = (QA) Ksat = (QA)
(cmlhr) (in/hr)
0.9 0.353
Ksat = (QA) Ksat = (QA)
(cm/hr) (inlhr)
0.09 0.036
Ksat = (CA) Ksat = (QA)
(cm/hr) (inlhr?
2.4 144 0.00083 0,12 0.047

The Pork Company Ksat data: 1/3112012
Sample No Boring Depth I Head 'Tubes Latitude_ Longitude
K9 _ _ 42 6 - -- -_ 1 N35 deg 00.530' W78 deg 07.216' -
Time LL Height time change height change yF]ow volume Q (cc/min) Q (cc/hr} A
_945n - 4T 2 g _
- 950 39.51
955 38 5 1.6
1000 36.5
1005T 35.1 5 1.4
10i0 33.7 5 1.4
1015 -
1
32 3'
1.4' 28'
5.6 336 0.00083
Sample No - Boring Depth Head
Tubes
Latitude
Longitude
K10 _ _
52,
6
i ,N35 deg 001..498'
WT8 deg 07.273'
[me _ 1Heigltt_
`time change
height change Flow volume
Q (cc/min} Q (cclhr) A
1100
34.4
5.
9 ! 05
33.8
5'
'
0.6
_
.
111
_ _
33.2
_32.71
5
0.6
1115
5
0.5
1120
32.3j
5
0.4
1125 -
31,9
b
04'
1130; --
31.5
5
0.4_
1135
31.1
5
0.4 8
1.6 93 0.00003
Sample No _ Boring Depth
Head Tubes
Latitude Longitude
K11
_ -
50
8I
-time
11N35 deg 00.511' W73 deg 07.272'
Time, I Height
_
. change height change Flow volume Q (cc/min) Q (cclhr) A
1200
36.$
5
12051, _
36
5
0.8
1210
35.4
5
0.6'
1215
34.7
5
0.7
1220
34
5
0.7
1225
33.3
5
0.7
1230'
32.5
5,
0.7 14 2.8 168 0.00083
Shaffer Soil Services, Inc.
Ksat = (QA) Ksat = (OA)
(cm/hr) (in/hr)
0.28 0.11
Ksat = (QA) Ksat = (QA)
(cm/hr) (in/hr)
0.08 0.031
Ksat = (QA) Ksat = (QA)
(cmthr) (in/hr)

The Pork Company
Ksat data: 1/3112012
Sample No Boring Depth Head
Tubes
Latitude Longitude
K12
Time Height
47
time change
6, 1 N35 deg 00.498' W78 deg 07.266 '
height change Flow volume Q (cc/min)
13D0
3g
$
Q (cc/hr) A
1305
34.2
5
3 8
1310
30
5
4.2
1315
25.9
5
4.1
1320
22.1
5
3.8
13251
18.1
5
4
1330'
14.31
5
3.8
I 13351
10.5
5.
3.8', 76 152 912 0"00083
Sample No Boring Depth
Head Tubes
Latitude
Longitude
34
time
Time lHegght
6
time change change
1 N35 deg 00.647'
Flow volume
W78 deg 07.251'
1410
,
Q (cc/min) Q (cc/hr) A
- 36.5
5theight
14.15 35.3
5
1.2'
1420 34.1
5
1.2
1425 33
5'
1 1
14301.32
5
1"
1435; 31'
5
1"
1440, 30.1
5
0.9
144529.1
5.
1
1450 28.1
5
1
2D 4- 240 0.00083
Sample No
Boring Depth
Head
Tubes 'Latitude Longitude
K14
36
6
1, N35 deg 00.643' W78 deg 07.297'
Time _Height
.
time change
height change Flow volume Q (cc/min) Q (cc/hr) A
1520;
MA'
5
1525
37.4
S
1 T
1530
36.6 1
5'
0 8
15351
35.8 ;
5
Q.$'
1540.
35.1
5
0.7
1545
34.4
5'
0.7
1550
33.7
5
0.7
155
33
5
0"7 14 2.8 168 0.00083
r -
Ksat = (QAr Ksat - (QA) r1
(cm/hr)r'-
0"76 0-298
Ksat = (QA) Ksat = (QA)
(cm/hr) (in/hr)
0.2 0-08
Ksat = (QA) Ksat = (QA)
(cm/hr) ('sn/hr)
0-14 0.055

The dark Company
Sample Q Boring Depth
Ksat data: 1I3112012
'Tubes
K15 _ .-�
Time
36
-
_Head
6
Latitude Longitude
�_ - T� 35 de 06 --- -
'
Heig6?_-
1620
36.3
time Change
9' W78
hei h --- - 9 -- g -
" 9. t change Flow volume : Q (cc/min) .A
Q (cclhr)
1625
34.5
5
1.8
1630
33'
5'
1.5,
11635' _
31.5
5.
1.5
1640 ,
30.1
5'
1.4
1645
-
28.f
_
5.
1.4,
16501
27.3 ,
5
1.4 28'S.6
�38 0.000S3
Shaffer Sail Services, Inc.
Ksat = (QA) Ksat = (QA)
(Cm/hr) . (in/hr)
0.28' 0.11
=
Rom~ -

APPFNDIX 5
WATER BALANCE FOR ZONES 1-5

A Spray Irrigation Water Balance for
Permit No:
Perm ittee Name:
Facility
Soil Scientist:
Engineer:
WQ0016376
The Pork Company
Villari Livestock Processing
Karl Shaffer, L.S.S.
Water Budget Prepared By:
Karl Shaffer, L.S.S.
The Pork Company 2-2-2092.xls Project Id Shaffer Soil Services, Inc.

Enter Data =_> Precipitation Worksheet FYI
j Calculate the precipitation for an Both percentile ' _ based on long tern - =miter'
Click on each step box
Precipitation Data
Step 1
Step 2
Mean Monthly
Month Precipitation
Percent of Mean
Annual Precipitation
80th Percentile
Monthly
Precipitation
inches
percent
inches
January
February
March
April
May
June
Jul
August
September
October
November
December
TOTALS
4.13
3.08
4.68
1.88
3.88
5.56
6.52
7.91
2.60
5.26
1.36
2.74
8.50
6.34
9.63
3.37
7.99
11.44
11.36
16.28
5.35
10.92
2.80
5.64
3.54
Step 3 - Precipitation Data Soucre
Location of Precipitation Data: Clinton, NC (Sampson County)
Staring Year of Data Record: 1951
5.14 _
2.24 Ending Year of Data Record: 1981 Step 4
4.32
6 12 Values shown in yellow period of Record (Yeats)
cells are linked to other
5.95 locations within the Water '���
s Balance Program Source of Data: A ��.
3.07
USDA-NRC5 County Soil Surveys (contact local MRCS office)
5.62
1,74 t
3.28
48.60 100.00 54.34
Pe''io-d of record for precipitation data should
ch pedod,of record lorldmpe.-Muredata
s
1
The Pork Company 2-2-2012.xls Precip Shaffer Soil Services, Inc.

Enter Data Potential Evapo Transpiration (PET) Worksheet
Choose PET Method: ElThornthwalte Method ---Click on ❑Manually Entered PET
_--
Click on each step box
Thorrithwaite PET Calculation
MoaM�ntDly-
CalP�ted
Mon111
houn� 12 Hcat Indc7c
E� (dogreas F)
� � Inchas
January 41.1
0.07 1.02
0.27
Fobn=y 442
0,05 1.70
OAO
March 52.0
1.03 3.36
1.24
April 6t2
1.09 5.94
250
Ma 69.0
1.21 3.60
4.10
Juno 76A
1.21 10.93
6A7
x-ly 73.6
1.23 12.06
6.27
Amuot 779
11.72
6.76
SoMrnbar 726
9.75
4.13
October 620
6.19
MOU
2.:,i
November 6Z3
3A3
1.06
DacomDar 44.6
1AA
0.46
��
7DTAL5 70.19 34.11
Saurea of Temparmov Data
_. Step 3
_Laeatlon of ProcipltaNen data: Clinton. NC
Staring Year of Data Record:
1969
I Ending Year of Data Record:
1981
_ Parted of Record {Yeah] m
30
Sourcc of Data:
USDA -MRCS County Soil Surveys (contactloeal NRW off>ce)
i
. D3 to
PET Data
FYi 1
used in
i water
" Balance
FY! 2
IF_
027 '
� �
Step 6
73o
4.16
SA7
Value: shown In
627
yellow cells arm
linked to other
_ 576
loratlom within the
4.13
water Balance
233
Program
OA6
34.11
The Pork Company 2.2-2012.x1s PET Version 5 December 2004

Step 2 SWp 3
influent, Lagoon Storage,
and Zone SetupWorkstleet � '��
ToLir posad�e}
Do-lgn oluy (Anntied
Flow ([nliuerd) i {annual
_
;alctegt =ee ad'rrated ln[Iutlt 1m sing by mc:Vdlrsg [n3 L'3 n2 a.-.
Ir
SaI:JQty
Avamged). _
I{,,
and loosex from the Storage Lagoon. and so: UP the 5or,.v i,
'� 150
70,a00
9a137day
won-_ ::rr.. -'_ :nCrvldvai terse flevreh__.
Click on each step box
71,480---..-...
Enter Data Data Pradp Lagoon Gauls & Lonxs [nquent
J nhoul0 be
equal
�i__���Fvop•
Evapomd gdjyylpd 1,
Pan i5d
LEI
Lageen Dealgn lnnuant Total: [nnuot+
Loasas Volunro per Lagoon GaIns &
Data Pan Data pfrom
Evsp. Month
Lewes
IriClrea {nohm Inehae gaflona
gallona Sallons
gellen3
January 31 7.82 1.2T 4.87 179,160
G7,887 2,579,500
2.x2G,572
Fobrvary 28 2.24 1.67 7.54 .i 144,17T
63,662 1,968,400
2,043.796
March St 4b2 --Ar 5.14 209,342
128,863 2,179.300
2,259,779
AprO 30 0.77 4.74 2.24 07.T.11
193.010 2,169,000
2.007,221
May 31 776 5.43 4.32 175.945
220,%49 11 2,179,300
2.134,296
Juno 30 SSG 5.71 C12 24-3,265
232,638 r 2.109.000
2.t25,61T
J.1Y 31 2-0 600 5.96 UZ332
2"A27 7-179.300
2.1Tl,704
August 3i 7AC 5.19 E,43 343,337
210.971 2,179.a00
Y,371,6CG
Soptember 70 G04 d.23 3.07 126,036
177-IM I 2,109,000
2,061,237
October 77 4-66 3.26 5,62 226,691
132.670 2'173 _00
2,275.622
Novemhar 30 2M 2.06 1.74 70,867
83.633 2.109,000
2,096.334
Decemher 71 1.67 1.17 7.28 735,688
47.611 2,179,300
2,265,27T
7acah;' a65 62.SZ 43.76 64.31 2,213,160
1.-M,a211 26,657,600
26,09D,239
Source of PAN Ettap. Data
SUP 6
Other (List Below)
_.
Aurora Station, Beaufort
County
Ste q Zone 1 �j Zone 2 ��ot{
I` I
Total Flow to ,Daily Flow to�ma9c
' D61iy Flow Ya Wettod All Zones Zeno 1 } Zeno 2 Acroago zone 3
' galatdaY acre �' galJtlay acorn galrJtlay
galalday 6,030 Ir 1,200 0�0 1,470
71,480
In'. Ratc 0.62 lrr_ Rato 0.62 1 lrr. Rate
[inlwk)- (lnt vk)=
Zone
fume to bo
03powd
gaRena
i8C,930
165AO
586,970
1i0,90D
186.930
580,900
186,930
SE6,�30
180,900
1 E6,030
1a9,sgo
104970
2,zooaso
11
Zono1
Dnclgn
Irr[gaGan par
month
instroo
r 2.T6 r
2.43
Z75
2.G6
2.75
ZGG
2-75
2.75
2.66
275
266
2-76
The Pork Company 2-2-2012.xls Influent+Zones Setup Shaffer Soil Services, Inc.

ie 3 ZOoe 4 Zone 5 Zone 6 �� '.I Zane 7 r� Zone 8 _ -- Zone 9 Zone 16
�r �y
Wotmd Daily Flow to Wolmd Daily Flaw to Wottad 'i Il Daily flow to Wptiad ID¢RyFlow to Wolfed Gaily Flow to WotiOd Daily Flow to WMted I Daily FlDw to WCRCd i
Anwge Zane 4 Aereaga Zone 5 Ac�oaga Zono G Acmaga 2:one 7 Ae�oage Zena81 Ac[e¢gc Zone 9 Ancaga III Zon010 Acreaga 1,
acrC �, gala7day I §aLuday aces §alslday auea 1 galslday acres 9alsldaY ones galalday aao:�-galmWay� acla� ,
0.3C Irr- Rate
rinlwk4.
Zone 3
Design Zane a
Irrigation per Volumc to be
month Dlapaaod
irrelrea gallons
1.53
` ss,zso
iSS
40,SE0
l-Z
�
40,20
1AZ
43.AOo
1.53
III
45,200
1A8
jl
43.200
IM
1�3
".260
1AE
43.300
1.53
"
iI wno
1.4E
43,800
1.0
46.'KD
17.90
63Z,900
0.29 ii II (.. - .1 013
Design
Irrigation per
month
Zone 5
Volumo to be
Dlapoaed
Derlgn
Irrigation par
rrgnW fI
inches
gallons
lnchoa E
Jai-
1,900.9Z0
3.6
1,16
1,71G,96a
274
1.7E
1.9tW.920
3A3
1.M
1,839,G00
2:w,I
t 1.2E
1,900.320
j 29S it
t 1.24
1,839,i00
i.a
' 1,soo,9zo
r AOS Ii�
1,ti
t,900,920
? 3.03
I 12A
1,839.Go0
[ 2.93
i 1,2E
1,500.920
i 3.03 .
1.24
l'aas,G00
I 203
3.0
36.67 II
it5.70 ��
T
` 1,900,920
1il 2,Z,3Ei,tAD
G
nowter �
Zono 4
Zone 6
Design
ales to be
Itrlgatkan per
Hapowd
marrth I.
inches
galtona
0
- i
OAO
0
0.00
0
0.00
0
�0.00
a
r D•ao
O
0,D0
I
D
1 o,oa
0
i #AO
Irr. Rate Irr. Rate 1". Kato trr. Rato
(Inlwk) Iinlwk) • pnrwk) _ -I (111iwk)
Zone 7
gallons
0
0
0
0
D
a
0
0
0
0
be
Zone?
ZanoS
l
Zono9
Zone 1D --
Design
Zone 8
Oeslgn
Zeno 9
Dealgn
2ono 10
poalgn
Grigatlon per
Volume to be
[rrlgat3on par
Volume to 0o
inigallon par'
Volume to ho
Irrigation pot
month
Dlaposeo
month
Dhpasad
month
Dlepeaed
month
Inches
gallons
Inchas
gallons
Inchon
ga0ono
inch=
W r 0.00 _.. ri
a
^ 0.00
0
0.00
0
�. J
--'Fro
0.00
0
0.00
0
0.00
D
O.OD
0,80
0
0.00
0
a.00
0
0.00
- 0A0
0
0.00 l
O
0,00
0
0.00
-000
0.00
D
-000I
, 0
r 0.00
0
.�
. 0,00
p
O,DO
0
-Oo
0 r
0.00
j 0.00
0
r 0�oa
o
BAD
0
0.00
i 0.00
0
0.00
O i
0.00
0
a_0o
0.00
- 0
i O-O0
0
0A0
0
0,00
0.00
0
i 0.00
I a
0.00
' 0
0.00
0.00
0
0.00
; #
0.00
0
0.00
DAD
0
0.00 _ _
` 0
0.00
0
aAO
,'I I 0 I
0.00
0'OD
, 0.00
` 0.00
I,~R
in
The Pork Company 2-2-2012-XIS Influent+Zones Setup Shaffer Soil Services, Inc.

Soils and Water Balance for Zone 1
T
Soils Series Information for Zone 1
Potential site limitations
Water table depth
risk of
1- bedrock
Zone 1 Descriptlon:
Series Name
Drainago class
(BLS)
perching
60" BLS ?
SL5below land surface
Calculate Soil Drainage
Lynchburg
poorly ".5 -<2D low nv
=
Step 1 Step 2 IF x I{sat
1n ,itu eaturated verOcal Sail
Drainago
hydou{Ic conductivity Drainage_�-
Ksat) TaCtOr (f} Rate
inlhr inlday portent lnlday
Click the
"CALCULATE'
Copied from Influent 8 Zones Setup Sheer.
0A 5
- --
3.B0 0.040
0.74
Daily Flow = 6,030 galsrday
button after making
Changes.
Zono 1
Zona 1
Month
pays par
pEf
Sail
Total
H
month
Drnlnngo
Loss
]nches Inches inchos inthes
January
31
4.46
4.74
4.39
February
29
4.03
4.51
3.54
March
31
4.46
5.70
5.14
April
30
N4.16
AM
6.62
2-24
May
31
4A6
8.62
4.32Juno
30
4.32
9,79
6-12
July
31
6.27
4A6
10.74
S.95
August
31
5.76
4A6
10.23
5.43
September
30
4.13
4,32
3A5
3.07
October
31
2.33
4A6
6.79
5.62
November
30
1.06
4.32
5.33
1.74
December
31
0.46
4-46
4.92
3.28
Totals: 365
34.1i 52.56
86.67
54„34
The Pork Company 2-2-2012.xis Z9
Zone Area
2-50
acres
Zone 1
Zone 1
Caltulatod
Manual
Actual Used
Override
- -
Cummulativo
Maximum
Maximum
Maximum
Storage
Actual
Allowable
Allowable
Allowable
`, pesign litigation
Monthly
Required for
Monthly
Irrigation
Irrigation
Irrigation
I. par Month
Fxccs
Irrigation
Irrigatlon Rate
Inches
inches
inchos
inches
2-75
inches
Inchev
Inches
o.aa
-2.75
4A8
I
1 0-00
0.00
k 0-97
0.97
2.49
-0.52
6.00
0.9T
0.56
0.56
I
2.75 1
.2.19
0.56
4.513
4.56
I
2.66
1.91
6.25
4.55
4.30
4 30
2.75
1.55
4.73
4.30
3-67
3.67
I'
2.66
1.00
3.73
IV
4.79
11 479
2,75
2.0E
1.69
4.79
1.30
1.80
2.75
-0.96
265
1.80
5.38
5.38
2.66
2T7
0.00
5-32
1.17
1.17
h 1
2.75
-1.58
1.53
i.17
FYI
3.64
3.64
2.66
0.9T
0.61
3.64
1.64
1,64
2.75
-1.11
1.72
1.64
i� 32A2
32.48
32A8
. t +. •r-�~. _ E.19 over 250 0 555,995
--
Shaffer Soil Services, Inc.

Soils and Water Balance for Zone 2 Soils Scries Information for Zone 2 Potential site limitations
Water table depth risk of Ir bedrock c
Zone 2 Description: Sarivs Name Drainage class (BLS) perching SO BLS 7 BLS = below land surface
Calculate Soil Drainage Norfolk well low no
Ste i� Step 2- f x Ksat
In -situ ssturatod vortical Dra rage Sail
it hydraulic conductivity fatter Drainogo - = .. -- _ NMI
Ksat)-
inrhr Srtlda vrcvnt inld Cvpivd from lntleonY &Zones Setup Sheet- "CALCULATE"
0.48 1.80 0.080 4.14 Dai$y Flow = 1.200 galslday bu&on Sifter making
Zane Z Area = 9.50 acres changes.
Zone 2 Zone 2
_ Calculated Manual Actual used
Override Cummulative
Zone 2 Zono 2 Maximum Maximum Maximum Storage Actual
Month Days pef P>=T Soil Total Precl Allowable Allowable Allowable Required for Monthly
month p Design irrigation Monfhly n Llralnage Loss irrigation Irrigation Irrigation Irrigation Irrigation Rate per Month ExCeiS ti ti •„ . L �,
inches inches inches inches Inches- mcho- Inches Inches Ineho: inches inchcs ,�6
January 31 0,27 4.46 4.74 4.39 0.00 0.00 2.74 -2.74 4.l2 0.04
kh
February 23 GAS 4.03 4.51 3.54 0,97 0.97 2.47 -1.51 5.93 0.97 •i-.�� 7� ��}� r" ,,d
March 37 1.24 4.46 5.70 5.14 0,56 0.56 2.74 .2.13 -' e.56
April 30 2.50 4.32 6-32 2.24 I 4.53 4.58 2.65 1.93 6.18 4.58
May 37 4A6 4.46 5.62 4.32 4.30 4.30 2.74 1S6 0.62 4.30 . 'iy� ~ �•��
-„ e'-`ram t-'V.}:' �•.�..f '�
June 30 5,47 4,32 9.79 6.12 3.67 3.67 2.65 1.01 3.61 3.67 �ww.- ` -�" �' " �•
July 31 6.27 4.46 10.74 5,95 4.79 4.79 2.74 2.05 146 4.79
August 31 5,76 4A6 10.23 1 8.43 1.20 1.80 f 2.74 -0.94 2.50 1.30 O P'�i� I�T`�
Svptembar 30 4.13 4.32 8.45 3.07 5.33 5.38 I 2.65 2.73 0.04 5.16 t-'
October 31 2.33 4.46 6.79 5.62 1.17 1.17 2.74 -1.57 1.57 1.17 FYINovember 30 1.06 4,32 5.38 1.74 3,94 3.64 2.65 4.99 0.58 3.64
December 31 0.46 4.46 R.92 3.29 1.64 1.64 'i 2.74 -1.10 1.63 1.64
Totals: 365 34.11 52.56 86.67 54.34 'i 32.48 32.43 32.26 �r 32.2fi
Maximum Monthly Storage Required for the Irrigation of Zone 2:
inches aerrs gallons
8.11 over o.54 _ 11n,147
The Fork Company 2-2-2012.xis Z2 Version 5 December 2004

Soils and Wafer Balance for Zone 3 Soils Series Information for Zone 3 Potential site limitations �.
Water table depth rlsk of In bedrock-e
Zone 3 Description: Series Name ❑rainago class (SL5) parching 60" BLS 7 BLS = below land surface
Calculate Soil Drainage Goldsboro mod we[I ?_0-3.0-3.0 j Eow j no
Step 1 Step 2 f x Ksat
An -situ saturated vortical Soll
Drainage
Ilhydraulic conductivity----'--
K atl Tactor (t) �� II Click :.hc
Inrhr inlday poreent inldAy f� Copied from Influent S Zones Setup Sheet: -CALCULATE"
0.04 0.96 0.100 0.10 E, Daily Flow= 1,4T0 galsfday button after making
changes.
Zone 3 Area = 1.10 acres
`I Zone 3 Zeno 3
Calculated Manual Override Actual Used II .. Cummulalive HELP
Zone 3 Zone 3 Storage Actual
Maximum Maximum Maximum III
Month Days PET Soil Total Preeip Required for Monthly
Allowable Allowable Allowable Design Irrigation Monthly
month Dralna o Loss Irrigation Irrigation Irrigation irrigation Irrigation Kato
g 9 9 9 per Month Excess
]nchas Inches inches Inches inches inches inches II inches inches - rinehes isiches
January 31 0.27 1 2.98 1 3.25 11 4.39 0.00 1 DAD 1.53 -1.53 3.70 0.00
February 28 0.48 2.69 1 3.16 1 3.54 0.D0 0.00 I 1.38 -1.38 5.08 i 0.00
March
31
1.24
7-98
4,21
5,14
April
30
2.50
4.16
2.83
5.38
2.24
May
31
2.93
1 2.88
7.14
4.32
6.i2
Juno
30
5.47
8.35
0.00 0.00 1.53 -1.53 0.00
3.14 3.14 1.43 1.66 4.95 1 3,14
2.82 2.82 1.53 1.29 3.66 1 7-82
2.23 2.23 1,4E 0.75 2.91 1! 1 223
July 31 11 6.27 1 2.98 1 9.25 1 5.95 3.30 1 1 3.30 1.53 1 1.77 113 3.30
*AUt 31 5.76 2.96 8.74 8.43 0; ] 0.3] 1.53 -1.22 2.35 0.31
ber 31 4.73 2.8fi 7.01 8.43 0.31 0.31 1. - 0.00 3.53
er 31 2.33 2.93 5.30 5.62 I 0.00 0.00 1.53 -1.53 1.53 0.00) I
November 30 1.06 2.83 3.94 1.74 j 2.20 2,20 1.48 0.72 0.80 Z.20
December 31 0.46 2.98 3.43 3.23 ` 0.15 0.15 1.53 -].37 4 2.18 _ _ 0.15
Totals: 665 34.i1 35.04 69.]5 54.34 ,E 16.OT 13.07 l 1796 �! 17.95
Maximum Monthly Storage Required for the Irrigation of Zone 3:
".J r• � `_�
inches acres gallons '
over - 197,356
u
The Pork Company 2-2-2012.xls Z3
Shaffer Soil Services, Inc.

Soils and Water Balance for Zone 4 Soils Series Information for Zane 4 Potential site limitations
Watertablo depth risk of la bedrock <
Zone 4 Description: Serfos Name Dralnago class (6LS) parching 60" BLS 7 eLS = below land surface
Calculate Soil Drainage Lynchburg s poorly Iow na
Step 1 Step 2 f x Ksat 0
In -situ saturated vertical Drainage 7r.1..9L
hydraulic conductivity � Fo
- _- -- --- --_-
K t) factor {t]
Click the
inlhr
inlday
percent
lnfday
Copied from ]MIu,M &Zones Setup
ShecL-
"CALCULATE"
0.04
1.03
0Aa0
0.0E ��
Daily Flow =
1,4G0
galslday
button after making
changer -
Zone 4 Area -
1.10
acres
Zone 4
Zone 4
-'
Calculated
Manual
Override
Actual Usod
I - -
Cummuiativa
9�
torte 4
Zon, 4
Maximum
Maximum
Maximum
Storage
Actual
Morlffi
pay: per
month
PET
Soil
Total
Pracip
Allowable
Allowable
Allowable
I
Dsign Irrlgatl0n
Monthly
Required for
lrrigatlon
Monthly
Irrigatlon Rate
January
31
Inches
0.27
Drain_ge
inches
2.56
Loss
Inches
2.$3
inches
4.69
irrigation
mchrs
0,00
Irrigation
inches
Irrigation
inches
0.00
perMonth
inches
1.28
Exc,-_-_
inches
-1.25
inches
r 3M
inch,-_
0.00
February
March
April
May
June
28
31
30
31
30
0.48
1,24
2.50
4.16
5,47
2.51
2.56
2.48
2.56
2AS
2.79
3.a0
4.98
6.72
7.94
3.54
5.14
2,24
4.32
6A2
0.00
0.00
IIEIII 2-74
I 2.-00
1.82
G.Oo
0.00
2.74
2,40
1.82
1.16
128
1,24
1.29
1.24
-1.16
-128
1.49
&45
-
4.24
3A2
2.54
0.00
0-00
2.74
2A0
1.32
July
31
6.27
2.56
3.33
5.95
2.68
2.68
1-
E
0.94
ZB8
August
31
5.76
2.5G
8.32
8.43
0.00
0.00
1.28
B
2.22
0.00
September
30
4.13
2.43
6.60
07
3.533.53
1.24
9
0.00
3.47
October
31
2.33
2.56
4,89
62
rl'74
0.00
0.00
123
-1.28
128
0.00I
November
30
1.06
2AB
3.,3
.
1J9
1.79
I 1.24
0,55
0.73
7.79
December 31 0.46 2.56 3.02 0.00 0.00 -1.28 _ _ 20 1
�
I.26
�
�
�
Tot1L^^: 365 34,11 30.13 6424 54.34 15.17 15.17
The Pork Company 2-2-2012_xls Z4
il.'AE
Maximum! Monthly Storage Required for the Irrigation of Zone 4:
Inches acres galhns
5.73 over 1.30 202 �88
Shaffer Soil Services, Inc_
war

Soils and Water Balance for Zone 5
Zone 5 De3cription:
Calculate Soil Drainage
step 1 _., Step 2 f x Ksat
In .it0 saturated vortica❑
irl aina
Drana
Soil
hydraulic canducvity factor {� Drainogo
(Ksat) to
lnlhr inlday percent inlday
771.92 0.0L0 0.15
,�l
Zeno 5
Zono 5
Month Days per
P>=7
Soll
Total
Precip
month
Drajnaga
Lots
inche. inches
Inches
inches 1
January 31
0.27
4.76
5.03
4.S9
February 28
0.48
4.30
4.78
3.54
March 31
1.24
4.76
6.00
5.14
April 30
2.50
4.61
7.11
=4
May 31
4.16
4.76
5.92
4.32
.Juno 30
5.47
4.61
10.07
6.12
July 31
6.27
4.76
11.03
5.95
August 31 1
5.76
4,76
10.52
8.43
Saptembor 30
4.13
4.61
8.74
3.07
October 31
2.33
4.76
7.09
5.62
November 30
1.06
4.61
5.67
1.74
December 31
9A6
4.76
5.22
3.28
Totals: 365
34.11
56.06 9R-17
54.34
The Pork Company 2-2-2012.xis Z5
Soils Series Information for Zone 5
Series Name
Drainage clasu
Potential site limitations
Water table depth risk of L- bedrock a
(BLS) perching 60" BLS 7 ELS = below land surface
Norfolk well !ow no
Goldsboro I mod well no
Click tho
Copied from Influent&Zone Setup Sheet "CALCULATE'
button after making
DailyFEow= 61,320 gats7day changes.
Zone 5 Area = 23.11 acres
Zone 5 Zane 5
Manual
Calculated
Override
Actual Used
Actual
Maximum
MaXimum
Maximum
L'j
Monthly
Allowable
Allowablo
Allowable
pesign lrrgation
Monthly
irrigation Rate
Irrigation
Irrigation
Irrigation
per Month
Excess
inchr
inches
inches
inches
inch0s
inches
jl
ll
3.03
-2.89
-inches
4.54
0.1d
0.14
0,14
1.24
1.24
I;
2.74
-1.50
6.04
1.24
0.86
0.85
�I
3.03
-2.17
-
4.87
d,BT
2.93
1.94
6.23
4.37
4.60
4.60
1{
3.03
5.57
4.71
4.60
3.95
3.05
VI
2.93
1.02
3.69
3.95
5.0E
5.08
3.e3
2.05
1.1;3
5.08
2.09
2.09
3.03
-0.94
2,57
2.09
S.6T
5.67
2.93
2.73
i
5.50
1„47
1.47
3.03
-1.56
1.56
1.47 Fail
3.133
3,93
2.93
0.99
0.57
3.93
1.94
1.94
3.03
-1.09
_ 1.661 _
�1
._ 1.S4
35.67
35_&3
35.83
J `
Maximum Monthly Storage Required for the Irrigation of Zone 5:
inches acres gallons
8.22 over 23.11 - 5,155,503
Shaffer Soil Services, Inc-

Zonal Storage Summations OBJECT: Ya wIc Iata the minimum wetweather swage requinad fora multlplo zonoe spray Irrigation site.
Zmw IDe.orlpelan m
rr.de+„lne„e sou. -»
IMlly flow to zv+n+ia
Wueed Aclmtls-va
e.ye pp
Ibnth edh
00
Ynnry
11-rch
... ]/
]t
ae
]1
2'ona i Ir Zeno 2 2ono 3 Zono a I(�`— Z`u�n'c 5 Zonc 6 Zona 7 Zone $ !�"'Zo`nc 9 Zona 1t1 TOtdIS
II( —III Innuvnt 70,3pe
�re�h6,lro Noddy t]ddlne.a Lmentwp NorlalY tavdr-
pvletwm
0.03P tlPa t.700 LPd t!7o ypd 1,1E0 9Fd 6T,T0 11Cd [t tll� a tlf� a tlrd a 9Pd a 9pd 7vld Flow
pkpo.•q 7i lo4
WPM -
2�J 03Q ucxa t.i6 Does T30 acme �,71 x,uv O.e6 ocr.l tl.tlo ucm 0,00 vcrN itao mle. 0-00 ac,a• Tealw�u ^-=.L'I
Gu,nmusael;� •ea CVmmVlel�r� erq/ Cvmmulvdw Svlpe Cummutetlw $larapv Cummvl Hive 9lwye Gummulattvo $[oretle CummulltWu $mmpe Cummy4tlw smratle CVa,mda[uve 516rgw CummuLillw Storotle Cummuletive slurupu
N•q n.0 R.quYed Ikequlled F•gdr.d RegVsrvd RvquYed aoquhmd R^9 In,d R•quir•d Required
IKMe Yip+. O ellam IneMn II•M 1r,the. 11� InU+•. .Ion. Inei�ee Nlene IwCMn. ntlaM � alone ® a� inChe. elbwe
•A/ S•e.M] 4'I
;r. t7e,•S ]�1 +a-¢ • OA• a :,662660
•m .R 1el /J1 I,IY r,]�.1,•. e•• e-t+ /A, WSDD ITJ :Y36t
.21mr, Rte iN LSaOY �S. +M •V aN++ •N 0 AD. a 0.7A♦♦y3yMJ w LP "/ q4 ].t] HO +.6 4S1 :e4S.a A" • OAO . -=.026-. u: ].n mace 1u+.n 1".:�/ n�./ an ta,Tc. ae/HE
•o" / /1.67 t.t sa,]••HI,]v,Ili6 •!0 :yeao..rr ±•,;u]¢,61T •A.TSS 1L0 :.te Nee¢ :A1 ]•-/m i.etl e,m
111111�
�a
�a
mod■
�a
pis
�a
Minimum Requlmd:tmogc (gallonn) L,L�i ss
Minimum Stemgn - 0 =,35T dt.ldnd by 70,300 Upd SL.5 days
FYI Fri Mlmmum CcgWme
mrte
1.
.661
Y9
.00
of�,,�°`�,
lap
The Pork Lomp myz•z-2oizz-, zmaf Sums stvoer soil ;.arvlcos, Inc.