820465_CORRESPONDENCE_20171231 (2)

NORTH CAROL#NA
Department of Environmental Quai

Murphy -Brown, LLC
qV Or
x 856
P.O. Box 0
Warsaw, NC 28398
NUTRIENT UTILIZATION PLkN REf.E��►ED
Grower(s): Murphy -Brown, LLC
Farm Name: (Formerly 2539) 2039
I Farm
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish 10496
Structure:
Storage Period:
Application Method:
> 180 days
Irrigation
M01—FA11E1Si1,E RRM OMCE
RECEIVED ! DENR 1 DVVQ
Aquifpr proter#ion Sedion
APR 0 0 2009
-agoon
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility_ In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, W, tons, etc.):
CaRacity Type Waste Produced r Animal Total
Farrow to Wean
3212 gal/yr
gal/yr
Farrow to Feeder
4015 gal/yr
gallyr
Farrow to Finish
10585 gallyr
gallyr
Wean to Feeder
223 gaVyr
gaVyr
10496
Feeder to Finish
986 gallyr
10,349,056 gaUyr
Total 10,349,056 gallyr
AMOUNT OF PLANT AVAILA13LE NITROGEN PRODUCED PER YEAR (lbs):
CaRacity Type Nitrogen Produced per Animal Total
Farrow to Wean
5.4 Ibs/yr
Ibs/yr
Farrow to Feeder
6.5 lbs/yr
Ibs/yr
Farrow to Finish
26 Ibs/yr
Ibslyr
Wean to Feeder
0.48 Ibs/yr
Ibslyr
10496
Feeder to Finish
2.3 Ibs/yr
24,141 Ibslyr
Total 24,141 Ibslyr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 181.3
Total N Required 1st Year: 36735.5
Total N Required 2nd Year: 0
Average Annual Nitrogen Requirement of Crops: 36,735.50
Total Nitrogen Produced by Farm: 24,140.80
Nitrogen Balance for Crops: (12,594.70)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2 of 8

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crap 1st Crop Lbs NIAc Lbs N Total Ibs N
Acroa e TvPo Code Apply Yield Ibs NlUnit Residual fAe Utilized
2nd Crop Time to 2nd Crop 2nd Crop Lbs NIAc Lbs N Total Ibs N
Code Apply Yield Ibs NlUnit Residual IAc Utilized
Total
Lbs NIAc
Total lbs N
Utilized
9858 1A
4.2
Norfolk
B
Mar -Sept
615
43.25
281.125
1180.725
K
Se t- dl
1
50
50
210
331.125
1390.725
15
4.9
Or'burtl
8
Mar -Sept
6.5
43.25
281.125
1377,513
K
Se t-A til
1
50
50
245
331,125
1622.513
1E
2.2
Wa ram
B
Mar -Sept
5.5
43.25
237.875
523,325
K
Se t- ri1
1
50
50
110
287.875
633.325
1F
3.3
Wa ram
8
Mar -Set
515
43.25
237.875
784.9875
K
S t- dl
1
50
50
165
287.875
949.9875
2A
6.1
Norfolk
B
Mar -Sot
6.5
43.25
281,125
1714.863
K
Sept - April
1
50
50
305
331.125
2019.863
28
4.5
Norfolk
B
Mar -Set
6.5
43.25
281,125
1265,063
K
Sept -April
1
50
50
225
331.125
1490.063
2C
3.2
Norfolk
8
Mar -Sot
6.5
43.25
281.125
899.6
K
Se t•A ril
1
So
50
160
331.125
1059,6
3A
4
Norfolk
B
Mar -Sat
6.5
43.25
281.125
1124.5
K
Sept -April
1
50
50
200
331A25
1324.5
3B
2.6
Norfolk
B
Mar -Set
6.5
4325
281.125
730.925
K
Se -
50
SQ
860.925
-7356
4A
2
Goldsboro
V
PrePlant
1.0
80
80
160
N
Sept -April
60
2.4
144
288
224
448
4B
4
Goldsboro
V
PrePWI:
1.0
80
80
320
N
Se t-A rit
60
2.4
144
576
224
896
4C
3.1
Goldsboro
V
PraPiant
1.0
8o
80
248
N
Se t-A ril
60
2.4
144
446.4
224
694.4
4D
3,3
Goldsboro
V
Pr %P I
1.0
84
80
264
N
sepl-6erli
60
2.4
144
475.2
224
739.2
4E j
6,3
G045b6ro
V
PrePOr%i
1.0
80
80
5D4
N
Sept-Apfll
60
2.4
144
907.2
224
1411.2
4F
4
Goidstxrro
V
ProPlant
1.0
80
84
320
N
Sept-ApN
60
2.4
144
576
224
596
5A 1
30.6
Goldswral
V
ProPlant
1,0
80
80
2448
N
Sep( -April
60
2.4
144
4406.4
224
6854.4
5C
21.8
GoWsborol
V
PrePtanr
1.0
80
80
1744
N
SOPI-8261
60
2.4
144
3139.2
224
4883.2
5G
19.9
GoWsborol
V
ProPlant
1.0
8o
80
1592
N
Sept- rdl
60
2.4
144
2865.6
224
4457.6
-7424
6A
3.31
Wa ram
V
PrePiard
1.0
80
35
45
148.95
Cover Crop
Sept -April
1
35
35
115.85
80
264.B
6B
2.7
Wa ram
V
Preowril
1.0
80
35
45
121.5
Cover Crop,Sept
-April
1
35
35
94.5
80
216
6C
2.49
W a ram
V
ProPlant
1.0
80
35
45
112.05
Cover Crop
Sept -April
1
35
35
87.15
80
199.2
61)
6.01
Wa ram
V
PrePlant
1.0
80
35
45
270.45
Cover Crop
Se t-A rll
1
35
35
210.35
80
480.8
6E
2.41
Wa ram
V
PrePWA
1.0
BQ
35
45
108.45
Cover Crop
Sept -April
1
35
35
84.35
80
192,8
6F
5.34
Wa ram
V
PrePfam
1.0
BO
35
45
240.3
Cover Crop
Se 1 1
1
35
35
186.9
80
427.2
6G ,
2.31
Wa ram I
V
PrePfanl
1.0
80
35
45
103.95
Cover Crop
Sepl-Apnl
1
35
35
80.85
80
184.8
6H
2.83
Wa ram
V
PrePLant
1 0
80
35
45
172.35
Cover Crop
Sai.Aphl
1
35
35
134 05
50
306.4
61
2.34
We ram
V
PrePlam
1.0
8o
35
45
1Q5.3
Cover CmP
Se t-A ril
1
35
35
81.9
80
187,2
61
5.85
Wa ram
V
PrePlant
1.0
80
35
1 45
263.25
Cover Crop
Sept-Almil
1
35
35
204.75
80
468
6K
1.88
Wa ram
V
ProPlant
1.0
80
35
45
84.6
Cover Crop
Se t-A I
1
35
35
65.6
80
150.4
61.
5.12
Wa ram
V
ProPlant
1.0
80
35
45
230.4
Cover Cro
Sept - II
1
35
35
179.2
80
409.6
6M
1.68
Wa ram
V
PrePlant
1.0
80
35
45
75.6
Cover Crop
SeDt-Apdl
1
35
35
58.8
60
134.4
6N
6.03
W a ram
V
PruPiant
1.0
80
35
45
271.35
Cover Crop
Sept -April
1
35
35
211.05
80
482.4
a
a
0
iorafs: i8t.3 f9510 17225.5 38705,5
3(a} or 8

Reception Area Specifications
Tract Field Irrigated Saff Ist Crop Timeto llstCrop IstCrop LbsNIAc LbsN IG—al-lbsN
Acreage Type Code Apply Yiold lbs NfUnIt Revidual Mc UtHlzed
3(b) of 8

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen_
In interplanted fields ( i_e. small grain, etc, interseeded in bemluda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches_ In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially fate in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier_ You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop
A Barley
B Hybrid Bermudagrass - Grazed
C Hybrid Bermudagrass - Hay
D Corn - Grain
E Corn - Silage
F Cotton
G Fescue - Grazed
H Fescue - Hay
I Oats
.f Rye
K Small Grain - Grazed
L Small Grain - Hay
M Grain Sorghum
N Wheat
O Soybean
P Pine Trees
Lbs N utilized / unit yield
1.6 Ibs N / bushel
50 Ibs N / ton
50 Ibs N / ton
1,25 ibs N / bushel
12 Ibs N / ton
0.12 Ibs N / Ibs lint
50 Ibs N 1 ton
50 Ibs N / ton
1.3 Ibs N 1 bushel
2.4 Ibs N / bushel
50 lbs N I acre
50 Ibs N I acre
2.5 Ibs N / cwt
2.4 Ibs N 1 bushel
4.0 Ibs N 1 bushel
40 Ibs N I acre / yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4of8

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications . PAN/!animal Farm Tota r
Farrow to Wean o.84
Farrow to Feeder 1
Farrow to Finish 4.1
Wean to Feeder 0.072
10496 Feeder to Finish 0.36 3778.56
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 3778.56 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 18892.8 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 62 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 151.1424 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
'This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
_Tract
Hydrant
Type
Crop
inlhr
*inches
9858
1A
Norfolk
B
0.5
1
1 B
Or'burg
B
0.5
1
1 E
Wagram
B
0.6
1
1 F
Wagram
B
0.6
1
2A
Norfolk
B
0.5
1
T7424
6
Norfolk
B
0.5
1
2C
Norfolk
B
0.5
1
3A
Norfolk
B
0.5
1
3B
Norfolk
B
0.5
1
--7356
4A
Goldsboro
V
0.4
1
4B
Goldsboro
V
0.4
1
4C
Goldsboro
V
0.4
1
4D
Goldsboro
V
0.4
1
4E
Goldsboro
V
0.4
1
4F
Goldsboro
V
0.4
1
5A
Goldsboro
V
0.4
1
5C
Goldsboro
V
0.4
1
5G
Goldsboro
V
0.4
1
-7424
6A
Wagram
V
0.6
1
6B
Wagram
V
0.6
1
6C
Wagram
V
0.6
1
6D
Wagram
V
0.6
1
6E
Wagram
V
0.6
1
6F
Wagram
V
0.6
1
6G
Wagram
V
0.6
1
6H
Wagram
V
0.6
1
61
Wagram
V
0.6
1
61
Wagram
V
0.6
1
6K
Wagram
V
0.6
1
6L
Wagram
V
0.6
1
6M
Wagram
V
0.6
1
6N
Wagram
V
0.6
1
6of8

Additional Comments:
The crop code V designates summer truck crops.
All applications on these crops will be pre -plant.
Field 6 is optional for use. Cover crop may be applied on at a rate of
50 lbs/acre and cut for hay. In this case no residual will be taken
from truck crop application rate.
On Fields 4 & 5, the producer may opt to apply on any of the following crops
for the summer pumping season:
CROP PAN/Acre WINDOW
Corn 136.25 Feb15-June
Soybeans 140 Jun -Sept
_Millet (Hay) 275 Apr -Oct
Cotton 111 April - Aug
Nitrogen rate for bermuda is a combination of hay & graze rates. At least
half the forage will be removed by haying.
Field 5 cover crop can be applied on at a rate of 35 lbs./acre. The pumping
windows are Sept.- April.
Optional--- Tract 7890 Fields 1 4.81 acres and Field 2 1.85 acres. May apply
to the following crops. Both tracts are Norfolk.
Truck Crops 80 lbs. N preplant _
Wheat 141 lbs. Sept -April
Corn 141 lbs Feb 15 - June _
Cotton 78 lbs. April -August -
SB515 setbacks apply. They are as follows:
1. 100' from water supply well
2. 200' from residence
3. 50' frorn public ROW.
4. 50' from property line not owned by the producer or lessor_
5. 75' from blue -line stream
7 of 8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: 2039
Owner: Murphy -Brown, LLC
Manager:
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. Vwe know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Murphy -Brown, LLC
Signature:
Dale
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist: Toni W. Kin
Affiliation: Murphy -Brown, LLC.
Signature:
Address: 2822 H jU 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: [phone]
Date
Date
8of8

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving crop type, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based upon soil type, available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict the rate of applications for
other nutrients
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field (See
USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See 'Weather and Climate in North Carolina" for
guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and flies.
Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen-
1 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste/nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to take up released nutrients.
Waste shall not be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and canal. Animal waste, other than swine waste from facilities sited on or after October 1,
1995, shall not be applied closer than 25 feet to perennial waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways_
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted cropland
provided the fields have been approved as a land application site by a "technical
specialist". Animal waste shall not be applied on grassed waterways that discharge
directly into water courses, and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
2 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on 'all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied pre -plant with no further applications of animal
waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
nutrient, unless other restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in
the soil shall be monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum crop
production. Soil and waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for a minimum of five
years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
3 of 3

July 1, 2007
Murphy -Brown, LLC
Farm 2539
PO Box 856
Warsaw, NC 28398
Michael F. Easley, Governor
William G_ Ross Jr_, Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
JUN 27 2W7
OENR - FAYETTNLLE KGIONAl OFRCE
Subject: Certificate of Coverage No. AWS820465
Farm 2539
Animal Waste Management System
Sampson County
Dear Murphy -Brown, LLC:
In accordance with your application received on I l -Jun-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Murphy -Brown, LLC, authorizing the operation of the subject
animal waste management system in accordance with General Permit AWG 100000. -
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Farm 2539, located in Sampson County, with an animal capacity of no greater
than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 10496 Boar/Stud: 0
Wean to Feeder: 0 Farrow to Wean: 0 Gilts: 0
Farrow to Finish: 0 Farrow to Feeder: 0
If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows.
Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows
may be replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009 and replaces the NPDES
COC issued to this facility with an expiration date of July 1, 2007. You are required to continue
conducting annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension
in Condition EU.19 does not apply.
Pursuant to this COC, you are authorized and required to operate the system in conformity with the
conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An
adequate system for collecting and maintaining the required monitoring data and operational information
must be established for this facility. Any increase in waste production greater than the certified design
capacity or increase in number of animals authorized by this COC (as provided above) will require a
modification to the CAWMP and this COC and must be completed prior to actual increase in either
wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is
a package containing the new and revised forms used for record keeping and reporting. Please vav
careful attention to the record keeping and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.newaterpualitv.orE Location; 2728 Capital Boulevard
An Equal opportunity/Affirmative Action Employer- 50% Rftydedll0% Post Consumer Paper
NorrthCarofima
,Vatundly
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 02T .0111(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed to NRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection staff may be reached at 910433-3300. If you need additional information concerning
this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-
3221.
Sincerely,
4
for Coleen H. Sullins
Enclosures (General Permit AWG100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AWS820465

Murphy -Brown, LLC 5/5/2006 P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s): Murphy -Brown, LLC
Farm Name: (Formerly 2539) 2039
County: Sampson
Farm Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish 10496
Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
>180 days
Irrigation
RECEIVED 1 DENR I DWQ
AOUIFFR'ARnTFf:TIf}N SECT0
DEC 2 72006
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied -
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
0
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
1'1''I'
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
C=
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations-
V t�f
C7
5. Wind conditions should also be considered to avoid drift and downwind odor
�
problems.
fi
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not. more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
21-1.0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, W, tons, etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean
3212 gallyr
gal/yr
Farrow to Feeder
4015 gal/yr
gallyr
Farrow to Finish
10585 gal/yr
gallyr
Wean to Feeder
223 gallyr
gallyr
10496
Feeder to Finish
986 gaYyr
10,349,056 gallyr
Total 10,349,056 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Capacity Type Nitrogen Produced eer Animal Total
Farrow to Wean
5.4 Ibs/yr
Ibs/yr
Farrow to Feeder
6.5 Ibs/yr
Ibs/yr
Farrow to Finish
26 Ibstyr
Ibs/yr
Wean to Feeder
0.48 Ibsfyr
Ibs/yr
10496
Feeder to Finish
2.3 Ibs/yr
24,141 lbs/yr
Total 24,141 lbs/yr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 181.3
Total N Required 1st Year: 36735,5
Total N Required 2nd Year: 0
Average Annual Nitrogen Requirement of Crops: 36,735.50
Total Nitrogen Produced by Farm: 24,140.80
Nitrogen Balance for Crops: (12,594.70)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2of8

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lb$ N[Ac Lbs N Total rbs N
Acre, e T e Code Apply Yield Ibs NlUnit Residual FAc Utilized
2nd Crop Time to 2nd Crop end Crop Lbs NIAc Lbs N Total Ibs N
Code Apply Yield Ibs NlUnit Residual IA¢ Utilized
Total
Lbs NIAc
Total rbs N
Utilized
9856
1A
4.2
Norfglk
B
Mar -Set
6.5
43.25
281.125
1180.725
K
Se 1-A ril
1
50
50
210
331.125
1390,725
1B
4.9
Or'bur
0
Mar -Se I.
6.5
43.25
281-125
1377,513
K
Sept -April
1
50
50
245
331.125
1622.513
1 c
2.2
Wa ram
B
Mar-$e t
5.5
43.25
237.875
523.325
K
Sept -April
1
50
50
110
287.875
633.325
1F
313
4Va rant
a
Mar -se :
5.5
43,25
237,875
784.9873
K
Sa t-A riI
;
50
50
165
287.875
949.9875
2A
6.1
Norfolk
a
Mar -Se 1
6.5
43.25
281.125
1714.863
K
Sept -April
1
50
50
305
331.125
2019.863
2B
4.5
Norfolk
S
M;rr-Set
6.5
43.25
281.125
1265,063
K
Sew -April
1
50
50
225
331.125
149OL063
2C
3.2
Norfolk
B
Mar -Sept
65
43.25
281.125
899.6
K
Se t- riI
1
50
50
160
331,125
1059.6
3A
4
Norfolk
B
Mar -Sept
6.5
43.25
281.t25
1124.5
K
Se t•A riI
1
$0
50
200
331.125
1324.6
3B
2.6
Norfolk
©
Mar -Se 1
6.5
43.25
281.125
730.925
K
Se t-A riI
1
50
50
130
331,125
860.925
-7356
4A
2
Goldsboro
V
PrePlant
1 0
80
80
160
N
Sept -April
60
2.4
144
288
224
448
4B
4
Goldsboro.
V
PreRant
1,0
80
80
320
N
Sepl-AP61
60
2.4
144
576
224
896
4C 1
3.1
Goldsboro
'd
FrePlanl
1.0
80
80
248
N
Sept -April
80
2A
144
4445A
224
694.4
40
3.3
Goldsboro
V
PrePlant
1.0
80
80
264
N
Sept -April
60
2.4
144
475.2
224
739.2
4E
6.3
Goldsboro
v
PrePlant
1.0
80
80
504
N
Se r-A riI
60
2,4
144
907.2
224
1411.2
4F
4
Getdsbcro
V
PrePlant
"0
80
80
320
N
Se I -A riI
60
2.4
144
$76
224
896
5A
30.6
Goldsboro
V
PrePlant
1.0
BO
80
2448
N
Sept -April
60
2.4
144
4406.4
224
6854.4
5C
21.8
Goldsboro
V
PrePlant
1.0
80
80
1744
N
Sept -April
60
2.4
144
3139.2
224
4883.2
5G
19.9
G04sl>oro
V
PrePtant
1,0
80
80
1592
N
Se t-A ril
60
2.4
144
2865.6
224
4457.6
-7424
6A
3.31
1Na ram
V
PrePlant
1,0
80
35
45
148,95
Cover Crop
Se t-A nl
1
35
35
115.85 1
80
254,6
613
23
Waciram
I V
PrePlant
1.0
80
35
45
121.5
Cover Crop
Se t-A ril
1
35
35
94.5
80
216
6C
2.49
Wa ram
v
I PrePlant
1.0
80
35
45
112.05
Coyet Crop
Se 1-A N
1
35
35
87.15
BO
199.2
3)
! 6,01
4Va •ram
V
PrePlant
1,0
SC
35
45
27C.45
Cover rop
e t-Aer i
1
35
35
210.35
80
480.8
6E
2.41
Wacirani
V
PrePlant
1.0
80
35
45
108.45
Cover Crop
Se t-A rot
1
35
35
84.35
60
1928
6F
5.34
Wa ram
V
PrePlant
1.0
80
35
45
240.3
Cover Crop
$e t•A ril
1
35
35
186.9
60
427.2
6G
2.31
Warwam
v
I ProPlan[
1.0
80
35
45
103.95
Cover Croe
Se t-A riI
1
35
35
80.85
80
184.8
ari
3,63
"'Vaciram
V
I PreP!aci
1.0
60
35
45
172.35
Cover Crop
Se t-A ril
1
35
35
134.05
80
306.4
61
2.34
Wa ram
V
ProPtant
1.0
80
35
45
105.3
Cover Crop
Sepi-Alard
1
35
35
81.9
80
1872
6.1
5,85
Wa ram
V
PrePlant
1'0
80
35
45
263.25
Cover Crop
Se 1-A riI
1
35
35
204.75
80
468
6K
1-88
Wac ram
V
Pr&F rt;
1.0
80
35
45
84.6
Cover Crop
Sept -April
1
35
35
65.8
80
150.4
EL
5.12
'v a ram
V
PrePlarl
1.0
80
35
45
23C.4
Cover Cro
Se t-A ri
1
35
35
79.2
8o
409,6
6M
1.68
Wa ram
V
PrePlant
1,0
80
35
45
75,6
Cover Crop
Se t-A rit
1
35
35
58.8
80
134.4
6N
6,03
1ja ram
V
PrePlant
1D
80
35
45
271.35
Cover Crop
Se I -A ril
1
35
35
211.05
80
482A
i
e
o
0
I
To[als: 161.3 19510 17Z25.5 38795.5
3(a) of 8

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This foss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop
A Barley
a Hybrid Bermudagrass - Grazed
C Hybrid Bermudagrass - Hay
❑ Corn - Grain
E Corn - Silage
F Cotton
G Fescue- Grazed
H Fescue- Hay
I Oats
J Rye
K Small Grain - Grazed
L Small Grain - Hay
M Grain Sorghum
N Wheat
O Soybean
P Pine Trees
Lbs N utilized / unit yield
1,8 lbs N / bushel
50 lbs N I ton
50 lbs N / ton
1.25 lbs N / bushel
12 lbs N / ton
0.12 lbs N / lbs lint
50 lbs N ! ton
50 lbs N 1 ton
1.3 lbs N / bushel
2.4 lbs N I bushel
50 lbs N 1 acre
50 lbs N 1 acre
2.5 lbs N / cwt
2.4 lbs N / bushel
4.0 lbs N / bushel
40 lbs N / acre I yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste,
4of8

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PAN r/animal Farm Total/ r
Farrow to Wean
0.84
Farrow to Feeder
1
Farrow to Finish
4.1
Wean to Feeder
0.072
10496 Feeder to Finish
0.36 3778.56
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 3778.56 pounds of plant available nitrogen per year wilt accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 18892.8 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass haytand at the
rate of 300 pounds of nitrogen per acre, you will need 62 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 151.1424 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
'This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimurn soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5 of 8

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract
. Hydrant
Tye
Crop
inlhr
* Inches
9858
1A
Norfolk
B
0.5
1
1 B
Or'burg
B
0.5
1
1 E
Wagram
B
0.6
1
1 F
Wagram
B
0.6
1
2A
Norfolk
B
0.5
1
T7424
6
Norfolk
B
0.5
1
2C
Norfolk
B
0.5
1
3A
Norfolk
B
0.5
1
3B
Norfolk
B
0.5
1
--7356
4A
Goldsboro
V.
0.4
1
4B
Goldsboro
V
0.4
1
4C
Goldsboro
V
0.4
1
4D
Goldsboro
V
0.4
1
4E
Goldsboro
V
0.4
1
4F
Goldsboro
V
0.4
1
5A
Goldsboro
V
0.4
1
5C
Goldsboro
V
0.4
1
5G
Goldsboro
V
0.4
1
--7424
6A
Wagram
V
0.6
1
6B
Wagram
V
0.6
1
6C
Wagram
V
0.6
1
6D
Wagram
V
0.6
1
6E
Wagram
V
0.6
1
6F
Wagram
V
0.6
1
6G
Wagram
V
0.6
1
6H
Wagram
V
0.6
1
61
Wagram
V
0.6
1.
6J
Wagram
V
0.6
1
6K
Wagram
V
0.6
1
6L
Wagram
V
0.6
1
6M
Wagram
V
0.6
1
6N
Wagram
V
0.6
1
6 of 8

Additional Comments:
The crop code V designates summer truck crops.
All applications on these crops will be pre- lant,
Field 6 is optional for use. Cover crop may be applied on at a rate of
50 lbslacre and cut for nay. In this case no residual will be taken
from truck crop application rate.
On Fields 4 & 5, the producer may opt to apply on any of the following crops
for the summer pumping season:
CROP PAN/Acre WINDOW
Corn 136,25 Mar -July
Soybeans 140 Jun -Sept
Millet {Hayes 275 Apr -Oct
Nitrogen rate for bermuda is a combination of hay & graze rates. At least
half the forage will be removed by haying.
Field 5 cover crop can be applied on at a rate of 35 Ibs.lacre. The pumping
windows are Sept.- April.
7of8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: 2039
Owner: Murphy -Brown, LLC
Manager:
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will requi►e a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
11we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Murphy -Brown, LLC
Signature:
Date
Name of Manager (if different from owner): 1V txill�
Signature.
5- S- 0c
Date
Name of Technical Specialist; Amy E. Roberson
Affiliation: Murphy -Brown, LLC.
Address: 2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: [phone]
Signature:
Date
8of8

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recievinq crop type, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based upon soil type, available moisture, historical data, climatic conditions, and
level of management, unless there are regulations- that restrict the rate of applications for
other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field (See
USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application dues not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance)-
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application_ No ponding should occur in order to control odor and flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
1 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste/nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to take up released nutrients.
Waste shall not be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and canal. Animal waste, other than swine waste from facilities sited on or after October 1,
1995, shall not be applied closer than 25 feet to perennial waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted cropland
provided the fields have been approved as a land application site by a "technical
specialist Animal waste shall not be applied on grassed waterways that discharge
directly into water courses, and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
2of3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied pre -plant with no further applications of animal
waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
nutrient, unless other restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in
the soil shall be monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum crop
production. Soil and waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for a minimum of five
years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
3of3

April 25, 2007
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Murphy -Brown, LLC
Farm 2539
P O Box 856
Warsaw, NC 28398
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
RECEIVED
APR 2 7 2007
DN-FAWM1LE RFOONAt MCI:
Re: Request for Information
FacilityAnnual Stocking Average
Farm 2539
Permit #: NCA282465 .
Sampson County
Dear Murphy -Brown, LLC :
Based on information submitted with the facility's Animal Facility Annual Certification Form,
the Division of Water Quality (DWQ) is requesting additional information related to the annual
average of animals for the year 2006.
The Certificate of Coverage (COC) NCA282465 of your NPDES Permit states:
"This approval shall consist of the operation of this system, including, but not limited to,
the management of animal waste from the Farm 2539 located in Sampson County, with
an animal capacity of no greater than an annual average of 10496 feeder to finish, and
the application to land as specified in the facility's Certified Animal Waste Management
Plan (CAWMP). if this is a Farrow to Wean or Farrow to Feeder operation, there may
also be one boar for each 15 sows. Where boars are unnecessary, they may be replaced
by an equivalent number of sows. Any of the sows may be replaced by gilts at a rate of 4
gilts for every 3 sows."
The Division received your annual certification form on March 1, 2007. On that form, you
indicated that your annual average was 11136. This exceeds the annual average specified in your
COC of 10496. To avoid possible enforcement action for a violation of your permit, please
submit the facility's stocking records for the year 2006 within thirty (30) clays to the following
address:
o Carolina
NNaturally
Aquifer Protection Section 1636 Mail Service Center
Internet: WWw.ncwatcraualitv.ore Location: 2728 Capital Boulevard
An Equal OppmuntylAftim Uve Action Employer— NA RecycledllD% Pass Consumer Paper
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

Contd. Page 2
April 25, 2007
Murphy -Brown, LLC
NCA282465
Miressa D. Garoma
Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
Please be advised that nothing in this letter should be taken as removing from you the
respari�sibility�orI iability for failure to comply with any State Rule, State Statue or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact me at (919) 715-
6937 or the Fayetteville Regional Office at [phone].
Sincerely,
Miressa D. Garoma
Soil Scientist
cc: APS Central Files
Fayetteville Regional Office

I
0
December 1, 4UU6
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Murphy -Brown, LLC
Farm 2539
PO Drawer 856
Warsaw, NC 28398
Michael F. Easley, Governor
William G, Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Subject: Application for Renewal of Coverage for Expiring NPDES General Permit
Dear Perminee:
Alan W_ Klimek, P-E. Director
Division of Water Quality
RECEIVED
DEC 0 S 2006
ON - FA*TTEIRI U REGIONAL URCE
Your facility is currently approved for operation under one of the Animal Waste Operation NPDES General Permits, which expire on
July 1, 2007, Due to changes in federal rules, facilities that do not discharge nor propose to discharge may choose whether or not to
retain coverage under an NPDES General Permit. Copies of the draft animal waste operation NPDES general permits and the State
Non -Discharge General Permits are available at http://h2o.enr.state.nc^us/aps/afou/downloads.htm or by writing or calling:
NCDENR — DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under one of these two types of general permits, you must submit an application for Permit
coverage to the Division. Enclosed you will find a 'Request for Certificate of Coverage Facility Currently Covered by an Expiring
NPDES General Permit.' The application form must be completed and returned by January 2, 2007. Please note, you must include
two 2 copies of your most recent Waste Utilization Plan with the gpPlication form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to S25,000 per day.
If you have any questions about the draft general permits, the enclosed application, or any related matter please feel free to contact the
Animal Feeding Operations Unit staff at 919-733-3221.
Sincerely,
Ted L. Bush, Jr., Chief
Aquifer Protection Section
Enclosures
cc (wlo enclosures): Satmpsoa County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central files - 820465
Carroll's Foods Inc
Aquifer Protection Section 1636 Mail Service Center
Internet: www.newateruuality.ora Location: 2728 Capital Boulevard
An Equal Opportuno/Affirmativa Action Employer— 50% Recycled/1 0% Post Consumer Paper
Raleigh, NC 27699-1636 Telephone:
Raleigh, NC 27604 Fax 1:
Fax 2:
Customer Service:
tal
Carolina
(919)ura!!y
[phone]
[phone]
(877) 623- i748

David S. Elkin, P.E.
Murphy -Brown LLC
P.O. Box 856
Warsaw, North Carolina 28398
Dear Mr- Elkin:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
August 17, 2006 RECEIVED
AUG 21 2003
DW--FAYE MMLLE REGIONAL OTCE
Subject: Experimental Innovative Technology
Certificate of Coverage No. NCA282465
Farm 2539
Animal Waste Management System
Sampson County
The Division of Water Quality received your letter, dated July 22, 2006, requesting permission to
add a partial lagoon cover to the lagoon at the Farm 2539 facility for the evaluation of bio-gas
capture. We agree that there should be no significant affect on the performance of the lagoon
due to the proposed changes. According to Condition I.8 in NPDES General Permit No.
NCA200000, the Division grants approval for the installation of the partial lagoon cover. If you
wish to expand the use of this innovative technology at this facility, you most make an additional
permission request, and, depending on the scale of the proposed change, may be required to
submit a formal application for permit modification. If you have any questions regarding this
matter, you may contact me at [phone].
Sincerely,
Todd A. Bennett
Environmental Engineer
cc: Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files
Aquifer Protection Section 1636 Mail Service Center
Internet: my aN.ncwaterauality.org Location: 2728 Capital Boulevard
An Equal QpportunitylAflirmaWe Action Employer- 50% Retyded110% Post Consumer Paper
I p Camlina
Vaturahy'
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

a
Waste Management Plan Changes
Facility
Farm 'a Q31
RECEIVED
MAY 0 8 2006
I aN-FAYMuEMMOcE
This farms Waste Management Plan has made the following changes:
❑ Crop changes
❑ Wetted Acres
❑ Increased Acreage
❑ Decreased Acreage
❑ Changed Irrigation Design
❑ Change in Farm type
❑ Plan based on 3 Years On Farm Records
Comments:
5-5-06
Date
N r.
0

POP
NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: 2039
Owner: Murphy -Brown, LLC
Manager:
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above, liwe know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
Uwe understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate limes and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Murphy -Brown, LLC
Signature:
Date
Name of Manager (if different from owner):
Signature:
S~S-dG
Date
Name of Technical Specialist: Amy E. Roberson
Affiliation: Murphy -Brown, LLC.
Address: 2822 Hwv 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: [phone]
Signature: 5 — 5 " j
Date
8 of 8

April 5, 2006
David S. Elkin, P.E.
Murphy -Brown, LLC
P.O. Box 856
Warsaw, North Carolina 28398
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
RECEIVED
APR 0 7 2006
DOM-FAYEI'i3;1 URMOMLOMCE
Subject: Proposed Lagoon Construction Review
Certificate of Coverage No. NCA282465
Farm 2539
Animal Waste Management System
Sampson County
Dear Mr- Elkin:
The Division of Water Quality received your lagoon retrofit package for Farm 2539 on March
28, 2006. In it, you propose`fo construct a new anaerobic lagoon to replace the existing lagoon,
which likely has liner integrity issues. We reviewed the information you provided and do not see
any problems with the new lagoon design. You, therefore, have permission to move forward
with the construction of the new lagoon and the subsequent closure of the existing lagoon. As a
reminder, please be sure to follow all applicable NRCS standards during this renovation process.
If you have any questions regarding this matter, please contact me at [phone].
Sincerely,
Todd A. Bennett
Environmental Engineer
cc: Ta ettfuille-Reg Char=Qff ce,.A4uife-r-J-lrotection_Section
AFO Central Files
NorlhCarolina
Naturally
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwalerqua1i[y.ore location: 2728 Capital Boulevard
An Equal Opportunity/Affirmative Action Employer— 50% Recydedl10% Post Consumer Paper
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

GROWER: Farm 2039
ADDRESS: PO Box 487
Warsaw, NC 28398
COUNTY:
EmerciencV Action Plan
DESIGNED BY: KBW
CHECKED BY: DSE
DATE: 03/24106
SHEET I OF 2
Using this outline as guidance, you should develop a specific emergency action plan for your
waste handling system.. This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should NOT wait until wastes
reach surface water or leave your property to consider that you have a problem. You should
make every effort to ensure that this does not happen. This plan should be available to all
employees at the facility, as accidents, leaks, and breaks could happen at any time. Your
plan should follow this format:
Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to problems are listed below:
A. Lagoon overflow -possible solutions are:
add soil to berm to temporarily increase elevation of dam -any permanent
alteration of the dam should be approved by a qualified professional engineer
or qualified technical specialist
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waters} -hold waste in house if possible
call a pumping contractor
make sure no surface water is entering lagoon
NOTE: The above listed activities should be started when your lagoon level has exceeded
the temporary storage level.
B. Runoff from waste application field -actions include:
immediately stop waste application
create a temporary diversion or berm to contain the waste on the field
incorporate waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and sprinklers -actions include:
- stop recycle (flushing system) pump
- stop irrigation pump
- close valves to eliminate further discharge
- separate pipes to create an air gap and stop flow
flush system, houses, solids separators -actions include:
stop recycle (flushing system) pump
- stop irrigation pump
- make sure no siphon effect has been created
- separate pipes to create an air gap and stop flow
D. Leakage from base or sidewall of lagoon. Often these are seepage as opposed to
flowing teaks -possible action':
dig a small well or ditch to -catch all seepage put in a submersible
pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clayey soil
other holes may be likewise temporarily plugged with clay soil

GROWER: Farm 2039
ADDRESS: PO Box 487
DESIGNED BY: KBW
CHECKED BY: DSE
Warsaw, NC 28398 DATE: 03/24/06
COUNTY: Sampson SHEET 2 OF 2
3. Begin temporary storage pump -out of the lagoon when the fluid level reaches the
elevation 104.28 as marked by the staff gauge. Stop pump -out when the fluid level
reaches elevation 100.90. This temporary storage, less 100 year 124 hour storm,
contains 751962 cubic feet or 5624675 gallons.
4. The recommended maximum amount to apply per irrigation is one (1) inch and the
recommended maximum application rate is 0.3 inches per hour. Refer to the waste
utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed
annually. Vegetation should be fertilized as needed to maintain a vigorous stand.
6. Repair any eroded or damaged areas and establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable outlets.
8. Keep a minimum of 75 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall
be applied in a manner such that waste will not reach other property -and public
rights -of -way_
9. The Clean -Water Act of 1977 prohibits the discharge of pollutants into waters
of the United States. Waste shall not be discharged into surface waters, drainageways,
or wetlands by either discharge or by over -spraying. The Department of Environment,
Health, and Natural Resources, Division of Environmental Management,
has the responsibility for enforcing this law.
Murphy -Brown, LLC Engineering P.O. Box 855, Warsaw NC 28398 [phone]

GROWER: Farm 2039 DESIGNED BY: KBW
ADDRESS: PO Box 487 CHECKED BY: DSE
Warsaw, NC 28398 DATE: 03/24/06
COUNTY: Sampson SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and 180 days of
temporary storage. The time required for the planned fluid level (permanent and
temporary storage) to be reached may vary due to site conditions, weather, flushing
operations, and the amount of fresh water added to the system.
The designed temporary storage consists of 180 days of temporary storage for:
(1) manure production of animals, (2) excess fresh water storage, (3) rainfall in
excess of evaporation, (4) storage for the 100 year 124 hour storm for the location,
(5) and, if applicable, an additional "heavy rain" storage volume for chronic rainfall
events. Allocation for any additional fresh water usage is also included in the
temporary storage. The volume of waste generated from a given number of animals
will be fairly constant throughout the year, but excess rainfall will vary from year to year.
The 100 year rainfall will not be a factor"to consider in an annual pumping cycle, but
this storage volume must always be available.
A staff gauge must be installed in the lagoon that indicates the start pumping and stop
pumping levels. The start pumping level is the maxim liquid level under normal operating
conditions. The stop pumping level is the minimum liquid level under normal
operation to maintain required treatment volume and depth. Pumping can be started
and stopped anywhere between these two elevations for operating convenience as site
conditions permit, such as weather, soils, crop, and equipment in order to apply waste
without runoff or leaching. However, it is recommended that the lagoon be kept
pumped down as much as possible.
Land application of wastewater is recognized as are acceptable method of disposal.
Methods of application include solid set, center pivot, guns, and traveling guns. Care
should be taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is required that the treatment lagoon be precharged to one-half the treatment volume
or as otherwise specified on the lagoon design drawings before wastes are introduced,
The purpose is to prevent excessive odors during start-up. Precharging reduces the
concentration of the initial waste entering the lagoon thereby reducing odors. Solids should
be covered with effluent at all times. When precharging is complete, flush buildings with
recycled lagoon liquid. Fresh water should not be used for flushing after initial filling.
2. The attached Waste Utilization Plan shall be followed. The plan recommends
sampling and testing of waste before land application.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 (gip) 293-3434

GROWER: Farm 2039
DESIGNED BY:
ADDRESS: PO Box 487 CHECKED BY:
Warsaw, NC 28398 DATE:
COUNTY: Sampson SHEET 1
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 3.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
KBW
DSE
OF 1
180 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
90 LBS. RYE GRAIN AT 30 LBSJACRE (NURSERY FOR FESCUE)
180 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBSJACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
24 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBSJACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
30 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
120 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
3000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
6 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
300 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
03124106
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH
SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR SIMILAR
DEVICE. APPLY MULCH AND SECURE WITH AN ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER UNTIL
BAHIA GRASS IS ESTABLISHED.
Murphy -Brown, LLC Engineering P.O. Box 656, Warsaw NC 28398 [phone]

GROWER: Murphy -Brown LLC Farm 2039 DESIGNED BY: KBW
ADDRESS: PO Box 856 CHECKED BY: DSE
WARSAW, NC 28398 DATE: 3/24/06
COUNTY: SAMPSON SHEET 2 OF 2
When areas of unsuitable material are encountered, they shall be overexcavated below finish
grade to the specified depth as measured perpendicular to the finish grade. The foundation
shall be backfilled as specified to grade with a material approved by the owner.
REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when called for in the notes
on the drawings or as shown on a typical cross section on the drawings. The final
dimensions of the cutoff trench shall be determined' by observation of the foundation
materials during construction.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded to the planned
type of vegetation as- soon as possible after construction according to the seeding
specifications. Topsoil, if available on site shall be placed on areas of the dike and pad to be
seeded. Temporary seeding or mulch shall be used if recommended permanent vegetation
is out of season dates for seeding. Permanent vegetation shall be established as soon as
possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS:
An observation trench shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain tile lines are present in the
lagoon area. The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side slopes
shall be 1:1 or flatter. Trench backfill shall be compacted as stated in the EXCAVATION
AND EARTHFILL PLACEMENT section of the specification.
When the drains are encountered, the the will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The tile trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are removed shall
be either capped off or rerouted around the lagoon, as directed by the engineer or his
representative.
SAFETY AND HEALTH REQUIREMENTS:
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times by the contractor during construction.
Murphy -Brown LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

GROWER: Murphy -Brown LLC Farm 2039 DESIGNED BY: KBW
ADDRESS: PO Box 856 CHECKED BY: DSE
WARSAW, NC 28398 DATE: 3/24/06
COUNTY: SAMPSON SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be cleared of trees,
logs, stumps, roots, brush, boulders, sod, and rubbish. The contractor shall be responsible
for the disposition of all debris to the satisfaction of the owner. The topsoil from the lagoon
and pad area should be stripped and stockpiled for use of the dike and pad areas. After
stripping, the foundation area of the lagoon embankment and building pad shall be thoroughly
loosened prior to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT
The completed excavation and earthfill shall conform to the lines, grades, and elevations
shown on the plans. Earthfill material shall be free of material such as sod, roots, frozen soil,
stones over 6 inches in diameter, and other objectionable material. To the extent they are
suitable, excavated material may be used as fill. The fill shall be brought up in approximately
horizontal layers not to exceed 9 inches in thickness when loose and prior to compaction.
Each layer shall be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or equivalent method. Compaction shall be considered
adequate when fill material is observed to consolidate to the point that settlement is not
readily detectable. NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS
IN THE LINER SECTION OF THIS SPECIFICATION.
The embankment of the lagoon shall be installed using the more impervious materials from
the required excavations. Construction of fill heights shall include 5 percent for'settlement.
Dikes over 15 feet in height with an impoundment capacity of 10 acre-feet of more fall under
the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept. of
Environment, Health and Natural Resources, Land Quality Section. The height is defined as
the difference in elevation from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive erosion and
sedimentation.
LINER:
A 40 mil HDPE liner shall be furnished and installed by the contractor in accordance with the
liner manufacturers guidelines. Liner, as shown on the drawing, shall be manufactured by
GSE Inc. or owner approved equivalent.
Murphy -Brown LLC Engineering P.O. Box 856, Warsaw NC 28398 (9I0) 293-3434

Grower: Farm 2039 Designed By: KBW
Address: PO Box 487 Checked By: DSE
Warsaw, NC 28398 Date: 03/24/06
County: Sampson Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised in August, 2003.
Emergency Spillway:
An Emergency Spillway has been designed per the owners request.
NOTE: See attached Waste Utilization Plan
C�—
DESIGNED:REAL.
Oat3994
DATE: ,3 2540,
COMMENTS: The lagoon has been designed as an irregular shape_
Actual contour areas taken from the lagoon design are used to calculate
the surface area and storage volume characteristics of the lagoon.
This approach insures that rainfall capture on the lagoon is fully
accounted for and that storage volumes calculated represent actual
conditions regardless of the shape.
Murphy -Brown, LLC Engineering P.Q. Box 856, Warsaw NC 28398 [phone]

Grower: Farm 2039 Designe KBW
Address: PO Box 487 Checker DSE
Warsaw, NC 28398 Date: 03/24/06
County: Samoson Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 107.00
1 l TOP OF STORM ELEV = 105.70 I 1
! TOP OF HEAVY RAIN ELEV = 104.95 !
� 1
STRT PMP EL.= 104.28 1 TOP OF TEMP STORAGE ELEV = 104.28 1
1 i
END PMP EL. = 100.90 l TOP OF TREAT ELEV = 100.90 SHWT = 96.00
1
l
1 TOP OF SLUDGE ELEV = 92.80
1
FINISHED BOTTOM ELEV = 91.00
Murphy -&Own, LLG engineering P. U. 13OX ti5b, WarSa W NC; 2dJ98 [phone]

Grower: Farm 2039 Designed By: KBW
Address: PO Box 487 Checked By: DSE
Warsaw, NC 28398 Date: 03/24/06
Countv: Samoson Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 100 yr124 hr Storm Storage
Top of "Heavy Rain" Storage -
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Trap Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Depths:_
107.00
FT.
105,70
FT.
105.70
FT.
104.95
FT.
104.28
FT.
100.90
FT.
92.80
FT.
96.00
FT.
91.00
FT.
Not
Applicable
Not
Applicable
3:1
H:V
252,450--SF-- — —
40 mil
HDPE
1.00
FT.
180
Days
TOTAL DESIGN VOLUME = 2946465 (CU.FT.)
Treatment 1 Sludge Storage Zone Depth 9.9 Ff.
Temporary Storage Zone Depth 3.4 FT,
Freeboard 1 Storm Storage Zone Depth --------- 2.7 FT.
Total Lagoon Depth 16.0 FT.
W

Grower; Farm 2039 Designed By: KBW
Address: PO Box 487 Checked By: DSE
Warsaw, NC 28398 Date: 03/24/06
County: Samoson Sheet 4 of 7
Temporary_ Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall 112indit
Vol.= (252450 sq_ft. + 0 sq.ft.) ' 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 147,263
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) ' 100Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (252450 sq.ft + 0 sq.ft.) ` 8.5 in. 112 in./ft.
Total Required Volume for 100Yr.-24Hr. Storm Event (cu.ft)= 178,819
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (252450 sq.ft + 0 sq.ft.) " 7.5 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 157,781
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(100 Yr. / 24 Hr. Storm + "Heavy Rain") =
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) _
Total Required Permanent Storage
(Treatment + Sludge) _
TOTAL REQUIRED VOLUME = 2835991 (CU.FT.)
Murphy -Brown, LLC
336,600 (CU.FT)
728,191 (CU.FT)
1,771,200 (CU.FT)

Grower: Farm 2039 Designed By: KBW
Address: PO Box 487 Checked By: [)SE
Warsaw, NC 28398 Date: 03/24/06
County: Sampson Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity ALW (cu. .11) = ota
Nursery
0
30
1.00
0
Finishing
10,496
135
1.00
1,416,960
Farrow to weanling
0
433
0.67
0
Farrow to feeder
0
522
0.67
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
0.50
0
Total Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
1,416, 960
Animal Type Capacity ALW cu. . Ib = ata
Nursery
0
30
0.25
0
Finishing
10,496
135
0.25
354,240
Farrow to weanling
0
433
0.17
0
Farrow to feeder
0
522
0.17
0
Farrow to finish
0
1,417
0.25
0
Boars
0
_ 400 1
0.125
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
354,240
Animal Type Capacity Sto. Period ./ ay =Total
Nursery
0
180
0.30
0
Finishing
10,496
180
1.40
2,644,992
Farrow to weanling
0
180
4.30
0
Farrow to feeder
0
180
4.50
0
Farrow to finish
0
180
13.50
0
Boars
0
180
4.00
4
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
2,644,992
353,609
Animal Type Capacity ` Sto. Period ay = Total
Nursery
0
180
0.20
0
Finishing
10.496
180
0.90
1,700,352
Farrow to weanling
0
180
2.90
0
Farrow to feeder
0
180
3.50
0
Farrow to finish
1 0
180
9.50
1 0
Boars 1
0
180
2.70
10
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
Brown, LLC Engineering P.O. Box 856, Warsaw NC 2
1,700,352
227,320
1

Grower: Farm 2039 esFg-ne y: BW --
Address: PO Box 487 Checked By: DSE
Warsaw, NC 28398 Date: 03/24/06
Countv: Sampson Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
V Bottom Volume I 74277 cu.ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area SF
Incr. Vol. (Cu. FT)
Cumui. Vol. (Cu. FT)
91.00
149,858
74,277
92.00
155,725
152,792
227,069
93.00
161,665
158,695
385,764
94.00
167,678
164,672
550,435
95.00
173,763
170,721
721,156
96.00
179,921
176,842
897,998
97.00
186,152
183,037
1,081,034
98.00
192,455
189,304
1,270,338
99.00
198,831
195,643
1,465,981
100.00
205,279
202,055
1,668,036
101.00
211,800
208,540
1,876,575
102.00
218,393
215,097
2,091,672
103.00
225,059
221,726
2,313,398
104,00
231,798 -
228,429
2,541,826
105.00
238,609
235,204
2,777,030
106.00
245,493
242,051
3,019,081
107.00
252,450
248,972
3,268,052
These volumes were calculated usina the vertical average end area method.
TOTAL REQD VOL 2,835,991
CF
CUMULATIVE
VOL.
ZONE VOL.
103.90%
END PUMP = = = = 100.90
FT
1,855,721 CF
TR`MT
1,855,721
104.77%
START PUMP = =: 104.28
FT
2,607,683 CF
TEMP
751,962
103.26%
MAX STORAGE = 105.70
FT
2,946,465 CF
STORM
338,782
100.65%
Murphy -Brown, LLC Engineering P.Q. Box 856, Warsaw, NC 28398 [phone]

Grower: Farm 2039
Address: PO Box 487
Warsaw, NC 28398
County: Sampson
Designed By:
Checkers By:
KBW
DSE
Date:
Sheet I of 7
03/24/06
ANAEROBIC
WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: --- --
--------
0
Finishing: ---------
------
10496
Hd.
Farrow to weanling:---------
-- --- ---
0
Farrow to feeder: -----------
_--
0
Farrow to finish: -------
-----
0
Boars: -------
0
Storage Period: -----------
180
Days
100 Yr.124 Hr Storm Event ------
----
8.5
In.
"Heavy Rain" Factor -
-
7.5
In.
Rainfall in Excess of Evaporation --
-------
7.0
1n.
Additional Water Usage: - - -----
------ -
-0
Additional Drainage Area: --------------
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(YIN) — -
Y
Does Operator Want Emergency Spillway?
REQUIREDiI!!!11
Y
Was This Design Built Prior to Sept. 1996?
(YIN)
N
Is Drain Tile Req'd to Lower SHWT?
(YIN) —
N
Seasonal High Water Table Elev: ---------------
96.00
FL
Freeboard: ----------
---
1.0
Ft.
Emergency Spillway Flow Depth: -- -
-
0.3
Ft.
Side Slopes:
-------
3
:1 (H:V)
Press hL [ -r to Download
contour areas see sheet 2 of T.
Top of Dike Elevation: -------
Depth
107.00
Ft.
Finished Bottom Elevation: ---------
16.00 Ft.
91.00
Ft.
Start Pump Elevation: --------•
32.64 In.
104.28
Ft.
Stop Pump Elevation: -
------ 73.2 In.
100.90
Ft.
LAGOON VOLUME
REQUIRED VOL.
DESIGN VOLUMES
% REQ'D.
Storm Stor =
336600
(Cu.Ft.)
338,782
(Cu.Ft.)
100.65%
Temporary =
728191
(Cu.Ft.)
751,962
(Cu.Ft.)
103.26%
Permanent =
1771200
(Cu.Ft.)
1,855,721
(Cu.Ft.)
104.77%
Total Volume =
2,835,991
(Cu.Ft.)
2,946,465
(Cu.Ft.)
103.90%
Min. Required Liner Thickness — ----------------
Lagoon Surface Area: (Inside TOD)-----------------
40 mil HOPE
252,450 S.F.
Murphy -Brown, ! LC Engineering P-O. Box 856 , Warsaw, NC 28398 [phone]

SITE SOILS INVESTIGATION
PROJECT*LAGOON
t
DATE:FIELD INVESTIGATION BY: Akswl
SITE SKETCH
i
olil
tm
l_ttERIL
I
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mmmmwmmmmmmm
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m�mmmmmm
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mmw=-
,._.r.M.r.r
.■=
m
m
BORING
DEPTH
BORING NUMBER AND PROFILE

.... . . . . . . . . . . . . . .•
cm

--r?5
Murphy Brown =
March 24, 2006
North Carolina Dept. of Environment and Natural Resources
Division of Water Quality
Water Quality Section
Permits and Engineering Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Attn: Paul Sherman
Re: Murphy Brown, LLC Farm 2039 Facility No. 82--465 Lagoon Retrofit
Dear Mr. Sherman:
RECEIVED
APR 0 l 2006
O&R - FAl'iMttE REGIONAL OWE
RECEIVED/DENRJ OWQ
AQUIFER PROTECT W SECiM
MAR 2 8 2006
Enclosed for your review is the completed lagoon design for the above referenced farm. This new Iagoon is
being proposed to replace the existing lagoon. Through our Environmental Management System (EMS)
checks we believe there may be liner integrity issues. Due to these concerns we propose to construct a new
lagoon to meet current NRCS standards for volume and liner permeability and close the existing lagoon.
With these plans, there has been no increase in steady state live weight.
Specific items included for your review are as follows:
Item
Location Map
Aerial Photo
ASCS Tract Map
USGS Quad Map
Flood Map
Soils Map
Soil Investigation Report
Lagoon Design Spreadsheet
Construction Specifications for Lagoon
Site Seeding Requirements
Operation & Maintenance Plan for Lagoon
Emergency Action Plan
Waste Utilization Plan
Facility Site Plans with Construction Details
Please contact me at [phone] Fad. 5332 if you have any questions concerning this package.
Sincerely,
David. S. Elkin PE
Director of Engineering and Technical Services
Enclosures

GROWER: Farm 2039
ADDRESS: PO Box 487
Warsaw, NC 28398
DESIGNED BY.
CHECKED BY:
DATE:
KBW
DSE
03124/06
SHEET 2 OF 2
*Lagoon problems require the consultation of an individual experienced in the
design and construction of lagoons for permanent repair measures.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies.
A. During normal business hours, call your DWQ regional office, at 910-395-3900
after hours, emergency number: 910-733-3942. Your phone call should
include: your name, facility, telephone number, the details of incident from
item 2 above, the exact location of the facility, and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have been undertaken, and the seriousness of the situation.
B. If spill leaves, or is likely to leave, property or enters surface waters, call
local emergency management service (EMS) at 910-296-2160.
C. Instruct EMS to contact local Health Department.
D. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-296-2121 for advice/technical assistance. The
Extension Service can be reached 910-296-2143 for advice/technical assistance.
E. Contact Murphy Family Farms Land and Nutrient Management Department at 910-
289-2111 for advice/technical assistance.
4. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
SAMPSON COUNTY COOPERATIVE EXTENSION SERVICE
369 ROWAN ROAD, CLINTON, NC 28328
910-592-7161
SAMPSON COUNTY SOIL AND WATER CONSERVATION DISTRICT
NATURAL RESOURCES CONSERVATION SERVICE
84 COUNTY COMPLEX ROAD, CLINTON, NC 28328
910-592-7963
SAMPSON COUNTY EMERGENCY MANAGEMENT SYSTEM
107 UNDERWOOD STREET
PO BOX 8, CLINTON. NC 28328
910-592-8996
DIVISION OF WATER QUALITY
WACHOVIA BUILDING SUITE 714, FAYETTEVILLE, NC 28301-5043
919-486-1541

Re: new lagoon proposed @ 82-465
Subject: Re: new lagoon proposed @ 82-465
From: Art Barnhardt <Art.Barnhardt@ncmai 1. net>
Date: Wed, 05 Apr 2006 07:53:58 -0400
To: Todd Bennett <[e-mail]>
I am satisfied with your review. Go ahead & give them approval if you want, or let
me know if you want the letter to come from PRO.
I'm fine with it either way.
ArtB.
Todd Bennett wrote:
Art,
We received a request to construct a new lagoon to replace an aging one on Farm
#2039 (82-465). I have reviewed the plans, and everything looks to be in
order. If you would like, I could pass along the information to you for your
review. Just let me know.
Thanks,
Todd
1 of 1 4/5/2006 8:07 AM

Mr. David Nordin
Murphy -Brown, LLC
Farm 2539
PO Box 856
Warsaw, North Carolina 28398
Dear Mr. Nordin:
Michael F. Easley, Governor
William G. Ross Jr_, Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Diroctor
Division of Water Quality
October 12, 2004 RECEIVED
OCT 2 5 ZDA
DENR - FAYF1Tl:VILLE REGION L GfflCE
Subject: Certificate of Coverage No. NCA282465
Farm 2539
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
In accordance with your application received on July 26, 2004 we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Murphy -Brown, LLC, authorizing the operation of the subject
animal waste collection, treatment, storage and land application system in accordance with NPDES
General Permit NCA200000.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Farm 2539, located in Sampson County, with an animal capacity of no greater
than an annual average of 10496 Feeder to Finish swine and the application to land as specified in the
facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or Farrow to
Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary, they may
be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a rate of 4
gilts for every 3 sows
The COC shall be effective from the date of issuance until July 1, 2007 and shall hereby void Certificate
of Coverage Number AWS820465 dated May 1, 2003. Pursuant to this COC, you are authorized and
required to operate the system in conformity with the conditions and limitations as specified in the
General Permit, the facility's CAWMP, and this COC. An adequate system for collecting and
maintaining the required monitoring data and operational information must be established for this facility.
Any increase in waste production greater than the certified design capacity or increase in number of
animals authorized by this COC (as provided above) will require a modification to the CAWMP and this
COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed General Permit. Since this is a new joint State and
Federal general permit it contains many new requirements in addition to most of the conditions contained
in the current State general permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record kegpin
and monitoring_ conditions in this permit. The Animal Facility Annual Certification Form „must be
cgMleted and returned to the Division of Water Quality by no later than March 1st of each
aatu tlr�
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636
Internet: http:Hh2o.enr.state.nc.us 2728 Capital Boulevard Raleigh, NC 27604
An Equal Opporlun4/Affffmative Action Employer— 50% Recydedl10% Post Consumer Paper
Phone [phone] Customer Service
Fax [phone]
Fax [phone]

Mr. David Nordin
Page 2
October 12, 2004
If your -Waste -Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Pernttee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C, the Clean Water Act and 40 CFR 122.41 including civil penalties, criminal
penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual NPDES Permit by contacting the staff member listed below for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact Duane Leith at [phone] ext. 370.
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit NCA200000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for cc's, unless otherwise noted)
Sampson County Health Department
Fayetteville Regional Office, Aquifer Protection Section
Sampson County Soil and Water Conservation District
APS-Animal Unit Permit File NCA282465

?0 - VI( 5
DIVISION OF WATER QUALITY
August 7, 1997
MEMORANDUM
TO: Andy Oakley
Permits and ZEineering - Non -Discharge
FROM: Kerr T: Stev?gio nal Supervisor
Fayetteville Regional Office
SUBJECT: Carroll's Foods, Inc., Farm # 2539
Innovative Swine Wastewater Treatment System
Sampson County
Please find enclosed the staff report and recommendations of the Fayetteville Regional
Office concerning the issuance of subject non -discharge permit.
If you have any questions or require any further information, please advise.
KTS:EB/bs
Enclosure
cc: Technical Support Branch

SOC PRIORITY PROJECT: YES_ NO X
If Yes, SOC No.
To: Permits and Engineering Unit
Water Quality Section
Date: August 6,1997
NON -DISCHARGE STAFF REPORT AND RECOMMENDATION
COUNTY: Sampson
Permit No. WQ NIA
PART I - GENERAL INFORMATION
I.
Facility and Address: Carroll's Foods, Inc.
PO Box 856
Warsaw, NC 28398
2.
Date of Investigation: June 20, 1997
3.
Report Prepared by: Ed Buchan
Environmental Engineer, FRO
4.
r
Persons Contacted and Telephone Number: Don Butler rr<
910-293-3434
5.
Directions to Site: East side of SR 1901, approximately .25 miles east of SR 1740 and
SR 1901 intersection. Near Hargrove crossroads.
6.
Size (land available for expansion and upgrading): Currently, approximately 50 acres
are available for land irrigation.
7.
Topography (relationship to 100-year flood plain included): Mostly flat with some
steep slopes near Mill
Swamp.
Attach a U.S.G.S. reap extract and indicate facility site.
U.S.G.S. Quad No.: U.S.G.S. Quad Name:
Faison Faison North Carolina
. e
Latitude: 350 04' 25" Longitude: 78' 12' 56"

PART I - GENERAL INFORMATION (continued)
8. Location of nearest dwelling and water supply well: Approximately 700 feet
9. Watershed Stream Basin information: Cape Fear River Basin
a. Watershed Classification: C-SW
b. River Basin and Subbasin No.: 03-07-19
C. Distance to surface water from disposal system: Approximately 100 feet
PART II - DESCRIPTION OF WASTES AND TREATMENT WORKS
1. Type of wastewater, sludge or contaminated soil: Swine effluent
% Domestic 100 % Industrial
a. Volume: 0.03 MGD (Design Capacity)
b. Types and quantities of industrial wastewater: Swine waste from
confinement houses
C. Prevalent toxic constituents in wastewater: NIA
d. Pretreatment Program (POTWs only): NIA
In development Approved
Should be required Not needed
2. Production rates (industrial discharges only) in pounds per day: NIA
a. Highest months in the past 12 months: NIA lbs/day.
b. Highest year in the past 5 years: NIA lbs/day.
3. Description of industrial process (for industries only) and applicable CFR Part and
Subpart: N/A
4. Type of treatment: The proposed system is comprised of a 640,388 gallon nitrification
- denitrification pond that will employ an activated sludge process
to reduce the amount of PAN entering the existing lagoon.

PART IV - EVALUATION AND RECOMMENDATIONS (continued):
PART II - DESCRIPTION OF WASTES AND TREATMENT WORKS (continued)
5. Sludge handling and disposal scheme: Currently, there is no existing sludge
handling plan. However, it seems that an
alternate application site will have to be
procured for sludge disposal.
6. Treatment plant classification: Class II
7. SIC Code(s): 0213
Wastewater Code(s) : Primary2$ Secondary
Main Treatment Unit Code. 3 1 0 0 3
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant Funds (municipals only)? NIA
2. Special monitoring requests: None
3. Other:
PART IV - EVALUATION AND RECOMMENDATIONS
Currently, this particular facility does not have sufficient land to treat all the waste (i.e.,
PAN) generated by the 1,000 sow farrow to finish operation. Therefore, the proposed
denitrification system should, in theory, reduce the amount of nitrogen entering the
existing lagoon and thereby reduce the amount of land needed for waste application.
However, there are some concerns that should be addressed before a permit is issued.
They are as follows:
1) Food to mass ratio will probably vary so dramatically between the two (2) hour
flushes that the degree of treatment and nitrogen conversion may be very poor.
2) The hydraulic surge of all 18 houses flushing at once will probably short circuit
the system as well as possibly affecting associated pumps and pipe lines.

RATING SCALE FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS
Name of Facility:
Owner or Contact Person:
Mailing Address: _
County:
Telephone.
Present Classification:
New Facility
Existing Facility
NPDES Per. No. NC00 Nondisc.
Per. No.WQ
Health Dept.Per No.
Rated by:
Telephone:
Date:
Reviewed by:
Health Dept.
Telephone:
Regional Office
Telephone:
Central Office
Telephone:
ORC:
Grade:
Telephone:
Check Class ification(s): Subsurface
Spray Irrigation
Land Application
Wastewater Classification: (Circle One) 1
11 III IV
Total Points:
SUBSURFACE Cf.ASSIFKA1ICN1
(check all units that apply)
1. septic tanks
2 pump tanks
3. siphon or pump -dosing systems
4. sand filters
S. grease trap/interceptor
6. oil/water separators
7, gravity subsurface treatment and disposal:
8. pressure subsurface treatment and disposal:
SPRAY IRR"TION CLASSIFICATION
(check ail units that apply)
1. preliminary treatment (definition no. 32 }
2. lagoons
3. septic tanks
4. pump tanks
S. pumps
6. sand tillers
7. grease trapInterceptor
8. oil/water separators
9. disinfection
10. chemical addition for nutrientlalgae control
11 _ spray irrigation of wastewater
In addition to the above classificatlons, pretreatment of wastewater In excess of these components shall
be rated using the point rating system and will require an operator with an appropriate dual certificatfon-
LAND APPLICATION/RESIDUALS CLASSIFICATION (Applies only to permit holder)
1. Land application of biosofids, residuals or contaminated soils on a designated site.
-------------------------
WASTEWATER TREATMENT FACILITY a ASSIFiCATION
The following systems shall be assigned a Class I classification, unless the flow is of a significant quantity or the technology is unusually
complex, to require consideration by the Commission on a case -by -case basis: (Check If Appropriate)
1. Oi twater Separator Systems consisting only of physical separation, pumps and disposal;
2--Septic Tank/Sand Filter Systems consisting only of septic tanks, dosing apparatus, pumps,sand filters, disinfection
and direct discharge;
3. Lagoon Systems consisting only of preliminary treatment, lagoons, pumps, disinfection, necessary chemical treatment for
algae or nutrient control, and dined discharge;
4. Closed -loop Recycle Systems;
5. Groundwater Remediation Systems consisting only of oil/water separators, pumps, air -stripping, carbon adsorption, disinfection
and disposazl; -
6. Aquacufture operations with discharge to surface waters;
7. Water Plant sludge handling and back -wash water treatment:
a. Seafood processing consisting of screening and disposal.
9. Single-family discharging systems, with the exception of Aerobic Treatment Units, will be classified it permitted after July 1.
1993 or 9 upon inspection by the Division, it is found that the system is not being adequately operated or maintained. Such
systems will be notified of the classification or reclassification by the Commission, in writing.

The fallowing scale is used for rating wastewater treatment facilities: (circle appropriate points)
rrEM PAINTS
(1) Industrial Pretreatment Unite or Industrial Pretreatment Program (see definition No_ 331...................................................4
(2) DESIGN FLOW OF PLANT IN gpd (rot applicable to non, contaminated cooling waters, suudge handing taciiitivs for
water purification plants, totally closed cycle systems(see definition No. 11). and facilities consisting only of hem
(4)(d) or Items (4)(d) and it 1)(d))
0 - 20,000......................................................................................................................................1,
20.001 - 50.000............................ ..............................................
50.001 - 100.000------------------------- ------... --......... --................. ................... ..... »_.._._. ........................... 3'
100,001 - 250.000-_------- -____ ................................... ......................... ....... ........................... ....... 4
250,001 - 500.000................. ............................. —........... ...... ............................ ......................... .5
500,001 1,DD0.000...... .............. .................. ....... ....... ---.......... «..... ....... -........... ---- .... .......»...........e
1,000,001 - 2.000.000....................................................•-----......................................_.........................10
2.000.001 (and up) rate 1 point additional for each 200.000 gpd capachy up to a maximum of ....... —....30
Design Flaw (gpd)
(3) PREUMNARY UNITSIPROCESSES (see definition No.32)
(a) Bar Screens ......................................................_.....................................................I...........................I
0r
(b) Mechanical Screens. Static Screens or Comminuting Devices ...... .................. ._.... ._................... ....... _.... 2
(c) G(kRemaval....................................................•.........................................--•-------•-.._.................................1
or
(d) Mechandcal or Aerated Grit Removal..................•-•-•------•-•......._._.......................---------•-•-•-.............._...........2
(a) FkAw Measuriig Device ... ........ ............. ............. .......... ..... ............................ --...... --...................... I
or
(t)
Instrumented Row Measurement ... ................. .................. ...............„............_......_.................................2
(g)
Preaeratlon............................................. .......................... ....... ...... ....... ...............................................
(h)
tnflueet Flow Equalizatlon............................................................................................ ..............................2
(I)
Grease or Oil Separators - Gravity.................................................................................................................2
Mechanical ............ .............................. ..................... ................................_..................................... 3
Dissolved Air Fbtatbn................................................................................... .................. ..........................
(I)
Prechlodnatlon.... .................... ................. ....................................................................................5
(4) PRIAUSWTR> ATMENT UNITS'Pf#]CESSES
(a)
Septic Tank (see definition No. s3j.................. _............ _—...».................... —_.... _................. ...........
( b )
Imhoff Tank ........... _......-........... ............. .--....... .--............... ...... .............. ...__............ ........_...5
(c)
Primary Clarillers.......... ...._... ......................................... ........ -................ .... .----......... ..................... ...... 5
(d)
Settling Ponds or Settling Tanks for lnorpanic Non-tmrlc Materials (sludge handling facilities [or water
purification ptanit, sand. gravel, slorw, and other mining operations szoopt raQvafional actfviflas such as gem
orgold mining). ......................................................................-....................................2
(5) SECONDARYTREATMENTUNITS/PROCESSES
(a)
Carbonaceous Stage
(f) Aeration-Filgh Purity Oxygen System .......... ........................................................ ........ 20
DiffusedAir System ........................................... ..........,...........----.....----.......................10
Mechanical Alf System (flied, floating or rotor) .... _ .... _..._...__-....._..._....8
Separate Sludge Reaeratton........................... .............. ...... -... -- -^—... ...................3
(11) Triciding potter
HighRate ...... ... ......................... _....---- .._. -------.»_._»....» ........................7
StandardRate.-»»...........» .............._..... -...._.--.... .... .--.-...............
Packed Tower.. ............... ............. - - — — ..................... _5
(iff) Biological Aerated Finer or Aerated Biological Filter _ ..... _. _._ ... ..._. .10
-
QiI )7� Aerated lagoons....................................................................................................... :1'_0)
RotatingBiological Contaclors......................................................................................10
(vi) Sand Fitters -intermittent biological..................................................................................2
Recirculating biological-.-.,. ...............................................................3
(viI) Stabilization Lagoons_-- ............. ......5
(v81) ClIvd6er.................. .................... .................. ..................................................................
(ix) Single stage system for aombinad carbonaceous removal of SOD and nitrogenous removal by 2.
nRripeation (see definition No. 12)(Paints for this hem have to be in addition to items
(5)(a)(1) through (5)(a)(vifi),
utllzing the extended aeration proem (see defirthlon N0.3a) ..... »».... ............. ..... ._ .__..
utnizing other than the extended aeration process ....—___-------_ ..».4.. `....t'
(x) Nutrient additions Io enhance BOD removal .......... ....................... _.-_•--•-•--.................... ...
(x1) Biological Culture (-Super Bugs')addition .....................................................................5
(b)
Nitrogenous Stage
(1) Aeration - High Purity Oxygen .......................... .... 20
Diffused Air System— ..................... .....................................................................1 0
Mechanical Air System (fixed. goaft or
Separate Sledge Reaeration................................................. ............... _.................. ........
(il) Tdcldfng Filter -High Rate. ............................................................................7
Standard Rate .............. __ .--,. .«...».................. ..—_ .... —......... .............. 5
Packed Tower —.... -._....... ........ .......»..
(lTl) Biological Aerated Finer or Aeraled Slo3ogka! Ftlt®r. _ . _ .__. ._ . ._.1 a
(iv) Fiotabrtg Biologicat Contactors ... ....... ...... .................. ........ » _....__....»_._..... ... ....—.i0
(v) Sand Filter- Intermltlert biological __............. —...................... ....... .... .........
Recirculating biological--...»............................................................. .........•..................3
(vl) Clarifer.--••....................................................................._...•--•-•-•••-•..............................5
(B) TEMIARYORADVANCEDTFIEAIMEWiNfTSrPRDCESSES
(a)
Activated Carbon Beds -
without carbon regeneration. ............................._................................---............................__.5
with carbon regeneratIan................................................................ .............. _ .................1 5
(b)
Powdered or Granular Activated Carbon Feed -
without carbon regeneration..._-------...» ...... ..... ................. ......... ............ ...»... ................ `
-with carbon regeneration_. ... .....»_...__— »...... »__...«......._ ..»75
(C)
Air stripping- ._»........... ........
(d)
Derthr#bcabon Process ...... ..-......... .................... _. _ _.. _ __»._, -- .. »..............�_10
(0)
Efectrodlalysis...».....-------------- ..................... ......-»...................»................_...._............................5
(1)
Foam SeparatbriL..................................................................................----...»...........•.......................5
(g)
Ion Exchange-- -- ......................................
(h)
Land Application of Treated Efftuert (see definition No. 22b) {rut applicable for sand. gravel. trtarte
and other similar mining operations) by high rat® (nir7tratlon ...... .... ...,................ ..._..._..._ .....4
(1)
Microscreens............ .................................................................5
(1) .
Phosphorous Removal by Biological Procesms (See defintdon No. 20)........................................................20
(k)
Polishing Ponds - without aeration .................................................
with aeration .... —......... ,.,_........... _ ...._,« .««. ... ..S

(15) Eto=dlafysfs. Process for removing b3rdzed salts from wafer through the use of ion-salecOve ion -exchange membranes;
(16) Filter Press. A process operated mechanically for partially dewaterirng sludge;
(17) Foam Separation. The planned frothing of wastewater or wastewater effioarn as a mearts of removing excessive amounts of detergert materials through
the introduction of air In the form of fine bubbles; also called foam fractionation;
(18) Grfl RemovaL The process of removing grd and other heavy mineral matter from wastewater,
(19) Imhon Tank. A deep two story wastewater tank consisting of an upper sedlmerRatlon chamber and a lower sludge digestion chamber,
(20) instrumented Flow Measurement. A device which Indicates and records rate of flow,
(21) ion Exchange. A chemical process in which ions from two ddferont molecules are exchanged;
(22) Land application:
(a) Sludge Disposal. A fitrial sludge disposal medwd by which wet sludge may be applied to land either by spraying on the surface or by subsurface injection
V-9- chisel plow): (not applicable for types of sludge described in (11) of this Rule];
(b) Treated Effluent. The process of spraying Vowed wastewater onto a lard oust or other methods of appiicatlon of wastewater onto a land area as a
means of Itral disposal or trealmiant;
(23) Microscreen. A law speed, continuously hark -washed, rotating drum fitter operating under gravity cwtddlons as a polishing method for removing
suspended solids from effluent;
(24) Nittlfkatkhn Process. The biochemical conversion of unoxidized nitrogen (ammonia and organic: nitrogen) to Oxidized nitrogen (visually nitrate);
(25) Mitrogenous Stage. A separate stage of wastewater treatment designed for the specMc purpose of converting ammonia nitrogen to nitrate nitrogen;
(26) Phosphate Removal. Biological The removal of phosphorus from wastewater by an oxiclartoxlc process designed to enhance luxury uptake of phosphorus
by the microorganisms;
(27) Polishing Pond- A holding pond following secordary treatment with sufficient detention time to allow settling of finely suspended solids;
(28) Post Aeration. A*rathorh following conventional secondary treatment units to Increase effluent O.O. Or for any other purpose;
(29) Post Aerwlon- (Cascade) A polishing method by which dissolved oxygen is added to the effluent by a nonmechanicaf, gravity means of flowing down a
series at steps or weirs; The flow occurring across the steps or weirs troves in a fairly thin layer and the operation of the cascade requires no operator
adjustment; thus, zero points are assigned even though this Is an essential step to meeting the limits of the discharge permit;
(30) Powdered to Granular Activated Carbon Feed. A biophysical carbon process that imtitzes biological activity and organic absorption by using powdered or
granular activated carbon: Virgin or regeneraled carbon Is feed comrolied Into the system;
(31) Preaeration. A tank tnnstructed to provide aaraflon prior to primary troalmerd;
(32) Preliminary Urals. Unil operations in the treatment process, such as &crooning and comminutk n, that prepare the liquor for subsequent major operations;
(33) Industrial Pretreatment.
(a) Pre-treatment Unit. Industrial. The conditioning of a waste at Its source before discharge, to remove or to neuVaCas substances Injurious to sewers and
treatment processes or to effect a partial reduction In load on the treatment process which is operated by the same governing body as the wastewater
treatment plant being rated;
b) Pre-treatment Program, industrial - must be a State or EPA required program to recehre points on the rating sheet;
(34) Pdmary Clarifiers. The first settling tanks through which wastewater is passed In a treatment works for the purpose of removing senheabfe and suspended
solids and BOO which Is associated with the solids:
(35) Pumps- /W Influent, effluent and in -plant pumps;
(36) Radiation. Disinfection or starMzation process uliTaing devices emhiing ultraviolet or gamma rays;
(37) Reverse Osmosis. A treatment process in which a heavy conMMlnaled Itquld Is pressurized through a membrane forming hearty pure liquid free from
suspended &olds;
(38) Rotaiing Biological Contiactom A flied biological growth process in which wastewater flows thxaugh tanks In which a series of pars" submerged circular
surfaces are rotated;
(39) Sand Filters:
(a) Inlerminernt Biologccal. Filtration of effluent following septic Tanks, lagoons, or some other treatmord process In which further biodecomposhlon is
expected to produce desired effluents; Hydraulic loading rates on these fitters are computed In gpeVac and have a resulting low gpmrsf (less than one);
b) Rec rculeh-q biological - the same type of sand fitter as defined in Subparagraph (39) (a) of this Rule with the added capabTry to recycle affluent back
through the sand lifter.
(40) Sand or Moved-Moda Filters. A polishing process by which effluent limits are act ieved through a further reduction of suspended solids;
(a) low rate - gravfty, hrydrauilcally loaded titter with loadtrg rates to the one to three gpnV%f range:
(b) high rats -- a pressure, hydraulically loaded filer wifhh loading rates in the five gpm/st range; At any rate, the baduhg rate w51 exceed throe gprTVsf;
(41) Secondary Clarifiers. A tank which follows the biological unit of treatment plant and which has the purpose of removing sludges assocaied with the
biological treatment units;
(42) Separate Sludge Reaermlon. A part of the contact stabilization process where the activated sludge is transferred to a tank and aerated before rowmlrg 4
to the contact -basin:
(43) Septic Tank. A Lingle -story settling tank In which &*tiled sludge Is in contact with the wastewater flawing through the tank. shall not be applicable to; -
septic tarrlk systems serving single famliy residences having capacity of 2.000 gallons or less which discharge to a nitrification field;
(44) Sludge Digestlom The process by wfilch organic or volatile matter and sludge is gasified, liquefied, mineralized or converted into more stable organic matter
through the activity of living organisms, which Includes aerated holding tanks;
(45) Sludge Drying Beds. An area comprising natural or artificial layers of porous maiedals upon which digested sewage sludge Is dried by drainage and
evaporation-
(46) Sludge Elutriatfon- A process of sludge crnndtloning In which certain constituents are removed by successive washings with fresh water or ptant effluent;
(47) Sludge Gas Mizatfott The process of using sewage gas for the purpose of healing buikftngs, drfving engines, etc.;
(48) Sludge ficidlrsg Tank (Aerated and Nonaerated). A tank WHIzed for smaA wastewater lreatrrierK pavits not containing a digester in which sludge may be
kept fresh, and supematant withdrawn prior to a drying nnetwd (Le. sludge drying beds); This may be done by adding a small amours of air simply to keep the
sludge fresh, but not necessarily an amount that would be required to achieve stabilization of organic matter. A nonaerated tank would simply be used to
decant sludge prior to dewatoring and would not allow long periods (several days of detention) without resulting odor problems;
(49) Sludge incinerators. A furnace designed to bum sludge and to remove all moEsture and combustible materials and reduce the sludge to a sterile ash;
(50) Sludge Stabilization (Chemical or Thermalj. A process to snake treated sludge less odorous and putresabfe. and to reduce the pathogenic organism
content; This may be done by PH adjustment, chlorine dosing, or by heat treatment;
151) Sludge Thickener. A type of sedimentation tank in which the sludge in permitted to settle and thicken through agitation and gravity;
(52) Stabilization lagoon A type of oxidation lagoon in which biological oxidation of organic manor Is effected by natural transfer of oxygen to the crater from
air (not a polishing pond);
f53) Stand -By Power Supply. On sffe or portable eisctricat generaiing equipment;
(54) Static Screens. A stationary screen desigrwd to remove solids, indteN ron-biodogradable particulate (healable solids, suspended solids and BOO
reduction) from municipal and industrial wastewater lrommert systems;
(55) Tenlary Treatment. A stage of treatment following secondary which is primarily for the purpose of eltlut nit polishing; A seating lagoon or lard or coal filter
aught be employed for this purpose;
(58) Thermal Pollution Control Device. A device providing lot the transfer of heat from a hula flowing in tubes to another fluid outside the tubes, or vice versa:
or other means of regulating liquid temperatures;
(57) Thermal Sludge Conditioner. A wndh ntng process by which heat is added for a protracted period of time to Improve the dewaterabiltry Of sludge by the
solubMzhV and hydraultrirrg of the smaller and more highly hydrated sludge panicles:
(58).Toxlo Materials. Those wastes or combinations of wastes. Including disease -causing agents which after dscharge and upon exposure, ingestion, inhalation
or assimilation Into arty orpenham, either directly from the environment or indirectly by Ingestion through food chains, will cause deal%, disease. behavioral
abnormalities. cancer, genetic mutatiorts, physiological ralfunctions (including malfunctions In reproduction) or physical defomnations, in such organisms or their
offspring: Toxic maisdaha Include, by way of Illustration and rot Ilmitaflorr lead, cadmium, chrorrhim, mercury, vanadtvm, arsenic, zinc, ortho-rtlfro-chWr0bortzerw
(ONCB), polychiorinated b1phwnyta (PCBs) and dichloro ilpheryi trick ioroethane (Do Bj; and any other materials that have or may hereafter be detwMin0d to have
toxic pmpenles;
(59) Trf WkQ Filter. A bhchogttal trriairrient unlit costing of a material such as broken store or rock over which wastewater is distributed: A high rate trictcfinp
titter is one which operated al between 10 and 30 mgd per acre. A low rate trkkifng filter Is one which Is designed to operate at one to four mgd per acre-
(60) TdckWV Filter (Packed Tower). A plug flow type of operation In which wastewater flows down through successive layers of media or Nitrate material; Organic
material Is removed continually by the active biological fixed growth in each successive layer. This method may produce -seccirx ' qualfty, effluent, or may be
adapted to produce a n itrilled effluent;
(61) Vacuum Fiber. Centrifuges. or Fiber Pressed, Devices which are designed to remove excess water from either digested or undigested sludge prior to disposal
or further treatment

(1)
Post Aeration - cascade ............. ........ .......................................................................................................... 0
diffusedor mechanical. ........................ -----_-----_---- ------ ---------------------------------- ­­ ............. 2
(mj
Reverse Osmosis..................................................................................................................... ..............5
(n)
Sand or Mixed -(Media Filters - low rate_ ....... ................................................................... .. .....................
highrate.....................................................................5
(o)
Treatment processes for removal of metal or cyanide...................................................................................1 5
( p )
treatment processes for removal of toxic materials other than metal or cyanide..............................................1 5
(1)
SLL GETR>=ATME
NT
(a)
Sludge fltgestion Tank - Heated (artaerobic)......................... .................................. ....... .................. .... 10
Aerobic.......--•-------•.................•------------•.-...........----......................._......---...-----••---••..........................5
Unheated(artaerobic)..----.................................. ................................................................•-•---•--..............3
b
Sludge Stabilization chemical or thermal) ................................ ................................................................. .-.5
(c)
Sludge Drying Beds - Gravity......................................:................................................................................2
VacuumAssisted......................................................................................................................................5
(d)
Sludge Eluirfadon................................................................................................................•....................5
(a)
Sludge Conditioner (chemical or thermal)... ..... . ...... ................ ........ I ............ I—— ........... . ....... . ................... 5
(t)
Sludge Thickener (gravity) .......... ....--............................................................ ......................................... 5
(g)
Dissolved Air Flotation Unit (not applicable to a unit rated as(3)(i)}----------------------------------------------- _............ a
(h)
Sludge Gas Utilization (including gas storage) ........ .......................................... .......................................
(1)
Sludge Holding Tank - Aerated .......................................... _.......................... _................... ,...................... ...5
Non -aerated ................................. —............. ............................................................................................. 2
(j)
Sludge Incinerator (not Including activated carbon regeneration)................................................. _............. Ill
(k)
Vacuum FPher, Centrifuge, or Filter Press or other similar dewatering devices.._...............................................10
(a)
RESIDUALS UTIL¢AT1ONrDiSPOSAL (ndudng Incinerated ash)
(a)
Lagoons .... .............. ____ ................ ..... .--..-................................................................................. _........
(b)
Land Application (surface and subsurface) (see deflMion 22a)
by contracting to a land applicaglon operator or landfill operator who holds the land application permit
orlandfill permit........................................................................................................................................2
(c}
Dedicated LAndtlif(burial) by the perminee of the wastewater ireatment facility ... ........... ............................
(9)
.i70nChlorination
(aD
........................ ............................................... .............................. ........................ _...........5
(b)
Dechfodnation_... W... ..................................... ...... ................ ........... ................................ ......................
(c)
Ozone....... ................................... ....... ................ .............. ...................... ..... ............ ............. ............
(d)
Radiation ........... ... •........................ _..... ................................................. ......................... ......................
(1 0)
CHEMICAL ADDITION SYSTEIU(S) ( see defiri tfon No. 9) (rot applicable la chemical addition$ rated as ham (3)()),
(6)(a), (6)(b), (7)(b). (7)(e). (ga), (9)(b) or (9)(c) 5 points each:
List
.......................................... ........... .............................................................................. ...5
...................................................................................................................................5
.................................................................................................................................. 5
..............--..................................................................................._........_.....----._............ S
(1 1 J
MSCEt1ANECLS UfMPROC23SES
(a)
Holding Ponds. Holding Tanks or Setting Ponds for Organic or Toxic Materials including wastes from mining
operations containing nitrogen or phosphorus compounds In amounts significantly greater than is common
for domestic wastewater............................................................ .............................. ..................................
(b)
Effluent Flow Equalization (riot applicable to storage basins which are Inherent in land applicatlon aystems).._.2
(c)
Stage Discharge (not applicable to storage basins Inherent In land application systems) ....... --_......................5
(d)
Pumps............................................................... ........................... ...................................... .........
(a)
Stand -By Power Supply .................... ............................ —---- ---- ....................... _........... .................... ....-1
(f )
Thermal Pollution Control Device ... ---....... .................................................. .......»..................................3
TOTAL POINTS ....... .................. ......................... .... -.......
CiA`S1FICATICIN
ClassI...........................................................................................................5.26 Points
ClassII ... ....... ......................... ................................................................ ..26-50 Points
Czasia.................. ............ .................................................... ..... .............. 51-65 Points
CL=W..... ... ...................................................... ... ............ ....................... 66-Up Points
Facilities having a rating of one through four points, Inclusive, do not require a certified operator.
Facilities having an activated sludge process veil be assigned a minimum ciassifk=lcin of Class If.
Facii-Nes having treatment processes for the removal of metal or cyanide will be assigned a minimum classification of Class 11.
Facilities having treatment processes for the biological removal of phosphorus will be assigned a minimum dassifirration of Class Ill.
----------------------------------------------------
D004 OEFIN O(',IS
The following definitions shall apply throughout this Subchapter.
(1) Activated Carton Beds. A physicaVchemical method for reducing soluble organic material Imm wastewater etUaenn; The column -type beds used in this
method will have a flow rate varying from two to eight gallons par minute par square toot and may be either upacw or downflow carbon beds. Carbon may or
may not be regenerated on the wastewater treatment plant she;
(2) Aerated Lagoons. A basin In which all solids are maintained In suspension and by which biological oxidation or organic matter Is reduced through artificially
accelerated transfer of oxygen on a flow -through basis;
(3) Aeration. A process of bringing about Intimate contact between air or high purity oxygen In a liquid by spraying, agitation or diffusion;(3a) Extended
Aeration. An activated sludge process utilizing a minimum hydraulic detention time of 18 flours.
(4) Agriculturally managed alls. Any site on which a crop is produced, managed, and harvested (Crop includes grasses, grains, trees, etc.);
(5) Air Stripping. A process by which the ammonium ion is first converted to dimsotved ammonia (pH adjustment) with the ammonia then released to she
atmosphere by physical means, or other similar processes which remove petroleum products such as benzene, toluene, and xylene;
(6) Carbon Regeneration. The regeneration of exhausted carbon by the use of a furnace to provide extremely high temperatures which volatilize and oxidize ire
absorbed Impurities; —
(7) Carbonaceous Stage. A stage of wastewater treatment designed to arNeve.'secondary' effluent limits;
(8) Centrifuge. A mechanical crevice In which centrifugal force Is used to separate sollds from liquids or to snparale liquids of different dertsi as;
(9) Chem" Addition Systems The addition of cherttfcal(s) to wastewater al an application point for purposes of Improving solids removal, pH adjustment.
alkalinity control, etc.; the capability to experiment wfeh deferent chemicals and dAferem application points to achieve a specific result wail be considered one
system; the capability to add chomica'.(s) to dual units will be rated as one system; capability to add a chemical at a different applkazion points for different
purposes will result In the systems being rated as separate systems;
(10) Chemkal Sludge Conditioning. The addition of a chemical compound such as lima, ferric chloride, or a polymer to wet sludge to coalesce the mass prior to
its application to a dewaterfrtg device;
(11) Closad Cycle Systems Use of holding ponds or holding tanks for containment of wastewater containing inorganic, non -toxic materials from sand, gravel.
crushed stone or other similar operations. Such systems shall tarry a maximum of two points regardless of pumping facilities or any other appurtenances;
(12) Combined Removal of Carbonaceous BOO and Nitrogenous Removal by Nhrfficatiorf A single stage systems required to achieve permit effluent rutiiis on BOD
and ammonia nitrogen within the same biological reactor,
(13) Dechlorination. The partial or compfete reducticn of residual chlorfne In a liquid by any chemical or physical process;
(14) Denitalleation Process. The conversion at nRraze-nitrogen to Mrogen gas;

PART IV - EVALUATION AND RECOMMENDATIONS (continued):
3) Sludge production may actually increase which Would force a significant amount
of wasting into the existing lagoon. This situation would be unacceptable as there
is probably a significant amount of sludge built up in the existing lagoon due to its
> 12 years of service.
4) Eventually, the sludge will have to be land applied. Carroll's Foods, Inc., should
develop an alternate site for such an event.
S) System rates as a Grade H facility, consequently, they must have a Grade II or
higher operator on site.
In summary, it is recommended that the flush system should flush on a staggered
schedule (e.g., one house every 45 minutes). This would, hopefully, provide a relatively
constant flow to the treatment system. In addition, a sludge handling plan should be
provided to the Division of Water Quality to insure proper waste management. Finally, it
may also be necessary to remove the animals from the houses on a staggered schedule as
well to prevent the resultant lower flows from upsetting the denitrification system.
Therefore, if the above mentioned concerns are addressed, it is the opinion of this office
that Carroll's Foods, Inc., be issued an individual non -discharge permit.
Signature of Report Preparer
Water Quality Regional Supervisor
E7 - - -
Date

RATING SCALE FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS
Name of Facility: (a=. rjjZ-
Owner or Contact Person: ,,, �R, H e r
Mailing Address. _PO. —'-,cc�5r, -_ _ U.JhS";a.�_ �1C 2,0IS
County:o�rh Telephone:_ 01a),7113-343�4
Present Classification: New Facility Existing Facility-,-
NPDES Per. No, NC00 Nondisc. Per. No.Wo Health Dept.Per No.
Rated by:L��a,� _ Telephone: _ Date:
Reviewed by: Health Dept, Telephone:
banal —Off 1 Telephone: �4i��41-5�if
Centra ffice Telephone:
ORC: Grade: Telephone:
Check Classificaticn(s): Subsurface Spray Irrigation Land Application
Wastewater Classification: (Circle One) I it III IV Total Points:
SUBSLIRFACECLASSIFICATION
(check all units that apply)
1. septic tanks
2. pump tanks
3. siphon or pump -dosing systems
4. sand tillers
5. grease traplinterceptor
6. oit/water separators
7. gravity subsurface treatment and disposal:
8. pressure subsurface treatment and disposal:
-----------------
SPPAY IFO:UGaAT10N CLPSSIFcATK)N
(check all units that apply)
1.
preliminary treatment (definition no- 32 ]
2
lagoons
3.
septic tanks
d.
pump tanks
5.
pumps
6.
sand filters
7.
grease trapinterceptor
8.
oil/waler separators
9.
disinfection
10. chemical addition for nuirient/algae control
11. spray irrigation of wastewater
In addition to the above classifications, pretreatment of wastewater In excess of these components shell
be rated using the point rating system and will require an operator with an appropriate duel certification.
LAND APPLICATION/RESIDUALS CLASSIFICATION (Applies only to permit holder)
1. Land application of biosolids, residuals or contaminated soils on a designated site.
WASTEWATER TREATM84T FACILITY CLASSIFICATION
The following systems shall be assigned a Class I classification, unless the flow is of a significant quantity or the technology is unusually
complex, to require consideration by the Commission on a case -by -case basis: (Check if Appropriate)
1. Qillwater Separator Systems consisting only of physical separation, pumps and disposal;
2. Septic Tank/Sand Filter Syslems consisting only of septic tanks, dosing apparatus, pumps,sand filters, disinfection
and direct discharge;
3. L-agoon Systems consisting only of preliminary treatment, lagoons, pumps, disinfection, necessary chemical treatment for
algae or nutrient control, and direct discharge;
a. Closed -loop Recycle Systems;
S.-Groundwater Remediation Systems consisting only of oillwater separators, pumps, air -stripping, carbon adsorption, disinfection
and d'tspoFzil;
6. Aquacuf9ure operations with discharge to surface waters;
7_ Water Plant sludge handling and back -wash water treatment;
S. Seafood processing consisting of screening and disposal.
9. Single-family discharging systems, with the exception of Aerobic Treatment Units, will be classified it permitted after July 1,
1993 or it upon inspection by the Division, it is found that the system is not being adequately operated or maintained. Such
systems will be notified of the classification or reclassification by the commission, in writing.

I he following scale is used for rating wastewater treatment facilities: (circle appropriate paints)
ITEM POINTS
( 1) Irdustriai Protraatmerd Units or Wustrisi Pretreatment Program (lee definiion No. 33)...................................................4
(2) DESIGN FLOW OF PLANT IN plod (riot applicabis to rtont•aontaminated cooling waters, sludge handling lacilitiee for
water purification plane, totally closed cycle systems(&" definition No. 11), and tacithies consisting only of Item
(4)(0) or hems (4)(d) and (I1)(d)]
0 - 20.000................................................................................................................................. -1
20.001 - 50.000...................................... ............................................................... .............................
...�2
50,001 - 100.000. ........... .... ........... ...... .»............................... __...............».. »...»»......»._._......3
100.001 - 25D.000......................................... ......................................................................................... A
250.001 - 500.000.........................«..........._........................................................................I....._.......5
500,001 - 1.000,000...............•......................................._..............................._................I............_....A
1,000.001 - 2.000.000_...................................................... ..... .............. ..................................... ....... 10
2,000,001 (arid up) rate 1 poled addMonat far each 200.DDO god capacity up to a maximum of ....._..._._..30
Design Flow (gpd)
13 } PRELLMNARY UVfIS/PROCESSES (see deMtion No-12)
(a) BarScrews..._�............... ........ .................. .......... ---............ .- ....... -..... •........ ...... .......... ....... ....
._....t
or
(b) Mechanical Screens, Static Screens at Comminuting Derice$......_._......_._................................................2
(c) GARernovaf................................................................................................. ......................_.................._...1
or
(d) Mechanical or Aerated ant Removal.--- _... . .........................................................................................2
(a) Flow Measuring Device......... ..................«................ ............................................................... ................... I
or
(fI
Instrumented Flow Measurement ........... _.._........_„---........_.........».... ......... .......... _..._2
(g)
Preaerallon...... ...... »...............................................................................................................2
(h)
Mused Flow EquaRtation............... _........................................ ................................................ ................. 2
(1)
Grease at Og Separators - ............2
Mechanical.------- .....3
Dissohved Afr Plotatlon.................... -..................................................... ....... ............... ................ .............. a
I11
Prechlvrinatlan................................. »....».................................................................................................5
(4) PRa4ARYTRE0kTMENTU ITS+PROCFSSES
(a)
Septic Tank (see definition No. 43}....«.. »» ._. .......................... ..... _... ...... ..»..--...... .......-....... .. »...2
(11)
Imhoff Tank ....................................... .............. _....... ».................................................................... _.......3
(c)
Primary Clartfters__ .... .... ...... ...............5
(d)
Settling Ponds o► Sapling Tank$ for inorganic Non-taxic Materlals (sludge handling facilities for water
purification plants, sand. gravel. stone, and other mining operations except recreational activities such as gem
orgold mining)........... ..................................... ... ........................... ................. ........ ........ .................... 2
(5) SECONDARY TREATMENT I.MT501PES
(a)
Carbonaceous Stage
(1) AeratlomHlgh Purity Oxygen Systam.................»..............._.»............».._..........._......20
DIfused Air System ...................................... ........... .... ................... ...................... .... 10
Mechanical Air System (fixed. floating or ra10 ..._... ._..._____.» .. .----•._«.«.---..._...5
Separate Sludge Reaeratlon... ..... _.................................................................................. 3
(Ei) Trfcidhp Filter
HighRate.. .....» .... ............... .................................................... ................. ............. 7
StandardRate ........ ........ .................-......_....._....,............ ........»....».................... 3
PackedTower ........ .................. ...................................................................... ......... 4...... 3
phi) Biobocal Aerated Fitter or Aerated Biological Filter
(tv) Aerated Lagoons........................................................................................................
(v) Rotating Biological Contaclom......................................... _.......................................... 10
(VI) Sand Fillers-intermittem biological ....................... ................................................_........2
Recirculating biological ................ _.._......» .. _.,..__............. .............. ...�
013) Stabilization Lapaars......»...._.......- -._...._».......................... .... ........ ............... 5
(vet) cwofler.............................................................................................•.............................5
(ix) Single stage system for combined carbonaceous removal of BOO and nitrogenous removal by
rthrdication (see definition No. 12)(Paims for iris Item have to be In addition to Items
(6)(a)(1) through (5)(a)(viii),
utilizing the extended aeration process (see definition No.3a)«.-...---------- —--- — ----
utilizing other than the extended aeration process. ........ »................. ...................__..
(x) Nutrlerit additions to enhance BOO famoval...........................—-.------------- --..A
(xl) Biological Culture ('Super Bugc-)addhion..................... -........... ._.......... ..................... 5
(b)
Nitrogenous Stage
(I) Aeration- High Purity Oxygen System._,......— . ...._.»._ . _._.. _ .«...._..___.._....__.20
Diffused Air System .... ......... .................. 0
Mechanical Air System (fixed, floating or rotarj ....» ... .. _...... »....._......_..._.»_...3
Separate Sludge Rsaerstlon................... ._.............. ........................................
(If) Trickling Ftltsr-High ... ._........................................ ..... 7
Standard Rate.._.. ...»--. ». » .............. »_„«............. »................................. 6
Packed Tt»rer._ ...........» ». ,. _.» _»..........3
OR) Biological Aerated Filter or Aerated Blological Fiber ..._---.-.._.«------------------------ I D
(iv) Rotating Biological Cordaclars....................................... ._....... »....».......i 0
(v) Sand Fitter - Intermittent blologlnl........................ .............. . _.. ..-•---..__ ....,.....2
Recirculating tsloiogical........... »....»....»...._. ....». _ ».,.. . — ..».». ».3
(vl) clarilar.......... .............................. «.. ...» ».....................
(6) TERTIARY OR ADVVANCEDTREATMENT CNTTS?FCCESSES
(a)
Acdvatad Carbon Beds -
wAtwul carbon regenerattvn....._ ._._._.....„........_.. » ._ ...». » .. ».__.... _5
with carbon rowneratton....... ......................................... ............................. ... .............. 1 i
(b)
Powdered or Granular Activated Carbon Feed,
without carbon regeneration ......... ..... _............. »....» .................... »......«..
wbhcarbon regeneration -.,...._................................ ..................».'�»
(c)
Air stripping..........................._._..._..._.«..,...»....._..........................,............._...._..................._.........'.i
(d)
Donitrtticatlon Process............» .............. ....».».......... .............. .................... I.....
(a)
Electmdlalysis................ ... ................... .. _.------ ........ -..-............
(1)
Foam Separation.......— ..................... ............... »......__ . .._.-......... ._ . __.... » .. ...»....5
(g)
ton Exchange... .... ................................................-..... .................... ... ».......... .----»---------
(h)
Land Application of Treated Effluent (ace definition No. 22b) (rat applicable for sand. gravel, stone
and other similar mining operations) by high two
(1)
Microscreens....... » ..............._................... »» ... » « .....5
(J)
Phosphorous Removal by Biological Processes (Sae definition No. 25).........................................................20
(k)
Polishing Ponds - without earailon...... -»...—....................................... .................................................2
withaeration.«. ....� ..»_. _»_..»« »...»...... ... » ...............5

(1)
_.......•.--........................---•--.............................o
Post Aeration - cascade.................
ditfusedor mechanical. ._............................... _..... .......................................................... 2
(m)
Reverse Osmosis ........ .......... ..............................................................................................................5
in)
Sand or Mired -Media Filters low rats .......................... _... ................ 2
Norate ....................... ............................. ....-..... 5
to)
Treatment processes For removal of metal or cyarlids...................... ....... .......... .....................1 5
..... ........ ..........
{ p )
treatment processes for removal of toxic materials other than metal or cyanide ..._...,.... ........................ ...1 5
(T)
SLUDGE
TREATMENT
(a)
Sludge Digestion Tank Pleated (anaerobic) ............... ......... _.............. ........ ...... ................................ 10
Aerobic--..........................................................................................I............................. ........5
Unheated(anaerobic).. ............„...._.............................._............_._........_.._............................3
INSludge
Stabitization (chemical or thermal) ..... ........................................... .... ....... ..............................5
(c)
Sludge Drying Beds - Gravity...................................................................................................................2
VacuumAssisted......................................................................................................................................I
(d)
Sludge Elutrlatbn....... ...................... ..._._...............................................»....._._.........................5
(a)
Sludge Conditioner (chemical or thermal) ........ _............. _........ ....................... ........ ...................................
(1)
Sludge Thickener (gravity). ....... ...... .... ..............................................................5
(9)
Dissolved Air Flotation Unit trot applicable to a unit rated as (3)(i))»... .......... .... »............ ...................... 0
(h)
Sludge Gas Utilization (including gas storage) .......................... .«.___._......__...�..2
(1)
Sludge Holding ijpnl{ - Aerated. .......................................................... ....................................................
Narraerated_-............................................................................................................................... .
(t)
Sludge Incinerator tnaf Including solvates carbon regeneralan)............ ..•........................................-
(k)
Vacuum Filer. Centrifuge. or Filter Press or other similar dewat"ng devices...................................................10
(e)
RESIDUALS UTIL.IZATKXVDISPOSAL (inducing incinerated ash)
(a)
(b j
Lagoons--- ..................................._.._ ........................___ ............ ..«...... ____ ........ _..............
Land Application (surface and subsuflae) (see dentition 22a) �
by contracting to a {and application operator or landfill operator who holds the land application permit
orWxXil pormill....................... ........ ...................... ............. ................................. .......... ......... ...........
(C)
Dedicated L.ancilis(burlal) by the pemdner of ilia wastewater treatrn irn f:Cilfly..._..„.-.._......•.................
(9)
DISNWTIC
V
(a)
Chlorination .. ...... ...... ............................ ...................................... ., ........ ................. ..... ......................5
(b)
l)eChloritzatioR._._._»... - • ...__....»................................... _......».� ........, ........_....:..«.�__ ..... ... S
(C)
Ozorw......... ...... ..................................................... ......................... ............ _................. ........................5
(d)
Radiation. ......................................... ............. ._...._.. .. .............
(10)
CHEMICAL ADDITION SYSTEM(S) ( see definition No. g) (rot applicable to chemical additions rated as item (3)(t).
(51(a)tei),
(6)(a), (6)(b). m(b). m(e). (9a). (9p) or (9)(e) S paints each:
List........
........................ ......................................................................................................5
...... ............................................................ »_............ - ..».......�..».... «............. ....5
....... .............. .................... .................................... «.._.......... ........................ .....
.............. ...................................................................................................................5
(1 1)
MISCSIMIEOUS L TSrPROCESSE.S
(a)
Hotding Ponds, Holding Tanks or Sealing Ponds for Organic or Toxic MaileriAis kltfuft wastes from,minind
operations containing nitrogen or phosphorus compounds In amounts significantly greater than Is Common
.............. .. .... ...........................................A
for domestic wastewater. ...............................................................
(b)
(C)
Effluent Flow Equalization {not applicable to storagebe" whichwhichare ErnhreeR in lard apptle�,)on slams) --- 2
5
Stage Disci -urge (rot applicable to storage basins Inherart In land application sywAms) ..M.
(d)
....-
Pumps......................................................................................................... ........
(e)
Stand -By Power Supply•-•........•........................................................................._......................._
(f)
Thermal Pollution Control Device.... ...._..... ..... _....................... »..« 3
TOTALPONVM......................................................................... S
T-7172- •k
- _ 5-2s Pointe
�` asa Ff.� ................_._.............................T_...._.................................2t 50 Points
.......... .«...--.............. ........... _............................ 51-65 Pains
ClmIV......... .......... ............................................ ................. I ....... I .............. 66-Up Points
Facilities having a rating of one through four points, Inclusive, do not require a corttEed operator.
•�SaeMias having an adfvwed sludge process will be assigned a rninlmum classification of Class 0.
!/Facilities having troatmorrt processes for the removal of metal or cyanide will be assigned a minimum ctacsstliaation of Class IL
Facitities having troverrert processas for the biological removal of phaaphonus will be assigned a minimum dastifkation of Class Ill.
-------------------------------------------------------------
Do0a DEFINrPCNS
The following definitions shall apply throughout this Subchapter.
(1) Activated Carton Beds. A physlcallchemical method for reducing soluble organic material from wastewater effluent; The columrrlypa bads used In this
method will have a flow rate varying from two to eight gallons per minute per square toot and may be either upfbw or downflow carbon beds. Carbon may or
may not be regenerated on the wastewater treatmentt plant she;
(2) Aerated Lagoons. A basin in which all solids are maintained In suspension and by which biological oxidation or orgaric matter Is reduced through arftlicialfy
accelerated transfer of oxygen on a flow -through beasts;
(3) Aeratbn. A process of bringing about Intimate contacl between air or Ngh purity oxygen In a liquid by spraying, agitation or diffuslonl3a) Extended
Aeration. An activated sludge process uti:izing a minimum hydraulic detention time of 18 hours. .
(a) Agriculturally managed arts. Any site an which a crop is produced, managed, and harvested (Crop Includee grasses. grains. vaas, ate.); 4
(5) Air Stripping. A process by wtueh the ammonium Ion is first converted to dissolved ammonia (pH adjustment) with the ammonia then released to the
atmosphere by physical meads; or other similar processes which remove petroleum products such as benzene, toluene, and xylene;
(6) Carbon Regeneration. The regeneration of exhausted carbon by the use of a furnace to provide extremely high temperatures which votatillZe and oxldlza the
absorbed Impurlflea:
(7) Carbonaceous Stage. A stooge of wastewater treatment designed to achieve 'secondary effluent Imps;
(8) Centrifuge. A mechanical device In which centrifugal force Is used to separate solids from Ilqulds or to separate liquids of cfiffsrent den&Eas;
(9) Chemical Addtrlon Systems The ad&lcn of cherncal(s) to wastewater as an apptkatlon point tot purposes d Improvtng solids removal, pH adjustment.
aliulinity control, etc.; the capability to experiment with different chemicals and different appllcation points to achieve a specific result will be considered one
system; the capability to add chamical(s) to dual units will ba rated as one system; capability to add a chemical at a different application points for different
purposes will result In the systems being rated as separate syslams;
(10) Chemical Sitrdge Condbtlordng. The addition of a chemical compound such as gme, ferric chloride. or a polymer to wet sludge to coalesce the mass prior to
its application to a dewatering device;
(11) Closed Cycle Systems. Use of holding ponds or holding tanks for containment of wastewater containing lnorgank non -toxic materials from sand, grawi,
crushed stone w other erniliir operaoons. Such systems shag carry a maximum of two points regardless of pumping tacitf[les or any other appurtenances;
(12) Combined Removal of Carbonaceous SOD and Nitrogenous Removal by NEWficatbn- A single stage system required to a: q,. 1, mi i riiiuerx limits on iiJu
and ammonia nitrogen within the same biological reactor,
(13) Dechiodnaflon. The partlial or complete rsducilon at risidual chlorine In a liquid by any chemkal or physkja process:
(14) Denitriliration Process. The conversion of ntirate-nitrogen to nitrogen gas;

(15) Electrodialysis. Process for removing ionized tans from water through the use of ion -selective Ion -exchange membranes;
(16) Fher Press. A process operated mechanically for partially dowalenrg sludge;
(17) Foam Separation. The planned frothing of wastewater of wastewater effluent as a means of removing oxceswve amounts of detergent materials through
the introduction of air In the form of fine bubbles; also called foam fractionation;
(le) Grit Removal. The process of removing grit and other heavy mineral matter from waslawafer;
(19) Imhoff Tanis. A deep two story wastewater rants cons sting of an upper Sedimentation chamber and a lower sludgo digestion chamber.
(20) Instrumented Flow Measurement. A device which indicates and records rat@ of glow;
(21) Ion Exchange. A chemical process in which Ions from two d+norers molecules are exchanged:
(22) Land application;
(a) Sludge Disposal, A final sludge disposal method by which wet sludge may be applied to land either by spraying on the surface or by subsurface injection
p.e., chisel plow); (not applicable for types of sludge described in (11) of this Rule);
(b) Troated Efffueft. The process of spraying treated wastewater onto a lard area or other molhods of application of waslewalsr onto a land area as a
meats 131 final disposal or troatmen i;
(23) Microscreem A bow speed, confinuousfy back-warhed, rotating drum limef operating under gravity conditions as a polishing method for removing .
Suspended solids Iron efftuart;
(24) Nitrification Process. The biochemlical conversion of unoxidized nitrogen (ammonia and organic nitrogen) to oxidized nitrogen (usually ndrats);
(25) Nitrogenous Stage. A separate stage of wastewater treatment designed for the specific purpose of converting ammonia nitrogen to nrtrale nitrogen;
(26) Phosphate Removal, Biological. The removal of phosphoric from wastewater by an oxWaloxic process designed to enhance luxury uptake of phosphorus
by the microorganisms;
(27) PoltsNng Pond. A holding pond following secondary treatment with sufficiern detention time to allow settling of finely suspended solids;
(28) Post Aeration. Aeration fonohving conventional ssrcondary treatment units to increase effluent D.0. or for any other purpose;
(29) Post Aeration. (Cascade) A poiishirg method by which dissolved oxygen is added to the eftluerd by a nonmechanical, gravity means of flowing down a
series of steps or weirs; The flow occurring across the steps or weirs moves in a fairly thin layer arid the operation of the cascade requires no operator
adjustment; thus, zero points are assigned even though this is an essential step to meeting the limits of the discharge permit;
(30) Powdered to Granular Activated Carbon Food. A biophysical carbon process that uldizos biological anivily and organic absorption by using powdered or
granular activated carbon; Virgin of rogererated carbon is food controlled Info the system;
(31) Preaoration, A tank constructed to provide aeration prior to primary treatment:
(32) Preliminary Unds. Unit operations in the treatment process, such as screening and comminution, that prepare the liquor for subsequent major operations;
(33) Industrial Pretreatment.
(a) Pro -treatment Unit, Industrial. The conditioning of a waste at its source before discharge, to remove or to neutralize substances Injurious to sewers and
trealmort processes or to effect a panial reduction in bad on the treatment process which is operated by the same governing body as the wastewater
treatment plant being rated;
b) Pre-freatntent Program, industrial - mud be a State or EPA required program to receive points on tithe rating shoot;
(34) Primary Clarifiers. The first settling tanks through which wastewater is passed in a treatment works for the purpose of removing settleable and suspended
solids and BOD which Is associated with the Solids.
(35) Pumps. All iniluant, effluent and in -plant pumps;
(3S) Radiation Disinfection or sterilization process ulilizing devices emitting uttraviolot or gamma rays;
(37) Reverse Osmosis. A trommerl process in which a heavy Contattinated liquid is pressurized through a rreerbrano forming hearty pure liquid free from
suspended solids;
(38) Rolating Biological Contractors. A fixed biological growth process in which wastewater flows through tanks In which 0 series. of partially submerged circular
Surfaces are rotated;
(39) Sand Fillets:
(a) Intermittent Biological. Fnratton of effluers following septic tanks, lagoons, or some other treatment process in which further blodecomposfflon is
expected to produce desired effluents; Hydraulic loading rates on these 111ten3 are computed In gpd/ac and have a rsevning low gpr"t (lass than one);
b) rio6rculafirg biological - the same typo of sand liner as dolinad in Subparagraph (39) (a) of this Rule wvh the added capabilay to recycle effluent back
through the sand timer,
(40) Sand or Mixed -Media Fillors- A polishing process by which effluent limits are achieved through a further reduction of suspended solids;
(a) low rate -- gravity, hydiaullrally loaded tihof whh loading rates In the one to three gpnuist range;
(b) high rate -- a premm. hydrauficatly loaded finer with loading rates in the five gpfwuf range; At any rate, the loading rete will exceed three gpm+d;
(41) Secondary Clardiers. A tank which follows the biological una of treatmom plant and which has the purpose of removing sludges associated with the
biological treatment units;
(42) Separate Sludge Reaeratkon. A part of the conlact stabiS3zatlon process where the activated sludge is transferred to a tank and aerated before roluming ft
to l?,e corlacl basin;
(43) Septic Tank A tcingle•slory zattlirhg tank In which sallied sludge is In contact with the wastewater (lowing through the lank; shall nil be applicable for
septic tank systems serving singie family residences having capacity of 2,000 gallons or less which discharge to a nitrification field;
(44) Sludge Digestion. The process by which organic or volatile matter and sludge is gasified, fiquelied mineralized or convened Into non stable organic matter
through the activity of living organisms, which Includes aerated holding tanks;
(45) Sludge Drying Beds. An area comprising natural or artificial layers of porous malerials upon which digested sewage sludge is dried by drainage and
evaporation;
(445) Sludge Elulrialion. A process of sludge conditioning in which certain constltuerts are removed by suncessive washings wish fresh water or plant effluent:
(471 Sludge Gas lltillzation. The process of using sewage gas for the purpose of heating buildings, drtvlrg angirles, etc.;
(48) Sludge Molding Tank (Aerated and Nonaeraled). A lank unitized fax anal! wastewater Ireat.2iert pints riot containing a digester In which sludge may be
kept fresh, and supernatant w thdrawn prior to it drying method (I.o- sludge drying beds); This may be done by adding a small amount of air simply to keep the
sludge fresh, but not necessarily an amount that would be required to achieve slabillzallon of organic manor. A nonaerated tank would simply be used to
decant sludge prior to dewatering and would not allow long periods (several days of detention) whhout resulting odor problems;
(49) Sludge Incinerators. A furnace designed to bum sludge and to remove an moisture and combustible mafedals and reduce the sludge to a sterile ash;
(50) Sludge Slabillzalion (Chemical or Thsrma)� A process to make treated sludge less odorous and putrsscbte, and to reduce the pathogenic organism
coniont; This may be done by pH adjustment, chlorine dosing, or by hear treatment:
(51) Slu3ga Thckener. A type of sedimentaflon tank In which iho sludge Is permitted to settle and thicken through agitation and gravtry;
(52) Sia:Wizalicn Lagoon. A type of oxidation lagoon in which biological oxidation of organic mailer Is eltec:ed by ralurai transfer of oxygen to the water from
air (not a pollshing pond);
(53) Sland,By Power Supply. on she or ponabte electrical generating equipmsrs;
(54) Static Screens. A stationary scroen designed to remove Solids, including non-blodogradable particulate (lbalable solids, suspended solids And BOO
reduction) from municipal and industrial wastewater lreafiners systems.
(55) Tertiary Treatment. A stage of treatmenh following Secondary which is primarily for the purpose of effluent po8slting: A sealing lagoon or card of Coat lifter
might be employed for this purpose;
(56) Thermal Poilutlon Control Device. A device providing for the ir"or of twat from a fluld Rowing In tubes to another tluld outside the tubes, of vice versa;
or other means of regulating %quid lemperalures;
(57) Thermal Sludge Condifloner. A aondbioning process by which heat Is added for a protracted period of time to iltlpmve the dowaletabittty of sludge by the
solubilizing and hydraunzing of the smaller and more highly hydraled sludge particles;
(5a) Toxic Materials. Those wastes or eombirailons of washes. Including disease -causing agents which slier discharge and upon exposure, ingestion, Iritialatlon
or asalmilalion Into any organism, either directly from the environment or indirectly by ingestion through food chains, will cause death, d4easo, behavioral
abnormafities. career. gerwlic mutations, physiological malfuna:tlorts (Including malfunctions In reproduction) or physka) dolormffiions. in such organisms or their
otfspdng; Toxic mafadals Include, by way of Wustratlon and riot Iimlailon: lead, Cadmium, chromium, mercury, vanadium, afsenlc, zinc, otthho-rtnrrrchiciobenzane
(ONCBI, polych1cwhaled biphenyts (PCBs) and dkhicrodipr" trkhloroelhane (DDT); and any other materials that have or may heroalter be determined to have
toxic properties;
(59) Trickling Filter. A biological treatmont unit consisting of a material such as broken starve or rock over which wastewater ie distributed; A high rate 1rickffng
filer is one which operated of between 10 and 30 mgd per acre. A low rate ifickllng filler Is one which is designed la operate at one to four mgd pot acre;
(60) Trickling Biter (Packed Tower), A plug flow type of operation In which wastewaler flows down through successive layers of media or fihrato material; Organic
material Is removed cominualy by the active biological fixed growth In each successive Layer- This method may produce 'sociondarjr quality affluent, or maybe
adapted to produce a nitrified effluent;
(61) Vacuum Filler. Centrifuges. or Filter Presses_ Devices which are designed 10 remove excess woor from either digested or uregesfod sludge prior 10 disposal
or further treatment.

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NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: 2039
Owner: Murphy -Brown, LLC
Manager:
Owner/Manager Agreement,
/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Murphy -Brown, LLC
Signature:
Name of Manager (if different from owner):
Signature: AQ
Name of Technical Specialist:
Affiliation:
Address:
Telephone:
Signature:
Dawn Williamson
Murphy -Brown, LLC. _
2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
[phone]
Date
5-
Date
Date
8 of 8

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste_ If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recievinq crop type, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based upon soil type, available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict the rate of applications for
other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year_ Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field (See
USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
When animal waste is to be applied on acres subject to Flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
I of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils
with a high potential for teaching. Waste/nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to take up released nutrients.
Waste shall not be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and canal. Animal waste, other than swine waste from facilities sited on or after October 1,
1995, shall not be applied closer than 25 feet to perennial,_ waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted cropland
provided the fields have been approved as a land application site by a "technical
specialist". Animal waste shall not be applied on grassed waterways that discharge
directly into water courses, and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
2 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied pre -plant with no further applications of animal
waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
nutrient, unless other restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in
the soil shall be monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum crop
production. Soil and waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for a minimum of five
years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
3of3

34
35
SIGIfT ROLE
36
1
M. SHELTON BORDEAUX
SURVEYING
M. SHELTON C 4&L5 L-2947
HARRELLS, IIN..C. 2M"
A S'PRAYFaD WRVFY FOR
CARROLLS FOODS
'FARM 2539 FELD 1'
LOG4TF-0 W SAMPSON COUNTY. NORTH GAROLlWA
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16.467
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42
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30021'
42
12
N 18"4n r E
330.4f
12
41
N 141754' W
257.74'
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39
N SO'29'44r W
33.E7
39
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N 24 383T E
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38
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N 272311' w
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N 33.571T w
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34
33
N 37'4FN E
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33
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S 49'0831' €
244.71'
32
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5 74145W f
257.57
30
29
8 75'48W E
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29
28
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28
27
825'D178'E
9D.86'
27
26
6 75f17' E
11374
26
25
811'19W E
18721'
25
24
811'10W E
65JDT
24
23
9 44'4022` E
81.87
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21
6 28'4822E
203W
21
20
6 73'49'3T E
140A0'
20
19
6 WV23' E
199.417
19
18
6 29'38'17' W
72ST
16.
16
6 30'35 W W
94.16
18
15
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SIGHT POLE
16
b 100 0 200
PRELIMINARY MAP
FOR RECOM M710N. Ma, OR CONYEI'ANCE
E: 1 r1CH - 200 FEET FU 140.:0104fa
DATE: 01-11411
40P

MAR-16-2005 WED 02:53 PM nB LNM KENANSVILLE FAX NO. 9102961283 P, 01
CAWHP WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm Number
2. irrigation System Designation Existing
3. Irrigation System Hard -Hose ,Traveler
4. # Exterior Lanes 1D I Interior Lanes
S. Wetted Diameter —3,5b Total Lenqth of Pull 4[?
6. Spacing vklV*R _(As of wetted diameter)
7. Hydrant Layout: Single Hydrant Multiple Hydrant
zc�\
FLD #
TNT.
EXT.
Ac.gTART
Re, MIDDLE
P.C. STOP
T-Q—TAL-h-c.-T)M"
COL.
AZ
4.
to
Az
C.,
--------- -
IF
TOTAL WETTABLE ACRES
Wettable Acre Computational Workshest Completed by:yam J�A)
Date: _70 1
B00119121223

Murphy --Brown ue
August 24, 2006
North Carolina Dept. of Environment and Natural Resources
Division of Water Quality
Water Quality Section
Permits and Engineering Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Attn: Todd Bennett
Re: Murphy Brown, LLC Farm 2539 Facility N .�82465 Xagoon Retrofit
Dear Mr. Bennett:
REGE VE6
O'�A�rEWLERM
OFFICE
Enclosed for your review is the completed lagoon certification for the above referenced farm. This new
lagoon was constructed to replace the existing lagoon and to meet the latest MRCS guidelines, per plans
submitted March 24, 2006. With this construction, there has been no increase in steady state live weight.
Specific items included for your review are as follows:
Item
Animal Waste Management Plan Certification Form
Location Map
USGS Quad Map
As -Built Lagoon Design Spreadsheet
Please contact me at [phone] Ext. 5332 if you have any questions concerning this package.
Sincerely,
David S. Elkin PE
Director of Engineering and Technical Services
Enclosures

Murphy Brown
March 24, 2006
OENR-FAYEMWLLE REG1019L ORRGE
North Carolina Dept. of Environment and Natural Resources
Division of Water Quality
Water Quality Section
Permits and Engineering Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Attn: Paul Sherman
Re: Murphy Brown, LLC Farm 2039 Facility No. 82A65 Lagoon Retrofit
Dear Mr- Sherman:
Enclosed for your review is the completed lagoon design for the above referenced farm. This new lagoon is
being proposed to replace the existing lagoon. Through our Environmental Management System (EMS)
checks we believe there may be liner integrity issues. Due to these concerns we propose to construct a new
lagoon to meet current NRCS standards for volume and liner permeability and close the existing lagoon.
With these plans, there has been no increase in steady state live weight.
Specific items included for your review are as follows:
Item
Location Map
Aerial Photo
ASCS Tract Map
USGS Quad Map
Flood Map
Soils Map
Soil Investigation Report
Lagoon Design Spreadsheet
Construction Specifications for Lagoon
Site Seeding Requirements
Operation & Maintenance Plan for Lagoon
Emergency Action Plan
Waste Utilization Plan
Facility Site Plans with Construction Details
Please contact me at [phone] Ext, 5332 if you have any questions concerning this package.
Sincerely,
��4
David S. Elkin PE
Director of Engineering and Technical Services
Enclosures

General Information:
Name of Farm:
Owner(s) Name:
Mailing Address:
Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
RECEIVED
DENA-FAYETTEYt_i_E
Murphy -Brown LLC Farm 2539 Facility No: 82465
Murphy -Brown LLC Phone No: 910-293-3434
PO Box 487 Warsaw, NC 28398
Farm Location: County Farm is located in: Sampson
Latitude and Longitude: 35 Deg 04' 25"/ 78 Deg 12' 56" Integrator:
Please attach a copy of a county road map with location identified and described below (Be specific: road
names, directions, milepost, etc.): 478 Junious Lucas Rd. Faison, NC
East side of Junious Lucas, approximately 114 mile east of Beulah Church Rd and Junious Lucas Rd
Near i-targroves crossroads
Operation Description:
Type of Swine No, of Animals
Type of Poultry No_ of Animals
Type of Cattle No. of Animals
0 Wean to Feeder
0 Layer
[] Dairy
© Feeder to Finish 10496
0 Pullets
El Beef
Il Farrow to Wean
F-D Farrow to Feeder
Cj Farrow to Finish
Gilts
Boars
Acreage Available for Application: 181.3 Required Acreage: 181.3
Number of Lagoons I Storage Ponds: 1 Total Capacity: 3,448,394 Cubic Feet (ft3)
Are subsurface drains present on the farm: Yes or (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
rrrrrrrrrr*rrrrrrrwrrrrtrrrwrrrrrrrrrrrrrrrrrrrrrrxxrtrrrtrrrrrrrrrrrrrrrrrsrerrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr•rrrrrrrrrrrrrrwr•rr
Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing_ I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and storage system or
construction of new facilities will require a new certification to be submitted to the Division of Fnvironmental Management before the
new animals are stocked. I (we) understand that there must be no discharge of animal waste from the storage or application system
to surface waters of the state either directly through a man-made conveyance or from a storm event less severe than the 25 - year,
24 - hour storm and there must not be run-off from the application of animal waste. I (we) understand that run-off of pollutants from
lounging and heavy use areas must be minimized using technical standards developed by the Natural Resources Conservation
Service. The approved plan will be tiled at the farm and at the office of the local Soil and Water Conservation District. I (we) know
that any modification must be approved by a technical specialist and submitted to the Soil and Water Conservation District prior to
implementation. A change in land ownership requires written notification to DEM or a new certification (if the approved plan is
changed) within 60 days of a title transfer.
Name of Land Owner. Murphy -Brown LLC
Signature: Date:
Name of Manager (if different from owner):
Signature:
Date
AWC -- August 1, 1997

Technical Specialist Certification
1. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission
pursuant to 15A NCAC 6F .0005. 1 certify that the animal waste management system for this farm
named above has an animal waste management plan that meets or exceeds standards and
specifications of the Division of Environmental Management (DEM) as specified in 15A NCAC 21-1.201
and the USDA -Natural Resources Conservation Service (NRCS) and/or the North Carolina Soil and
Water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001.0005. The
following elements are included in the plan as applicable. While each category designates a technical
specialist who may sign each certification (SD, SI, WUP, RC, 1), the technical specialist should only
certify parts for which they are technically competent.
IL Certification of Design
A) Collection. Storage, Treatment System
Check the appropriate box
Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity: storage capability consistent with waste
utilization requirements.
© New, expanded or retrofitted facili (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems,
lagoons and ponds, have been designed to meet or exceed the minimum standards and
specifications.
prruui++rir
Name of Technical Specialist (Please Print): Davit/ S. Elkin, P.E. A%a CAMR
Affiliation Murphy -Brown, LLC Date Work Completed: �•` �4itr�''•�
Address (Age .Q. Box 856 Warsaw 28398 Phone No. 910-293-3434 0
Signature: �w Date: Z 2. p = _
023994
B) Land Application Site (WUP)
The plan provides for minimum separations (buffers); adequate amount of I"agde •.�`
utilization; chosen crop is suitable for waste management hydraulic and nutrient toa III S `••
;'l
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: _ Date:
C) Runoff Controls from Exterior Lots
Check the appropriate box
Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
ED Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas
designed in accordance with technical standards developed by NRCS. .0
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Age Phone No.:
Signature: ,L Date: (,
AWC -- August 1, 1997 2
°4
'`�'fr�rr��rerjJi''���t

D). Application and Handling Eouipment
Check the appropriate box
Existincl or expanding facili with existing waste application equipment (WUP or 1)
Animal waste application equipment specified in the plan has been either field calibrated or
evaluated in accordance with existing design charts and tables and is able to apply waste as
necessary to accommodate the waste management plan: (existing application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or
nutrient loading rates. A schedule for timing of applications has been established; required
❑ New, expanded or existing fgqW1y without existing waste application egui _men t for spray
irrigation. (1)
Animal waste application equipment specified in the plan has been designed to apply waste as
necessary to accommodate the waste management plan: (proposed application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or
nutrient loading rates; a schedule for timing .of applications has been established: required
buffers can be maintained: calibration and adjustment guidance are contained as part of the
-1--%
New, expanded or existing facili without existing waste application equipment for land
spreading not using spray irrigation. (WUP or 1)
Animal waste application equipment specified in the plan has been selected to apply waste as
necessary to accommodate the waste management plan: (proposed application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or
nutrient loading rates: a schedule for timing of applications has been established; required
buffers can be maintained: calibration and adjustment guidance are contained as a part of the
.,1--%
Name of Technical Specialist (Please Print).
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date.,
E) Odor Control, Insect Contm-1 Mortality_ Management and Em_erclencVAction Plan ISD.
SI, WUP, RC or I
The waste management plan for this facility includes a Waste Management Odor Control
Checklist, an Insect Control Checklist, a Mortality Management Checklist and an Emergency
Action Plan. Sources of both odors and insects have been evaluated with respect to this site
and Best Management Practices to Minimize Odors and Best Management Practices to Control
Insects have been selected and included in the waste management plan. Both the Mortality
Management Plan and the Emergency Action Plan are complete and can be implemented by this
facility.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
F) Written Notice of New or Expanding Swine Farm
The following signature block is only to be used for new or expanding swine farms that begin
construction after June 21, 1996. If the facility was built before June 21, 1996, when was it
constructed or last expanded
I (we) certify that I (we) have attempted to contact by certified mail all adjoining property owners
and all property owners who own property located across a public road, street or highway from
this new or expanding swine farm. The notice was in compliance with the requirements of
NCGS 106-805. A copy of the notice and a list of property owners notified is attached.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date
AWC — August 1, 1997 3

Ill. Certification of Installation
A) Collection, Storage, Treatment Installation
New, expanded or retrofitted facili (Sl)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds,
have been installed in accordance with the approved plan to meet or exceed the minimum
standards and specifications.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print): David S. Elkin, P.E. ii-
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Agent .O. Box 6 W w 28398 Phone No. 910- 3- 34 a
Signature: f�,rT ,-= Date: LL oG
- ma. �--ram -
02,3994 =
B) Land Application Site (WUP)
r �l
Check the appropriate box Q ��erN� •=
The cropping system is in place on all land as specified in the animal waste manage" tm' IA: .,
171 Conditional Approval: all required land as specified in the plan is cleared for planting: the
cropping system as specified in the waste utilization plan has not been established and the
owner has committed to establish the vegetafion as specified in the plan by
(month/daylyear); the proposed cover crop is appropriate for compliance with the waste
utilization plan.
l] Also check this box if appropriate
If the cropping system as specified in the plan can not be established on newly
cleared land within 30 days of this certification, the owner has committed to
establish an interim crop for erosion control:
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
This following signature block is only to be used when the box for conditional approval in
III_ B above has been checked_
I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste
utilization plan, and if appropriate to establish the interim crop for erosion control, and will submit to OEM a
verification of completion from a Technical Specialist within 15 calendar days following the date specified in
the conditional certification. I (we) realize that failure to submit this verification is a violation of the waste
management plan and will subject me (us) to an enforcement action from OEM.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date
AWC -- August 1, 1997 4

C) Runoff Controls from Exterior Lots (RC)
Facilitv with exterior lots_
Methods to minimize the run off of pollutants from lounging and heavy use area have been
installed as specified in the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature:
Date:
D) Application and Handling Equipment Installation (WUP or 1)
Check the appropriate block
F:1 Animal waste application and handling equipment specified in the plan is on site and
ready for use; calibration and adjustment materials have been provided to the
owners and are contained as part of the plan.
0 Animal waste application and handling equipment specified in the plan has not been
installed but the owner has produced leasing or third party application and has
provided a signed contract: equipment specified in the contract agrees with the
requirements of the Dian: required buffers can be maintained: calibration and
adjustment guidance have been provided to the owners and are continued as part of
the plan.
E-D Conditional approval: Animal waste application and handling equipment specified
in the plan has been purchased and will be on site and installed by
(month/day/year); there is adequate storage to hold the waste
until the equipment is installed and until the waste can be land applied in
accordance with the cropping system contained in the plan; and calibration and
adjustment guidance have been provided to the owners and are contained as part of
the plan.
Name of Technical Specialist (Please Print):
Affiliation
Address (Agency):
Signature:
Date Work Completed:
Phone No.:
Date:
The following signature block is only used when the box for conditional approval in I[[ D
above has been checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment
as specified in my (our) waste management plan and will submit to DEM a verification of delivery and
installation from a Technical Specialist within 15 days following the date specified in the conditional
certification. I (we) realize that failure to submit this verification is a violation of the waste management plan
and will subject me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature:
Name of Manager (if different from owner):
Date:
Signature: Date
E) Odor Control,_ Insect Control and Mortality Management (SD, SI, WUP, RC or 1)
Methods to control odors and insects as specified in the Plan have been installed and are operational.
mortality management system in the Plan has also been installed and is operational.
Name of Technical Specialist (Please Print):
Affiliation
Address (Agency):
Signature:
Date Work Completed:
Phone No.:
Date:
The
AWC -- August 1, 1997

Please return the completed form to the Division of Water Quality at the following
Address:
Department of Environment, Health, and Natural Resources
Division of Water Quality
Water Quality Section, Compliance Group
P.O. Box 29535
Raleigh. NC 27626-0535
Please remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the local Soil and Water Conservation District Office and to keep a
copy in your files with your Animal Waste Management Plan.
AWC -- August 1, 1997 6

rower: s- ul t o ume Designed By: KBW
Address: PO Box 759 Checked By: DSE
Warsaw, NC 28398 Date: 06/22106
County: Sampson Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: ------------------- _ 0
Finishing: --------------- --- 10496 Hd.
Farrow to weanling:---- ------------- -- 0
Farrow to feeder: ------------------- 0
Farrow to finish: ------------------- 0
Boars: ------------------- 0
Storage Period: -------------- ---- 180 Days
100 Yr.124 Hr Storm Event ------------------- 8.5 In.
"Heavy Rain" Factor ------- ----- 7.5 In.
Rainfall in Excess of Evaporation ------------------- 7.0 In.
Additional Water Usage: ----------------- 0
Additional Drainage Area: ------------------- 0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (YIN) -----------
Does Operator Want Emergency Spillway? REQUIRED!!! M
Was This Design Built Prior to Sept. 1996? (YIN) -----------
Is Drain Tile Req'd to Lower SHWT? (YIN)------------
Y
Y
N
N
Seasonal High Water Table Elev:
------------ -
96.00 Ft.
Freeboard;
-------------
1.0 Ft.
Emergency Spillway Flow Depth:
----- -------------
0.3 Ft.
Side Slopes:
---------------
3 :1 (H:V)
Press ALT-C to Download
0.0
contour areas see sheet 2 of 7...
0.0
Top of Dike Elevation:
------------- Depth
109.41 Ft.
Finished Bottom Elevation:
BOTTOM E 19.41 Ft.
90.00 Ft.
Start Pump Elevation:
32.64 In.
106.69 Ft.
Stop Pump Elevation:
------------ 105,36 In.
100.63 Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES
REQ'D.
Storm Star =
343259
(Cu.Ft.)
343,569
(Cu.Ft.)
100.09%
Temporary =
731104
(Cu.Ft.)
1,331,901
(Cu.Ft.)
182.18%
Permanent =
1771200
(Cu.Ft.)
1,772,923
(Cu.Ft.)
100.10%
Total Volume =
2,845,563
(Cu.Ft.)
3,448,394
(Cu.Ft.)
121,18%
Min. Required Liner Thickness ------------------
Lagoon Surface Area: (Inside TOD)--------------__.
2.6 Ft.
257,444 S.F.
v
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw. NC 28398 [phone]

rower: 2039 As- ui t o ume Designed By: B\N_
Address: PO Box 759 Checked By: DSE
Warsaw, NC 28398 Date: 06/22/06
County: Sampson Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: ®Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation {FT.)
Area SF
incr. Vol. (Cu. FT)
Cumul. Vol. (Cu. FT)
92.00
151,568
249,021
93.00
157,177
154,373
403,394
94.00
162,858
160,018
563,411
95.00
168,612
165,735
729,146
96.00
174,438
171,525
900,671
97.00
180,336
177,387
1,078,058
98.00
186,306
183,321
1,261,379
99.00
192,349
189,328
1,450,707
100.00
198,418
195,384
1,646,090
101.00
204,228
201,323
1,847,413
102.00
209,992
207,110
2,054, 523
103.00
215,812
212,902
2,267,425
104.00
221,697
218,755
2,486,180
105.00
227,646
224,672
2,710,851
106.00
233,659
230,653
2,941,504
107.00
239.736
236,698
3,178,201
108.00
245,878
242,807
3,421,008
109.00
252,049
248,964
3,669,972
109.41
257,444
104,446
3,774,418
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 2,845,563
CF
CUMULATIVE
VOL.
ZONE VOL.
121.18%
END PUMP = = = = 100.63
FT
1,772,923 CF
TR'MT
1,772,923
100.10%
START PUMP = =: 106.69
FT
3,104,825 CF
TEMP
1,331,901
182.18%
MAX STORAGE = 108.11
FT
3,448,394 CF
STORM
343,569
100.09%
Murphy -Brawn, UC Engineering P.O. Box 8M , Warsaw, NC 28398 [phone]

Grower: 2039 As -Built Volume Designed By: KBW
Address: PO Box 759 Checked By: DSE
Warsaw, NC 28398 Date: 06/22/06
County: Sampson Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Anima ype Capacity cu. .lb = ota
Nursery
0
30
1.00
0
Finishing
10,496
135
1.00
1,416,960
Farrow to weanling
0
433
0.67
0
Farrow to feeder
0
522
0.67
0
Farrow to finish
1 0
1,417
1.00
0
Boars
0
400
0.50
0
Total Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
1,416,960
Animal Type Capacity A cu. t. - otal
Nursery
0
30
0.25
0
Finishing
10,496
135
0.25
354,240
Farrow to weanling
0
433
0.17
0
Farrow to feeder
0
522
0.17
0
Farrow to finish
01
1,417
0.25
1 0
Boars
01
400
L 0-1251
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
354,240
Animal Type Capacity SFo. Period d Jay = Total
Nursery
0
180
0.30
0
Finishing
10,496
180
1.40
2,644,992
Farrow to weanling
0
180
4.30
0
Farrow to feeder
0
180
4.50
0
Farrow to finish
1 0
180
13.50
0
Boars
01
180
1 4.00
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
2,644,992
353,609
Animal Type Capacity Sto. Period d./day)= Total
Nursery
0
180
0.20
0
Finishing
10,496
180
0.90
1,700,352
Farrow to weanling
0
180
2.90
0
Farrow to feeder
0
180
3.50
0
Farrow to finish
0
180
9.50
0
Boars
0
180
2.70
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
1,-[00,352
227,320

Grower: 2039 As -Built Volume Designed By: KBW
Address: PO Box 759 Checked By: DSE
Warsaw, NC 28398 Date: 06/22/06
County: Sampson Sheet 4 of 7
Temporary Storage Volume: (Cont.
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area)' Rainfall / 12in./ft
Vol.= (257444 sq.ft. + 0 sq.ft.) * 7 in. 112 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 150,176
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * 100Y024W. Storm(in) / 12in./ft.
Vol.= (257444 sq.ft + 0 sq.ft.) * 8.5 in. 112 in./ft.
Total Required Volume for 100Yr.-24Hr. Storm Event (cu.ft)= 182,3S6
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area)' "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (257444 sq.ft + 0 sq.ft.) ` 7.5 in. 112 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 160,903
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(100 Yr. / 24 Hr. Storm + "Heavy Rain") _
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) _
Total Required Permanent Storage
(Treatment + Sludge) _
TOTAL REQUIRED VOLUME = 2845563 (CU.FT.)
u
343,259 (CU.FT)
731,104 (CU.FT)
1,771,200 (CU.FT)

Grower: 2039 As -Built Volume Designed By: KBW
Address: PO Box 759 Checked By: DSE
Warsaw, NC 28398 Date: 06/22/06
Countv: Sampson Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation --- ------ -----
109.41
FT.
Emergency Spillway Crest Elevation -------------
108.11
FT.
Top of 100 yr/24 hr Storm Storage — ------ ----------
108.11
FT.
Top of 'Heavy Rain" Storage -------- -
107.36
FT.
Start Pump Elevation — ---------------
106.69
FT.
End Pump Elevation ---------------- ---
100.63
FT.
Top of Sludge Storage -------------
92.68
FT.
Seasonal High Watertable Elev.---------- --------
96.00
FT,
Finished Bottom Elevation -- -------- --------
90.00
FT.
Inside Top Length
Not
Applicable
Inside Top Width -- - ------
Not
Applicable
Side Slopes --------------
3:1
H:V
Lagoon Surface Area ---- ---
257,444
SF
Min. Liner Thickness (if required) -------
2.6
FT.
Freeboard Depth --- -----
1.00
FT.
Temporary Storage Period ------------
180
Days
Zone Depths:
TOTAL DESIGN VOLUME = 3448334 (CU.FT.)
Treatment I Sludge Storage Zone Depth -- 10.6 FT.
Temporary Storage Zone Depth ------ 6.1 Ff.
Freeboard 1 Storm Storage Zone Depth ----------- 2.7 FT.
Total Lagoon Depth --------- 19.4 FT.

Grower: 2039 As -Built Volume
Designe KBW
Address: PO Box 759
Checker DSE
Warsaw, NC 28398
Date: 06/22/06
Countv: Sampson
Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 109.41
1 1 I1
1 1 TOP OF STORM ELEV = 108.11 1 1
1 1 1 1
1 TOP OF HEAVY RAIN ELEV = 107.36 1
1 1
STRT PMP EL.= 106.69 1 TOP OF TEMP STORAGE ELEV = 106.69 1
1 1
END PMP EL. = 100.63 1 TOP OF TREAT ELEV = 100.63 SHWT = 96.00
1
1
1 TOP OF SLUDGE ELEV = 92.68
1
Murohv-Brown. LLC Enaineerina
FINISHED BOTTOM ELEV = 90.00
W
[phone]

Grower: 2039 As -Built Volume Designed By: KBW
Address: PO Box 759 Checked By: DSE
Warsaw, NC 28398 Date: 06/22/06
County: Sampson Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised in August, 2003.
Emergency Spillway:
An Emergency Spillway has been designed per the owners request.
tNIIIIts plo
NOTE: See attached Waste Utilization Plan
DESIGNED. O23994
DATE: (?'LZ�O� •`�
COMMENTS: The lagoon has been designed as an irregular shape.
Actual contour areas taken from the lagoon design are used to calculate
the surface area and storage volume characteristics of the lagoon.
This approach insures that rainfall capture on the lagoon is fully
accounted for and that storage volumes calculated represent actual
conditions regardless of the shape.
LLC Engineering
856, Warsaw NC 28396
[phone]

GROWER: Murphy -Brown LLC Farm 2039 DESIGNED BY: KBW
ADDRESS: PO Box 856 CHECKED BY: DSE
WARSAW, NC 28398 DATE: 3/24106
COUNTY: SAMPSON SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be cleared of trees,
logs, stumps, roots, brush, boulders, sod, and rubbish. The contractor shall be responsible
for the disposition of all debris to the satisfaction of the owner. The topsoil from the lagoon
and pad area should be stripped and stockpiled for use of the dike and pad areas. After
stripping, the foundation area of the lagoon embankment and building pad shall be thoroughly
loosened prior to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT
The completed excavation and earthfill shall conform to the lines, grades, and elevations
shown on the plans. Earthfill material shall be free of material such as sod, roots, frozen soil,
stones over 6 inches in diameter, and other objectionable material. To the extent they -are
suitable, excavated material may be used as fill. The fill shall be brought up in approximately
horizontal layers not to exceed 9 inches in thickness when loose and prior to compaction.
Each layer shall be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or equivalent method. Compaction shall be considered
adequate when fill material is observed to consolidate to the point that settlement is not
readily detectable. NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS
IN THE LINER SECTION OF THIS SPECIFICATION.
The embankment of the lagoon shall be installed using the more impervious materials from
the required excavations. Construction of fill heights shall include 5 percent for'settlement.
Dikes over 15 feet in height with an impoundment capacity of 10 acre-feet of more fall under
the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept. of
Environment, Health and Natural Resources, Land Quality Section. The height is defined as
the difference in elevation from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive erosion and
sedimentation.
LINER:
A 40 mil HDPE liner shall be furnished and installed by the contractor in accordance with the
liner manufacturers guidelines. Liner, as shown on the drawing, shall be manufactured by
GSE Inc. or owner approved equivalent.
Murphy -Brown LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

GROWER: Murphy -Brown LLC Farm 2039 DESIGNED BY: KBW
ADDRESS: PO Box 856 CHECKED BY: DSE
WARSAW, NC 28398 DATE: 3/24/06
COUNTY: SAMPSON SHEET 2 OF 2
When areas of unsuitable material are encountered, they shall be overexcavated below finish
grade to the specified depth as measured perpendicular to the finish grade. The foundation
shall be backfilied as specified to grade with a material approved by the owner.
REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when called for in the notes
on the drawings or as shown on a typical cross section on the drawings. The final
dimensions of the cutoff trench shall be determined by observation of the foundation
materials during construction.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded to the planned
type of vegetation as soon as possible after construction according to the seeding
specifications. Topsoil, if available on site shall be placed on areas of the dike and pad to be
seeded. Temporary seeding or mulch shall be used if recommended permanent vegetation
is out of season dates for seeding. Permanent vegetation shall be established as soon as
possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS:
An observation trench shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain tile lines are present in the
lagoon area. The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side slopes
shall be 1:1 or flatter. Trench backfill shall be compacted as stated in the EXCAVATION
AND EARTHFILL PLACEMENT section of the specification.
When tile drains are encountered, the tile will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The tile trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are removed shall
be either capped off or rerouted around the lagoon, as directed by the engineer or his
representative.
SAFETY AND HEALTH REQUIREMENTS:
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times by the contractor during construction.
Murphy -Brown LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

GROWER: Farm 2039
DESIGNED BY: KBW
ADDRESS: PO Box 487 CHECKED BY: DSE
Warsaw, NC 28398 DATE:
COUNTY: Sampson SHEET i OF 1
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 3.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
180 LBS. FESCUE GRASS AT 60 LBS.IACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER i TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
90 LBS. RYE GRAIN AT 30 LBS.IACRE, (NURSERY FOR FESCUE)
180 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
24 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
30 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS.IACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
120 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
30.00 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
6 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
300 BALES OF SMALL GRAIN STRAW (100 BALESIACRE)
03/24/06
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH
SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR SIMILAR
DEVICE. APPLY MULCH AND SECURE WITH AN ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER UNTIL
BAHIA GRASS IS ESTABLISHED.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

GROWER: Farm
DESIGNED BY: KBW
ADDRESS: PO Box 487 CHECKED BY: DSE
Warsaw, NC 28398 DATE: 03/24/06
COUNTY: Sampson SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and 180 days of
temporary storage. The time required for the planned fluid level (permanent and
temporary storage) to be reached may vary due to site conditions, weather, flushing
operations, and the amount of fresh water added to the system.
The designed temporary storage consists of 180 days of temporary storage for:
(1) manure production of animals, (2) excess fresh water storage, (3) rainfall in
excess of evaporation, (4) storage for the 100 year 124 hour storm for the location,
(5) and, if applicable, an additional "heavy rain" storage volume for chronic rainfall
events. Allocation for any additional fresh water usage is also included in the
temporary storage. The volume of waste generated from a given number of animals
will be fairly constant throughout the year, but excess rainfall will vary from year to year.
The 100 year rainfall will not be a factor to consider in an annual pumping cycle, but
this storage volume must always be available.
A staff gauge must be installed in the lagoon that indicates the start pumping and stop
pumping levels. The start pumping level is the maxim liquid level under normal operating
conditions. The stop pumping level is the minimum liquid level under normal
operation to maintain required treatment volume and depth. Pumping can be started
and stopped anywhere between these two elevations for operating convenience as site
conditions permit, such as weather, soils, crop, and equipment in order to apply waste
without runoff or leaching. However, it is recommended that the lagoon be kept
pumped down as much as possible.
Land application of wastewater is recognized as an acceptable method of disposal.
Methods of application include solid set, center pivot, guns, and traveling guns. Care
should be taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is required that the treatment lagoon be precharged to one-half the treatment volume
or as otherwise specified on the lagoon design drawings before wastes are introduced.
The purpose is to prevent excessive odors during start-up. Precharging reduces the
concentration of the initial waste entering the lagoon thereby reducing odors. Solids should
be covered with effluent at all times. When precharging is complete, flush buildings with
recycled lagoon liquid. Fresh water should not be used for flushing after initial filling.
2. The attached Waste Utilization Plan shall be followed. The plan recommends
sampling and testing of waste before land application.
!Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

GROWER: Farm 2039
ADDRESS: PO Box 487
DESIGNED BY: KB"
CHECKED BY: I)SE
Warsaw, NC 28398 DATE: 03/24/06
COUNTY: Sampson SHEET 2 OF 2
3. Begin temporary storage pump -out of the lagoon when the fluid level reaches the
elevation 104.28 as marked by the staff gauge. Stop pump -out when the fluid level
reaches elevation 100.90. This temporary storage, less 100 year 124 hour storm,
contains 751962 cubic feet or 5624675 gallons.
4. The recommended maximum amount to apply per irrigation is one (1) inch and the
recommended maximum application rate is 0.3 inches per hour. Refer to the waste
utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed
annually. Vegetation should be fertilized as needed to maintain a vigorous stand.
6. Repair any eroded or damaged areas and establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable outlets.
8. Keep a minimum of 75 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall
be applied in a manner such that waste will not reach other property and public
rights -of -way.
9. The Clean -Water Act of 1977 prohibits the discharge of pollutants into waters
of the United States. Waste shall not be discharged into surface waters, drainageways,
or wetlands by either discharge or by over -spraying. The Department of Environment,
Health, and Natural Resources, Division of Environmental Management,
has the responsibility for enforcing this law.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

GROWER: Farm 2039
ADDRESS: PO Box 487
DESIGNED BY: KBW
CHECKED BY: DSE
Warsaw, NC 28398
[COUNTY:
Emergency Action Plan
DATE: 03/24/06
SHEET 1 OF 2
Using this outline as guidance, you should develop a specific emergency action plan for your
waste handling system.. This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should NOT wait until wastes
reach surface water or leave your property to consider that you have a problem. You should
make every effort to ensure that this does not happen. This plan should be available to all
employees at the facility, as accidents, leaks, and breaks could happen at any time. Your
plan should follow this format:
l _ Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to problems are listed below:
A. Lagoon overflow -possible solutions are:
add soil to berm to temporarily increase elevation of dam -any permanent
alteration of the dam should be approved by a qualified professional engineer
or qualified technical specialist
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waters) --hold waste in house if possible
call a pumping contractor
. make sure no surface water is entering lagoon
NOTE: The above listed activities should be started when your lagoon level has exceeded
the temporary storage level.
B. Runoff from waste application field -actions include:
immediately stop waste application
create a temporary diversion or berm to contain the waste on the field
incorporate waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and sprinklers -actions include:
- stop recycle (flushing system) pump
- stop irrigation pump
- close valves to eliminate further discharge
- separate pipes to create an air gap and stop flow
Hush system, houses, solids separators -actions include:
- stop recycle (flushing system) pump
- stop irrigation pump
- make sure no siphon effect has been created
- separate pipes to create an air gap and stop flow
D. Leakage from base or sidewall of lagoon. Often these are seepage as opposed to
flowing leaks -possible action':
dig a small well or ditch to catch all seepage put in a submersible
pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clayey soil
other holes may be likewise temporarily plugged with clay soil

GROWER: Farm 2039
ADDRESS: PO Box 487
DESIGNED BY: KBW
CHECKED BY: DSE
Warsaw, NC 28398 DATE: 03/24/06
LINTY: Sampson SHEET 2 OF 2
`Lagoon problems require the consultation of an individual experienced in the
design and construction of lagoons for permanent repair measures.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies.
A. During normal business hours, call your DWQ regional office, at 910-395-3900
after hours, emergency number: 910-733-3942. Your phone call should
include: your name, facility, telephone number, the details of incident from
item 2 above, the exact location of the facility, and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have been undertaken, and the seriousness of the situation.
B. If spill leaves, or is likely to leave, property or enters surface waters, call
local emergency management service (EMS) at 910-296-2160.
C. Instruct EMS to contact local Health Department.
D. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-296-2121 for advice/technical assistance. The
Extension Service can be reached 910-296-2143 for adviceftechnical assistance.
E. Contact Murphy Family Farms Land and Nutrient Management Department at 910-
289-2111 for advice/technical assistance.
4. implement procedures as advised by DWO and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
SAMPSON COUNTY COOPERATIVE EXTENSION SERVICE
369 ROWAN ROAD, CLINTON, NC 28328
910-592-7161
SAMPSON COUNTY SOIL AND WATER CONSERVATION DISTRICT
NATURAL RESOURCES CONSERVATION SERVICE
84 COUNTY COMPLEX ROAD, CLINTON, NC 28328
910-592-7963
SAMPSON COUNTY EMERGENCY MANAGEMENT SYSTEM
107 UNDERWOOD STREET
PO BOX 8, CLINTON, NC 28328
910-592-8996
(DIVISION OF WATER QUALITY
1ACHOVIA BUILDING SUITE 714, FAYETTEVILLE, NC 28301-5043
19-486-1541

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
May 17, 2000
Carroll's Realty Partnership
PO Box 856
Warsaw NC 28398
1 � •
NCDENR
NORTH CAROLINA OF-PARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Rating of Potential Risk
Inactive Waste Lagoons and Storage Ponds
Carrolls Farm #2539
Facility Number 82465
Sampson County
Dear Carroll's Realty Partnership;
During the 1999 session, the North Carolina General Assembly passed a law directing the North
Carolina Department of Environment of Natural Resources (DENR) to develop an inventory and
ranking of all inactive lagoons and storage ponds in the State. In order to meet this directive, a
representative of DENR has recently evaluated the inactive lagoon(s) and/or storage pond(s) on your
property. Inactive lagoons and storage ponds were defined by the Statute as structures which were
previously used to store animal waste but have not received waste for at least one year.
The information collected on your property is contained in the attached field data sheets. Using
this field data, staff ranked your inactive waste structures as high, medium or low according to its
potential risk for polluting surface and/or groundwater. Your waste structure(s) was ranked as
follows:
Structure Number Surface Area (Acres) Ranking
1 0.5 Medium
This ranking is based in part on the conditions existing on the day of the site visit. Changes in
these conditions or the collection and evaluation of additional data may modify the ranking of your
waste structure(s) in the future.
Information on your facility along with over 1000 others contained in the inventory has been
provided to the General Assembly. During this year's session, the General Assembly will consider
additional requirements for future management of these structures which may include requiring
proper closure of inactive lagoons and storage ponds according to current or alternative standards.
225 Green Street, Suite 714, Fayetteville, North Carolina 29301 Telephone (910) 4W1541 FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Rating of Potential Risk
Inactive Waste Lagoons and Storage Ponds
Animal Waste Management System
Page 2
Regardless of their ranking, owners of all waste lagoons and storage ponds have certain
management responsibilities. These include taking appropriate actions to eliminate current
discharges, prevent future discharges and to insure the stability of their structures. Staff of the
Division of Water Quality will be in contact with owners of all inactive structures that have been
determined to pose a serious environmental risk, based on its ranking and/or additional field data
collected by the Department.
All liquids and waste removed from these structures must be land applied at a rate not to exceed
the agronomic needs of the receiving crops. Any major modifications made to the dike walls or
structure must be done in accordance with current standards and under the direction of a technical
specialist designated for structural design. Your local Soil and Water Conservation District is an
excellent source for information and guidance related to proper waste application practices, structure
operation and maintenance, and other related animal waste management standards and/or
requirements.
Nothing in this letter should be taken as removing from you the responsibility and liability for
any past or future discharges from your lagoon(s) and/or storage pond(s) or for any violations of
surface water or groundwater quality standards.
Thank you for your cooperation and assistance in this process. If you have questions concerning
your inactive structures, please contact the staff of either in the Division of Water Quality or the
Division of Soil and Water Conservation in the Fayetteville Regional Office at [phone].
Sincerely,
V '
Paul Rawls
Water Quality Regional Supervisor
cc: Sampson County Soil and Water Conservation District Office
Facility File

tinlmal waste ivianagemem Plan t.ertlllC Elan
{Picase type or print all information that ,foes rot roouum i signacurci
Exi dnQ or Ncev or Expanded (Please circle one)
Gene: -al' info rmi anon:
Name of Farm: � 2 5 � �
C�2A�I-�`5 F A�rit - --- Facility vo: c -� -
Owner(s)Name: CAR,Fc4L; hGC;tD5. Tzc' _ � Phone No: /c 2 -34 ,d
Mailing address: �0..dDx &SC- 1%1JAgsijw , /J C• �� 95
Farm Locarion: County Farm is located in. SAmP5 r,4
Fourteen Digit Hydrologic Unit: 0 3 0 3 00 0 (f // Go ! o 0 �`� k oD a
Latitude and Longitude: �' c*" .25 " / 7� � � Z � Stu ry' Integrator: CD HWA K g Gtu ►� ��
Please attach a copy of a county road reap with location identified and describe below (Be specific:
road names, directions, milepost, etc.): EAsr_ st be c F 5R 19 o i , A p?zc fc+--
��4-SR 17 -e, 5 1501 -- Trcrs
oeration Desc ption.
Type of Swine No ofAnimols
0 Wean to FerAdc-
0 Feeder to Finish
0 Farrow to Wc: n
0 Farrow to Feeder -
9-farrow to Finish C o 0
0 Gilts
0 Boars
Type of Poulrr/ No of Animals
OL.syer
()Pullets
Other Type of Livestock:
Type of Cc sale No of ,4nimcs
ODairy
013cc:
Numbcr of Animals:
' Y
Fspalldlne Operatto On1}I s
:•Previous Des119. aacsry ddtia DPsrgitCapacuy ToraTDesrgaCanactry
Acreage Available for Application:I2.2- •- - Required acreage: 11G
Number of Lagoons/Storage Ponds: 2— Total Capacity: 2 � '7, c; 3 3 Cubic Feet (ft')
Are subsurface drains present on the fared: YES or � (please circle one)
If YES: are subsurface drains present in the uea of the LAGOON or SPRAY FIELD (please circle one)
Owner/Manager Agreement r
I(wc) verify that all the above infor*%ation is coma and will be -updated upon changing. I (we) understand the operation and maintenance
procedures established in the approved animal waste management plan for the farm named above and will implement Leese procedures. I (we). -
know that any expansion to the existing design rapacity of the waste treatment and storage system or construction of new facilitics will requite a
new certification to be submiued to the Division -of Environmental Manigernent before the new animals arc stocked. I (we) understand that tare:=
must be no Jischargc of animal waste from the storage or application syswn to surface wamrs of the state tithe; directly through a :nan-made
convcvancc or from a storm event less severe than the S-Year, 24-dour storm and 4Ylc - must not be- run-off iram dic T#plication of animal
waste. I (we) understand that run-off of pollutants from lounging and heavy use areas :rust be minimized using technical standards aev=loped by
the Natural Resources Conservation service. The approved plan will be filed at the iarn and at the office of the [heal Soil Ind Nate,
Conservation District. I (we) know that modification must be approved by a technical specialist and submitted :o the S" and `eater CJrscr�ation
Disuicc prior to impleme notion. A change in land ownership rcquirc3 written notification to DEM or a new cc nificacion (if :he approve: pia:, is
changed) within 60 days of a title transfer.
Name, of Land Owner: i-k & ft th cl '
Sionadire:
Name Manager (if different from owner):
Signature: -
AWC -- Auausc 1, 1997
Date: -g
Date-
COOI07010884

1. As a technical ;pcetalist desn,7:a 4 by the -North Carolina Soil and Water Conservation Curnmission pursturu ;o
,`iC•s.0 6r= .0005, I certify that the animal waste aaanagemeat system for he far a gamed above has an animal vas:,
managernt.at plan that meets or exce ds standards and specincatioos of the Division of Environmental Management (DE!rt) as
specified in 15A NCAC 2H.0217 and the USDA-Nanrrai Resour= Conservation Service (lvRCS) and/or the North Caroli: a
Soil and Water Conservation Comrzission pursvaat to 15A NCAC 2H.0217 and 15A NCAC 6r .0001-.0005. The -Oilowi:-a
elements are included in the plan as applicable. Wbile each category desilpat;s a technical specialist who may sign =ch
certification (SD, S1, WUP, RCJ) the technical .slxxialist sbouid only certify parts for wbkh they are twhnicsily comet=E.
II. Certification of Design
A) Collection, Storage, Treatment Svstetn
Cnr the appropriate box
(vY Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with"w1ave utilization requirements.
() New. expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds, have
been designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist (Please Print) �/
ha
l
o NI
Affiliation: 04 �'+E
'O LL g�i✓ pf C.
; Date Work Completed:
Ip a S
Address(Agency) x S� 4tLaRSal�t
�.one, 4. -34,
rSiggnature: l
Date:
B) Land apyli6tion Site iWUPI
The plan provides for minimum separation (buffers); adequate amount of land for waste utilization; chosen crop is
suitable for waste managementyhydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print): .•_W,4Qi7
L•,9sa" _
Affiliation: fl Q kc5o�$,Kc
- ' Date Work Completed: /o
Address(Agency):)o � � ,jA ul
C JPhoneNo:G1c,7.:2 +3— 3439-
Signature: - ,c
Date: 9:) 7 q-f 9
Q Runoff Con"is rrom Exterior Lusts
Check the appropriate box
(� Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
(} Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been desi, ted in accordance
with technical standards developed by MRCS.
Name of Technical Specialist (Please Print):
AffiIiation:+�i���o�s f�ot7s �rtc.
Address (Agency): 13.
80, 5,, U1rtK5A�f,I�C
Signature: �n ,
AWC -•• August 1. 1997 3
"D L • h-Otl5o m
Date Work Completed:
Phone No.: 10 2
Date: g 17 i q 4
�fRS
cantio7atio885

Check :he .4opropriate bo-z
{ Exist r. , or tzoandin, facility with i iistirg waste application eauipment (WL-P or 1)
Animal waste application. equipinent s0k':ned in the ?lan has been eid - field calibrated or evaluated in accord3r;ce-
wiLh cxisting design charts ab<d tables and is able to appiv waste.as necessary to accomcnod re the. waste rpnagerne-it
plan: (existing application equipment c= cover the area required by the plan at rates not to eitl---,:d -ether the
�-puined hydraulic or nutrient loading rates, a schedule for {iming of application h s been ts6blis°red: required buffers
can be maintained and calibration and adjustment guidance are co0taine4.a_s part of the plan)-
r
{ } New. 2xiDanded. or txisring facility without etistin waste application uiome^t for Styrav [mr3tSOn (l)
Animal waste application equipment specified in the plan has been designed to apply waste as nectssary to
accommodate the waste management piaa: (proposed application equipment can cover the.aM' required by the plan at
rates not to cxczed either.tl a specified hydraulic or nutrient loading, rates: a schedule, for timing af?pplicatioas has
ben established; required buffers can be maintained; calibration and adjustment ;uidanc,;. are contained as part of the
plan). '
(} New.exoanded.or existing facility without _xistino waste application �ouipmcrit for land sni-eadir,g not using scirav
irrigation. (WUP or I) '
Animal waste application equipment specified in the plan has been selected to apply waste as necnssary to
accommodate the waste management plan; (proposed gppiication equipment can cover the area required by the plan at
rags not to exceed either the spe' cifred hydraulic: or nutrient loading, rates; a schedule for timing, of applicaions has
been established: required buffers can be maintained; calibrati(§n and adjustment guidance are contained as par. of the
plats)_
Name of Technical Specialist (Please Print):
g-V44'Z
Affiliation6"2ttc3
Date Work Completed: �8
Address(Agency): p. D c�i5t` , 4iri W
C. Phone No: �r"I t r -zfi3- 3 4-3¢
Signature:
Date: 91 -79
E) Odor- Control, Insect Control, Mortality Mana-entent and Emergencv .section Plan f5D.5I.WUP,RC or 11
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect Control
Checklist, a Mortaility Management Checklist and an Emergency Action Plan. Sources of both odors and insects have
been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best M. anagemeat
Practices to Control Insects have been selected and included n the waste management plan. Both the Mortality
Manangement Platt and the Emergeacy Action Plan art complete and -can be implemeated by this facility: --
Name of Technical SpeciaUsrt (Please Print):
I-le--&menBSeN
Affiliation*
C
Date Date Work Completed: z4
Address (Agency): P o BE)?,Vi�W
K .0 2s3YgPhone No.: 1rJ .:t_9 3 -- 34 3 4
Signature:
Date: 7 �}
F) Written Notice of New or Ex andino Swine F'nrm The following, signature block is only to be used for new or expanding swine farms that begin construction after Jun_
21. 1996. If the facility was built before 1une21, I996, when was it constructed or last expanded Idea . 1(we)
Certify that 1(we) have attempted to contact by certified snail all adjoining property owners and all property owners
who own property located across a public road, sty -et or highwav from this new or txpandin; swine farm. The notice
was in compliance with the requirements of NCGS 106-305. A copy of the notice and a list of the property Owners
notified is attached.
Name of Ladd Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature:
Date:
AWC — August 1, 1997 ]
C00107010886

-) Collntinn, Storage. Treatment Installation +�
New. txoande.d or r-trotitt- facility (Si)
Aaimal waste storage and treatment structures suc.� as but aot limited to_lagoons and ponds, have been installed in
accordance with the approved plan to meet or exc:td a mini== standards and specification.
For e<isting facilifies without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print): "r
Affiliation: Date Work Completed:
Address (Age ncy): Phone No.:
Signature: Date:
B) Land Application Site (WUP)
Check the appropriate bbx
The cropping system is is place on all land as specified in the anima.I waste maragexent plan.
() . Conditional approval: all required land as specified in the plan is cleared for planting; the cropping system as
specified in the waste utilization plan has not been established and the owner has committed to established the
vegetation as specified in the plan by (month/day/year); the proposed cover crop is appropriate for
compliance with the waste utilization plan.
(� Also check this box iFappropriatc
if the cropping system as specified in the plan can not be established on newly cleared land within 30 days of
this certification, the owner has committed to establish an interim crop for erosion control;
Name of Technical Speciallst(Please Print):K&D
,35e
Affiliation: co izp _
• tz �5=
Date Work Completed:
Address(Agency): P 13cx `5E , W��RSRVJ, NC. 1�3
Phone No.:
l0 2Sf 3 - 3 44 3 4
Signature: -
Date:
This following signature block is only to be used when the box for conditional approval in M.B above has been checked.
I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste utilization plan, and if
appropriate to establish the interim crop for erosion control, and will submit to DEM a verification of completion from a
Technical Specialist within 15 calendar days following the date specifed in the conditional certification. I (we) realize that
failure to submit this verification is a violation of the waste management plan and will subject me (us) to an enforcement action
from DEM.
Name of Land Owner:
Signature: Date:
Name of Manger (if different from owner):
Signature: Date:
AWC — Au;ist 1, 1997 4
COO107010887

Fsc:litv.u+it'fi exterior lots
V eLhods to minimize the un off of pollutants :rom loun;�; and heavy use are4 ave beet installed a specifiedin
the'piaa. {
For fariIiti gut-4-xtcrior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
_
Affiliation: Date Wort: Completed:
Address (Agency): Phone No..
Signature: Date: 1
D) Application and Handling EQuiprrlent InstalIapon MIT or 1)
Check ,he appropriate black
(� Animal waste application and handling equipment specified in the plan is on site and ready for use; calibration and
adjustment materials have been provided to the owners and are contained as part of the plan.
() Animal waste application and handling equipment specified to the plan has not be -ea installed but the owner has
proposed leasing or third party application and has provided a signed contract; equipment specified in the contract
afire s with the requirements of the plan; required buffers can be maintained, calibration and adjustment guidance have
been provided to the owners and are contained as part of the plan.
{) Conditional approval: Animal waste application and handling equipment specified in the plan has been purchased
and will be on site and installed by ''(month/day/year); there is adequate storage to
hold the waste until the equipment is installed and until the wash can be land applied in accordance with cropping
system contained in the plan; and calibration and adjustment guidance have been provided to the owmdrs and are
contained as part of the plan.
Name of Technical Specialist (Please Print):
w is _b L . 4r- a --� c� tt
Affiliation: CA-p,,cLI2s o �s , �c .
Date Work Completed: 14
Address(Agency): p D � W lt� N -
Phone No.:
C- 1s3S l o 43 —343 4-
Signature: �_ 1 I o _
Date: cr 1 7) 4 y
The following signature block is only to be used when the box for conditional approval in LII D above has been checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as specified in my
(our) waste management plan and will subipit to DEM a verification of delivery and installation from a Technical Specialist
within 15 calendar days following the date specified in the conditional certification. 1 (we) realize that failure to submit this
verification is a violation of the waste management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager('if different from owner):
Signature: Date:
E) Odor Control. Insect Control and Mortality Management (SD.SLWUP.RC orll
1�fethods to control odors and insects as speeift{d is the Plan have been installed and are operational. The ;r:oralit;:
management system as specified in the Plan has also been installed and is operational.
Name of Technical Specialist (Please Print): 1-41-14-Ro Z - Xk65oA4
Affiliation.e,gp 2aU col
Address (Agency) P.). Kf-. 1
Signature:
Dale Work Completed:- 4JZ*Jq 7 I
Phone No.:
�$
Date: cl I I
AWC — August 1, 1997
C00107010888

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
SWINE WASTE OPERATION GENERAL PERMIT
This permit shall be effective from the date of issuance until April 30, 2003. Holders of
Certificates of Coverage (COC) under this permit shall comply with the following specified conditions
and limitations:
I. PERFORMANCE STANDARDS
1. The animal waste collection, treatment, storage and application system permitted under
this permit shall be effectively maintained and operated as a non -discharge system to
prevent the discharge of pollutants to surface waters, wetlands, or ditches. Application of
waste at agronomic rates to terraces and grassed waterways is acceptable in accordance
with Natural Resources Conservation Service (NRCS) Standards. Facilities which are in
compliance with their CAWIAP and this permit, which unintentionally discharge as a
result of a storm event greater than the 25-year, 24-hour storm, will not be considered to
be in violation of this permit.
2. The CAWMP is hereby incorporated by reference into this general permit. New or
expanding farms are required to be certified prior to the stocking of animals. The
CAVVW must be consistent with all applicable statutes, rules and standards in effect at
the time of siting, design and certification of the facility. Any violation of the CAMP
shall be considered a violation of this general_ permit and subject to enforcement actions.
A violation of the General Permit may result in the Permittee having to take immediate or
long term corrective action(s) as required by the Division of Water Quality. These
actions may include modifying the CAWMP, ceasing land application of waste, or
removing animals from the farm.
3. The facility may not be expanded above the capacity shown in the COC until a new COC
reflecting the expansion has been issued.
4. A copy of this General Permit, COC, certification forms, lessee and landowner
agreements, and the CAWMP shall. be readily available at the farm (stored at places such
as the farm residence, office, outbuildings, etc.) where animal waste management
activities are being conducted for the life of this permit. These documents shall be kept
in good condition and records shall be maintained in an orderly fashion.
5. For all new and expanding operations, no collection or storage facilities may be
constructed in a 100-year flood plain.
C00101030421

9. Unless accounted for in temporary storage volume, all uncontaminated runoff from the
surrounding property and buildings shall be diverted away from the animal waste lagoons
and storage ponds to prevent any unnecessary addition to the liquid volume in the
structures.
10. A protective vegetative cover shall be established and maintained on all lagoon/storage
pond embankments (outside toe of embankment to maximum pumping elevation), berms,
pipe runs, and surface water diversions. Trees, shrubs, and other woody vegetation shall
not be allowed to grow on the lagoon/waste storage pond embankments. All trees shall
be removed in accordance with good engineering practices. Lagoon/waste storage pond
areas shall be accessible, and vegetation shall be kept mowed.
11. At the time of sludge removal from a lagoon, the sludge must be managed in accordance
with a CAWMP. When removal of sludge from the lagoon is necessary, provisions must
be taken to prevent damage to lagoon dikes and liners.
12. Lagoons/storage ponds shall be kept free of foreign debris including, but not limited to,
tires, bottles, light bulbs, gloves, syringes or any other solid waste.
13. The facility must have one of the following items at all times (a) adequate animal waste
application and handling equipment, (b) a Iease, or other written agreement, for the use of
the necessary equipment, (c) a contract with a third party applicator capable of providing
adequate waste application, or (d) a contract for the purchase of the equipment.
Equipment shall be capable of meeting permit condition R (4).
M. MONITORING AND REPORTING REOUIREMENTS
1. An inspection of the waste collection, treatment, and storage structures and runoff control
measures shall be conducted at a frequency to insure proper operation but at least
monthly and after storm events. For example, Iagoons, storage ponds, and other
structures should be inspected for evidence of erosion, leakage, damage by animals or
discharge. Any major structural repairs (to lagoons or waste storage ponds) must have
written documentation from a technical specialist certifying proper design and
installation. However, if a piece of equipment is being replaced with a piece of
equipment of the identical specifications, no technical specialist approval is necessary
[i.e. piping, reels, valves, pumps (if the GPM capacity is not being increased or
decreased), etc.].
C0010I030423
3

e. Failure to maintain storage capacity in a lagoon/storage greater than or equal to that
requited in Condition V (3) of this General Permit.
f. Overapplying animal waste either in excess of the limits set out in the CAWIviP or
where runoff enters surface waters.
g. Any discharge that bypasses a lagoon/storage pond resulting in a discharge to surface
waters or that poses a serious threat to the environment..
For any emergency which requires immediate reporting after normal business
hours, please contact the Division of Emergency Management at 1-800-858-0368.
The Perraittee shall also file a written report to the appropriate DWQ Regional Office of
the occurrence within 5 calendar days following first knowledge of the occurrence. This
report shall outline the actions taken or proposed to be taken to correct the problem and to
ensure that the problem does not recur. The requirement to file a written report may not
be waived by the DWQ Regional Office.
IV. INSPECTIONS
Any duly authorized officer, employee, or representative of the DWQ may, upon
presentation of credentials and in accordance with reasonable and appropriate biosecurity
measures, enter and inspect any property, premises or place on or related to the collection,
treatment, storage and land application system at any reasonable time for the purpose of
determining compliance with this permit; may inspect and obtain a copy of any records
that must be kept under the terms and conditions of this permit; and may obtain samples
of the animal waste, groundwater, soil, plant tissue, or surface water.
V. GENERAL CONDITIONS
The issuance of a COC under this permit shall not relieve the Permittee of the
responsibility for damages to surface waters or ground waters resulting from the animal
operation.
2. The Permirtee shall designate a certified animal waste management system operator to be
in charge (OIC) of the animal waste management system The animal waste management
system shall be operated by the OIC or a person under the OIC's supervision.
3. The maximum waste level in lagoons/storage ponds shall not exceed that specified in the
CAWMP. At a minimum, maximum waste level for lagoons/storage ponds must not
exceed the level that provides adequate storagq to contain the 25-year,.24-hour storm
event plus an additional 1 foot of structural freeboard. In addition to the above
requirements, for new and expanding farms with lagoon designs completed after
September 1, 1996, storage must also be provided for the heavy rainfall factor for lagoons
without an outside drainage area.
In the case of lagoons/storage_ponds in series that are gravity fed, the 25-year, - 24-hour
storm event and/or the heavy rainfall factor storage requirements for th6 system may be
designed into the lowest lagoon/storage pond in the system. However, adequate
freeboard roust be designed into each of the upper lagoons/storage ponds to allow
sufficient storage to prevent the waste level from raising into the structural freeboard
while the storm water is draining into the lowest lagoon -in the system.
5 C00701030425

11. The Groundwater Compliance Boundary for the disposal system constructed after
December 31, 1983, is established at either (1) 250 feet from the waste structures and
from the waste disposal area, or (2) 50 feet within the property boundary, whichever is
closest to the waste structures and the waste disposal area. If this facility was constructed
prior to December 3I, 1983, the Compliance Boundary is established at either (1) 500
feet from the waste disposal area, or (2) at the property boundary, whichever is closest to
the waste disposal area. An exceedance of Groundwater Quality Standards at or beyond
the Compliance Boundary is subject to the requirements of 15A NCAC 2L and the
Division in addition to the penalty provisions applicable under the North Carolina
General Statutes.
This General Permit issued the eighteenth day of May, 1998.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT CONA1IISSION
A. Preston Howard, Jr., P. ector
Division of Water Quality
By Authority of the Environmental Management Commission
Swine Waste General Permit Number AWG100000
C00101030427

% 0 s
June 2, 2000
Mr. John Hasty
Division of Water Quality
225 Green Street
Suite 714
Fayetteville, NC 28314
Re: Carroll's Farm #2539
Facility # 82-465
Dear John:
CARROLL'S FOODS, INC.
P. D. Drawer 856
WARSAW, NORTH CAROLINA 28398
RECEIVED
JUN 5 2000
FAYETTEVILLE
REG. OFFICE
The farm manager said the personnel had checked the farm. at 7:00 P.M. on May 23, 2000.
Personnel arrived at the farm at 7:00 A.M. and found the accidental spill. They immediately
unstopped the pipe and started containing the spill.
The flush tanks hold 800 gallons and are being dumped every 2 hours (rate: 400 gal/hour).
The pit would hold approximately 4,200 gallons before waste water would leave the finishing
house. The 12 hour window would have the potential of allowing 4,800 gallons to leave the
house.
If you have any further questions, please contact me.
Sincerely,
-,-D Go-J, N
David Nordin
Farming Manager
DN:cs

NCDENR-DWQ Fax:[phone] Feb 23 '99 18:45 P.01/12
Division of Water Quality
Water Quality Section
P.O. Sox 29535
Raleigh, N;C. 27626-0535
FAX:[phone]
FROM: S Ct
PHONE: [phone] Ext: 54�p
NO.OF PAGFS INCLUDING THIS SHEET: 1 -2—
T'or-4 GAPS
yuN.-Retues"
RECEIVED
FEB 2: 4 1999
RE��ILLE
OFFICE

NEDENR-DWQ Fax:[phone] Feb 23 '99 18:45 P.02/12
State of North Carolina
Department of Environment,
Health and Natural Resources 4foil
Division of Water Quality
James B. Hunt, Jr.,
Wayne McDevitt, Secretary �.�
A. Preston Howard, Jr., P.E., Director
FJ. Faison, Jr-, President
Carroll's Foods, Inc.
PO Box 856
Warsaw, NC 28398
Dear Mr. Faison:
August 14, 1997
Subject Permit No_ AW1920465
Carroll's Food, Inc_
Farm #2539
Wastewater Spray Irrigation
Sampson County
In accordance with your application received May 6, 1997, we are forwarding herewith Permit No.
AW1820465, dated August 14, 1997, to Carroll's Food, Inc. authorizing the operation of an animal waste
collection, treatment, storage and land application system in accordance with this permit.
This permit shall be effective from the date of issuance until August 31, 2002, and shall be subj=
to the conditions and limitations as. specified therein. Please pay particular attention to the monitoring
requirements in this permit. Failure to establish an adequate system for Collecting and maintaining the
required operational information well result in future compliance problems. Any increase in flow or
increase in stocked animals above the listed values in this permit will require a modification to this permit
and shall be completed prior to actual increase in either flaw or number of animals -
Please pay attention to Conflation VI (15), which states that the pem-ittee, within 60 days of permit
issuance, must submit a management plan for removal and disposal of residuals from the existing lagoon.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within dirty (30) days following receipt of
this permit. This request must be in the form of a written petition. Conforming to Chapter 150B . of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Tolephmo [phone] FAX [phone]
An Equal Opportunhy Affirmative Action Employer 50% recycled/ 10% pvst-consumor paper

}} �-.r;vrn-tea.--.• � --a -r;
r NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
NCDNRDIVISION OF WATER QUALITY
FAYETTEVILLE REGIONAL OFFICE
DIVISION OF WATER QUALITY
'AMCS 8. HUNT JR. January 13, 2000
GOVERNOR
CERTIFIED MAIL
BILL HOLMAN RETURN RECEIPT REQUESTED
SECRETARY
Carroll's Foods, Inc.
Aitn.: David Nordin
KERR T. STEvENs P.O. Box 856
DIRECTOR Warsaw, NC 28398
SUBJECT: NOTICE OF DEFICIENCY
Carroll's Farm 2539
Facility No. 82 - 465
Sampson County
Dear Mr. Nordin:
On August 9,1999, staff from the Fayetteville Regional Office of the Division of Water
Quality conducted a routine inspection of the Carroll's Farm 2539 swine facility located in
Sampson County. A review of the irrigation records indicated that the Plant Available
Nitrogen (PAN) rate for the corn in crop year 1998 had been exceeded by 12 pounds.
Trees were observed on the back slopes of the lagoon dikes and need to be removed
as required by Individual Permit condition 11,12 which states that "Emerging vegetation such
as trees, shrubs, and other woody vegetation shall not be allowed to grow on the lagoon
dikes or side slopes.". Wastewater was observed flowing from the Biomatrix equipment
located adjacent to the lagoon, but did not leave the farm site. It was evident that the
equipment was malfunctioning at the time of the site visit, and Mr. Nordin, the Carroll's
representative shut the system down.
The farm currently has an Individual Permit due to the research that was being
conducted on the nitrification/denitrification pond by the University. However, it is my
understanding that this project is no longer being evaluated. The facility has additional
permit requirements since the farm has been issued an Individual Permit, however quarterly
1 + ' sludge depths within the lagoon and yield records on crops produced were not available at
= the time to the inspection. If indeed the research project is complete, the facility may be
able to obtain a General Permit if the nitrification/denitrification pond is no longer being
utilized.
225 GREEN STREET, SUITE 714 / SYSTEL OLD. FAYETTEVILLE, NORTH CAROLINA 28301-5043
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50`Xo RECYGLEO/10% POST -CONSUMER PAPER

t
Page 2
Carroll's Farm 2539
January 13, 2000
The Division of Water Quality requests that the following items be performed:
1. Comply with the Certified Animal Waste Management Plan (CAWMP) and the Permit when applying waste
using the correct PAN rates as specified for each crop.
2. Contact the local NRCS district for assistance in removing the trees from the back slopes of the lagoon.
Maintain both the inside and back slopes of the lagoon dikes so that they can be inspected routinely for
evidence of erosion, seepage, and damage by animals.
3. Perform a more routine inspection of the Biomatrix equipment or install some safety measures to prevent
the release of wastewater from the system in the future.
4. Provide the additional records required by the Individual Permit if available to this office for review.
Please notify this office in writing on or before January 31, 2000 at the letterhead above as to the
actions taken or proposed to be taken to resolve these deficiencies. Nothing in this letter should be taken as
absolving this facility of the responsibility and liability of any violations that have or may result from these
deficiencies. If you have any questions conceming this matter, please do not hesitate to contact myself at
[phone].
Sincerely,
Je ^eryBrown
Environmental Engineer
cc: Sonya Avant - Compliance Group
Wilson Spencer - Sampson Co. NRCS
Audrey Oxendine - DSWC Fayetteville Office
Central Files - Raleigh

NCDENR-DWO Fax:[phone] Feb 23 '99 18:45 P.03/12
e
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this mancr, please contact Michael T. Lcwandowski at [phone] extension
362.
cerely,
Preston H ar , Jr., P
cc: Sampson County Health Department
Knish Sridhar, P.E.; National Environmental Technologies, Inc.
-- Fayetteville Regional Office, Water Quality Section
Fayetteville Regional Office, Groundwater Section
Bob Cheek, Groundwater Section, Central Office
Training and Certification Unit
Facilities Assessment Unit

NCDFNR-DWQ Fax:[phone] Feb 23 '99 18:46 P.04i12
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
ANIMAL WASTE OPERATION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
ainended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Carroll's Food, Inc.
Sampson County
FOR THE
construction and continued operation of a 30,000 GPD spray irrigation treatment and disposal facihry
consisting of a 85,614 ft' nitrificabon/denitrifcation pond, a 2,546,719 ft3 lagoon(existiag), .50 acres of
available sprayfleld and all other pumps, pipes, and appurtenances to serve 1000 sows (fartow to finish),
with no discharge of wastes to the surface waters, pursuant to the application received May 6, 1997, and
in. eonfbmi ry with the project plan, specifications, .and other supporting data subsequently. filed and
approved by the Department of Environment, Health and Natural Resources and considered a part of this
permit. The nitrification/denitrification pond will be used only to treat the waste from the 9 finishing
houses with all residuals and wastewater generated from the nitrifieation/denitrification pond being stored
in the existing lagoon.
This permit shall be effective from the date of issuance until August 31, 2002, and shall be subject
to the following specified conditions and limitations:
I. PERFORMANCE STANDARDS
1. The animal waste collection, treatment, storage and transmission system permitted under this permit shall be effectively maintained and operated as a non -discharge system to
prevent the discharge of pollutants to surface waters, wetlands, or ditches_ If CarroIl's
Food, Inc. is in compliance and unintentionally discharges as a resulr of a storm eveat
greater than the 25 year, 24 hour storm, the facility will not be considered in violation of
this permit.
2. A copy of this permit, certification forms, and lessee: and landowner agreements shall be
maintained at the farm where animal waste management activities are being conducted for
the life of this permit. These documents shall be kept'in good condition and records shell
be mainaained in an orderly fashion.
3. For all new and expanding operations, no collection or storage facilities may be constructed
which could be inundated by a 100 year flood. In addition to protection fivm inundation,
the facility shall be designed in order to rrn nim� potential harm to or within the floodplain.

NCDENR-DWQ
Fax:[phone] Feb 23 '99 18:46 P.05/12
4. Upon completiop of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted
facility has been installed in accordance with this. permit, the approved plans and
specifications, and other supporting. materials. Mail the Certification to the Water Quality
Permits and Engineering Unit, P.O. Box 29535, Raleigh, NC 27626-0535.
5. The Fayetteville Regional Office, telephone number [phone], shall be notified at
least foray -eight (48) hours in advance of operation of the installed facilities so that an in -
place inspection can be -made. Such notification to the regional supervisor shall be made
during the normal office hours from 9 00 a m. until 5:00 p.m. on Monday through Friday,
excluding State Holidays.
6. The spray irrigation facilities shall be effectively maintained and operated at all times so that
there is no discharge to the surface waters, nor any contamination of ground waters which
will render them unsatisfactory for normal use. la: the event that the facilities fail to
perform satisfactorily, including the cmation of nuisance conditions or failure of the
irrigation area to adequately assimilate the wastewater, the Pennittee shall take immediate
corrective actions including those actions that may bo required by the Division of Watts
Quality, such as the construction of additional or replacetncat wastewater treatment and
disposal facilities.
7. The following buffers shall be maintained:
2.
3.
4.
a) 400 feet between wetted area and any residence or places of public assembly under
separate ownership,
b) 50 feet between wetted area and property lines,
c) 100 feet between wetted area and Wells,
d) 100 feet between wetted area and drai.nageways or: surface water bodies,
e) 50 feet between wetted area and public right of ways,
f) 100 feet between wastewater treatment units and wells, and
g) 25 feet between wastewater treatment units and property lines.
The collection, treatment, and storage: facilities, and land application equipment and sites
shall be properly maintained and operated at all times.
A suitable vegetative cover shall be maintained on all: land application sites and buffers in
accordance with the permit.
The following are approved sites for animal waste application (see attached map(s)):
Application area jacrrs)
teld No. Owned s [excluding. bgffg)
1 * Carroll's Foods, Inc. 6
2* " 13
3* " 2(1}
4* u iY
Total: - 50
*Fields planted with Bermndagrass and overseeded with sma11 grain
An acceptable pH of the soil shall be maintained oa all land application. sixes to insure
optimum yield for the crop(s) being grown.

NCDENR-Dual i=ax:919-733-0719 Feb 23 '99 18=46 P.06/12
5. The Plant Available Nitrogen application rates for bermudagrass and small -grain hay (50
lbs of Man) andjhydraulic loading razes (0.35 itdhr and 21 is r) small not be exceeded.
5. Application of animal waste onto land:
a. which is used to grow food or fiber crops for d = human consumption that does
undergo further processing shall not occur within 30 days of the harvesting.
b. which is used to grow food or fiber crops for direct human consumption (e.g.,
strawberries, melons, seduce, cabbage, apples, etc.) that does not undergo further
processing shall occur preplan , but not during the growing season, or in the case of
fruit bearing trees, shall only be applied prior to breakitag dormancy.
7. Application of ansmal waste onto land which is conventionally tilled and with no actively -
growing cover crop (bare soil) shall be incorporated into the soil -within two (2) days after -
application. This does not include fields that utilize conservation tillage practices.
8. Domestic and/or industrial wastewater from showers, toilets, sinks, etc. shall not be
discharged into the animal waste collection, treatment, storage and transmission system_
Washdown of stock trailers, owned by and used to transport animals from this farm only,
will be permissible as long as system design accommodates the additional flow and as long
as only those detergents and disinfectants are utilized which are labeled by the manufacturer
as readily biodegradable.
9. Disposal of dead animals shall be done in accordance- with the North Carolina Department
of Agriculture (NCDA) Veterinary Division's regulations.
10. Grazing animals on an application site shall be controlled in accordance with Natural
Resources Conservation Service (NRCS) Standards.
11. All uncontaminated stormwater runoff from the surrounding.properry and buildings shall
be diverted away from the animal waste /moon and storage ponds to prevent any
unnecessary addition to the liquid volume in the structures.
12. A protective vegetative cover shall be established on all disturbed areas (lagoon
embankments, berms, pipe runs, erosion control areas, etc_). Emerging vegetation such as
trees, shrubs, and other woody species shall not be allowed to grow on the lagoon dikes or
sideslopes. Lagoon areas should be kept Mowed and accessible.
13. Disposal of the sludge shall be in accordance with General Statute 143-215.1 and in a
manner approved by the North Carolina Division of Water Quality. When removal of
sludge from the waste treatment unit is necessary, provisions must be taken to prevent
damage to waste treatment unit. The distribution or n»rketing of residuals from an animal
waste operation will require coverage under a separate permit.
14. Solid materials including, but not Iimited to, bottles, light bulbs, gloves, syringes or any
other solid waste from the animal waste operation shall be prevented from entering the
treatment/storage lagoon and shall be disposed of properly.
15. The facility must have at all times (a) adequate animal waste application and handling
equipment on site. (b) a lease for the use of the necessary equipment, (cl a contract with a
third parry applicator capable of providing adequate waste application, or (d) a contract for
the purchase of the equipment. in all cases, the equipment and any contractor must be
capable of land applying the.waste on the sites specified in this permit in compliance with
both the agronomic and hydraulic loading rates for the sites.
16. No traffic or equipment shall be allowed on the disposal area except while installation
occurs or while normal maintenance is being performed.
3

NCDENR-DWO Fax:[phone] Feb 23 '99 18:47 P.07/12
17. The accumulation of sludge shall not decrease the existing. lagoon's trr nt volume,
storage volume, or freeboard.
Adequate records shall be maintained by the Permittee tracking the amount of wastewater
disposed. These records shall include, but are not necessarily limited to, the following
information:
a. date of irrigation,
b. volume of wastewater irrigated,
c. field irrigated,
d. length of time field is irrigated.
s 2. Waste collection, treatment, storage and transmission structures (i.e. piping, pumps, reels,
etc_), under the control of the owner/operator shall be inspected weekly.: Lagoon berms,
storage ponds, and structures should be inspected for evidence of erosion, leakage, animal
damage or discharge. A written chronological record of maintenance and repairs shall be
maintained on the farm and be made readily available :during a scheduled inspection of the
farm. These records shall also be made available at the request of the Division.
3. Jf not already installed at this facility, a level. gauge shall be installed within 60 days of
issuance of this permit to monitor waste levels. This gauge shaA have readily visible
permanent markings indicating the maximum lagoon levels at which pump -out must begin,
end of pump -out, and freeboard elevations. Where storage ponds are utilized, only a gauge
with visible permanent markings indicating the parnp-out begin and freeboard elevations
need be installed. Caution must be taken not to damage the integrity of the liner when
installing the gauge. Waste lagoon and storage pond levels shall be recorded weekly.
4. A representative Standard Soil Fertility Analysis shall be conducted armually on each
application site receiving animal waste. The results of these tests shall be maintained on file
by the Permittee for a mini um of three years and shall be made available to the DWQ
upon request.
5. An analysis of the liquid animal waste from the lagoon shall be conducted initially after
issuance of the permit and thereafter as close to the time of each waste application as
practical. This test shall be conducted as close to the time of application as practical and at
least within 60 days (before or after) of the date of application. This analysis shall include
the following parameters:
Nitrogen Zinc
Phosphorous Copper
Q 6. The sludge depth in the existing lagoon shall be measured on a quarterly basis. The sample
shall be taken from a location in the lagoon that is representative of the entire lagoon.
Samples shall be taken on or before the last day of January, April, July, and October.
7. Proper records, including maintenance, repair and irrigation records, shaltbe maintained on
site and in chronological and legible farm for a minimum of three years by the Permittee.
o 8. Yield records of craps grown in accordance with condition II (3) of this pen it shall be
maintained on site and in chronological and legible form for a minimum of three years by
the Permittee.
9. Regional. Notification:

NCDENR`DWQ Fax:[phone] Feb 23 '99 18:47 P.08/12
The Perminee si)all report by telephone to the Fayetteville Regional Office, telephone
number [phone], as soon as possible, but in no.case, more than 24 hours following
first knowledge of the occurrence of any of the following events:
a. Failure of any component of the animal waste collection, treatment, storage and land
application system resulting in a discharge to surface waters.
b. Any failure of the animal waste treatment and disposal program that renders -the facility
incapable of adequately receiving, treating or storing the animal waste and/or sludge.
C. Spillage or discharge from a vehicle or piping system transporting animal waste -or
sludge €o the application sites which results in, or may result in, a discharge to surface
waters.
d. Any deterioration or leak in a lagoon system or storage pond that poses an immediate
threat to the environment.
e. Failure to maintain adequate storage capacity in,a lagoon or storage pond that poses an
immediate threat to public health or the environment.
f. Overspraying animal waste either in excess of the hydraulic limits of the soil or where
runoff enters waters of the State.
9. Any discharge that bypasses a lagoon system or storage pond -
For any emergency which requires immediate reporting after normal
business lours, please contact the Division of Emergency Management at
1-800-858-0368.
The permittee shall also file a written reportof the occurrence in letter form within 5 days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to be taken to correct the problem and to ensrue that the problem does not,recur.
I V . GROUNDWAIER . REOIUIREWNTS
1 _ The Groundwater Compliance Boundary for the disposal system constructed after
December 31, 1983, is established at either (1) 250 feet from the waste structures and from
the waste disposal area, or (2) 50 feet within the property boundary, whichever is closest to
the waste structures and the waste disposal area. If this facility was constructed prior to
December 31, 1983, the Compliance Boundary is established at either (1) 500 feet from'
the waste disposal area, or (2) at the property boundary, whichever is closest to the waste
disposal area. An exceedance of Groundwater Quality Standards at or beyond the
Compliance Boundary is subject to immediate remediation action in addition to the penalty
provisions applicable under the North Carolina General Statutes.
2. Any groundwater quality monitoring, as deemed necessary by the Division, shall be
provided.
V INSPECTIONS
The Petrrzimee or his designee shall inspect the wastewater treatment and disposal facilities
to prevent malfunctions and deterioration, operator errors and discharges which may cause
or lead to the release of wastes to the environment, a threat to human health. or a nuisance.
The Pennittee shall keep an ins on lop or summary including at least the date and time
of inspection, observations made, and any maintenance, repairs, or corrective actions takeu
by the Permitter. This log of inspections shall be maintained by the Pcrmittee for a period
of three years from the date of the inspection and shall be made available upon request to
the Division of Water Quality or other permitting authority.
2. Any duly authorized officer, employee, or representative of the Division of Water Quality
may, upon presentation of credentials, enter and inspect any property, premises or place on
or related to the disposal site or facility at any reasonable time for . the purpose of
determining Compliance with this permit, may inspect or copy any records that must be
maintained under the terms and conditions of this permit, and may obtain samples of
groundwater, surface water, or leachate_
5

NCDENR-DWO Fax:[phone] Feb 23 '99 18:48 P.09/12
V1. GENERAL !COND
1. The issuance of this permit shall not relieve the Permince of the responsibility for damages
to surface waters or ground waters resulting from the operation of this program.
2. The Permittee shall designate and employ a certified animal waste mmagcment system
operator to be W charge (01C) of the animal waste management system. No animal waste
management system shall be operated unless supervised by the OiC.
3. =trhtegy.el
level of lagoons and other uncovered waste containment structures must not
that provides adequate storage to contain at a rninimern a 25 year, 24 hour
storm event, chromic rainfall, plus an additional 1 foot of fi=board.
4. Upon reasonable cause to believe that any activities conducted pursuant to this perrtYit may
cause or contribute any waste, directly or indirectly, to be intermixed with"the waters of the
State, the DWQ may require any monitoring (including but not limited to groundwater,
surface water, sludge, soil and plant tissue) necessary to determine the source, quantity,
quality, and effect of such waste upon the waters of the State. Such monitoring, including
its scope, frequency, duration and any sampling, testing, and reporting systems, shall meet
all applicable Commission requirements. 'Reasonable Cause" may be based on the
findings of a related Federal, State, Commission or DEHNR authorized study or report; or
on showing that violations of State water quality or other applicable environmental
standards have occurred or may occur.
5. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division of Water Quality in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C.
6. The issuance of this permit does not excuse the Permittee from the obligation to comply
with all applicable statutes, rules, regulations, or ordinances (local, state, and federal).
7. If animal production at the facility is to be suspended or terminated, the owner is
responsible for developing, implementing and completing a "closure plan" which will
eliminate the possibility of an illegal discharge, pollution, erosion, and the potential for
injury and shall be in accordance with NRCS lagoon closure standards in effect when the
closwe plan is developed and implemented. Closure shall also include notifying the DWQ.
8. The annual permit fee shall be paid by the Permittee within thirty (30) days after being
billed by the Division. Failure to pay the fee accordingly constitutes grounds4or revocation
of this permit.
9. Failure of the Permittee to maintain, in full force and effect, lessee and landowner
agreements which are required in the permit, shall constitute grounds for revocation of this
permit.
10. This permit shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other supporting
data.
11. This permit is effective only with respect to the nature and volume of wastes described in
this permit for Carroll's Foods, Inc.'s Farm #2539.
12. This permit is not automatically transferable. In the event there is a desire for the facilities
to change ownership, or there is a name change of the Pertnittee, a forestal permit request
must be submitted to the Division of Water Quality accompanied by an application fee,
documentation .from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or may
not be approved.
6

NCDENR-DWO
Fax:[phone] Feb 23 '99 18:48 P.10/12
13. A set of approve:6 plans and specifications for the subject project must be retained by the
Permittee for the � e of the project.
14. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its
extension. Upon receipt of the request, the Commission will review the adequacy of the
facilities described therein, and if warranted, will extend the pmmit for such period of time
and under such conditions and limitations as it may deem appropriate.
15. The Perminee, within 60 days of permit issuance, must submit a, nutnagemn nt plan for
removal and.disposal of residuals from the existing.lagoon. This plan should include long-
term monitoring of sludge production from the nitrificationldenitrification pond.
16. If the system fails to adequately treat the waste generated at this site, the permiuee is
responsible for obtaining a Certified Waste Management Plan which meets NRCS
standards.
Permit issued this the 14th day of August, 1997
TH CAROLLNA ENVIRONMENTAL MANAGEMENT COMACSSION
'k _ M i . .
Preston Howard, Jr.J _, Di
Division of Water Quali
By Authority of the Environments
Permit Number AW1820465
Management Commission

NCDFNR-DwQ
Permit No. AW1820465
August I4, 1997
NEER' S CERTIFICATI
Fax:[phone]
I
Feb 23 '99 18:49 P.11/12
L , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, for the
Project Name Locution
Permittee hereby state rba4 to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of this permit, the approved plans and specifications, and other supporting materials.
Signature Registration No.
Date
8

Daylight

TRIANGLE
ENVIRONMENTAL
INC.
February 13, 1998
FEB 18 1998
FAYETTt—vtr P-r
REG, Ot-ri(;,c
Mr. Paul Rawls
North Carolina Department of Environment and Natural Resources
Water Quality Division
225 Green Street
Suite 714
Fayettville, NC 28301
SUBJECT: innovative Swine Wastewater Treatment System
Project No. 01-044-0220
Dear Mr. Rawls:
Raleigh, NC
919-828-3150
Charlotte, NC
704-529-5551
Wilmington, NC
910-392-1747
Thank you for taking time out of your busy schedule last week to talk with Stan Taylor. The
intent of this letter is to provide the North Carolina Department of` Environment and Natural
Resources (NCDENR) with an update on the innovative swine wastewater treatment system
located at Carroll's Foods. Inc. - Farm 2539, in Clinton. North Carolina.
The treatment system, which integrates nitrification and denitrification biological processes for
ultimate nitrogen removal, has coverage under Permit No. AW1820465. The system officially
started on December 15, 1997, and had continuous operations through the beginning of February
1998.
On February 3, 1998, the system was taken off-line due to a problem with the synthetic liner.
The liner, constructed of a 30 mil thick, high density polyethylene material, shifted at several
locations along the perimeter of the treatment system and collapsed into the pond on one side.
The mixers, aerators, and pumps that are part of the system were shut down once the problem
was noticed by Carroll's personnel.
The treatment system will remain off-line until the pond can be dewatered and the liner inspected
tar damage- The wastewater flow from the nine finishing houses is being temporarily diverted to
the existing anaerobic lagoon for treatment. It should be noted that a secondary clay liner is still
in place and the collapse of the primary liner poses no treat to the environment as the wastewater
in the pond is entirely contained. Although there is no environmental risk associated with the
liner problem, the project time line will be temporarily delayed.
295-A N. Green Meadows Dr. Wilmington, NC 28405 910-392-1747 910-392-8654 FAX

Mr. Paul Rawls
North Carolina Department of Environment and Natural Resources
February 13, 1997
Page 2
Triangle Environmental, Inc. (Triangle), in combination with personnel from Carroll's Foods,
Inc. and the North Carolina State University - Biological and Agricultural Engineering
Department (NCSU-BAE), is actively working to rectify the situation. Triangle will periodically
correspond with the Fayettville Regional Office to keep the NCDENR apprised of this project.
In the meantime, if you have any questions or comments regarding this project, please do not
hesitate to call me at [phone], Ext. 33, or Stan Taylor at [phone].
Sincerely,
Adt�pk-��
Anthony D. Smith
Environmental Engineer
R. Stan Taylor, PEA
Principal
fp/ADS/RST
cc: Dr. Phil Westerman (NCSU-BAE)
Bob McLeod (Carroll's Foods, Inc.)

State of North Carolina
Department of Environment
and Natural Resources
Fayetteville Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
DIVISION OF WATER QUALITY
December 12, 1997
Mr. Don Butler
Carroll's Foods
PO Drawer 856
Warsaw, NC 28398
SUBJECT: Permit No. AW1820465
Farm #2539
Certified Waste Management Plan Deadline
Sampson County
Dear Don:
During our December 12, 1997 telephone conversation, you requested confirmation that
the subject farm (#2539) meets the December 31, 1997 deadline for obtaining a Certified Waste
Management Plan.
This facility was issued an individual permit (AW 1820465) on August 14, 1997, for an
innovative swine wastewater treatment system. The issuance of this permit assures compliance
of the Certified Animal Waste Management Plan having a December 31, 1997 deadline.
Should you have any questions, please advise.
Sincerely, l
Grady Dobson
Environmental Engineer
GD/bs
225 Green Street, Suite 714 FAX [phone]
Fayetteville, North Carolina 28301-5043 An Equal Opportunity Affirmative Action Employer
Telephone [phone]% recycled/10% post -consumer paper

CARROLL'S FOODS, INC.
P. O. Drawer 856
WARSAW, NORTH CAROLINA 28398
December 12, 1997
Mr. Grady Dobson
Division of Water Quality
Suite 714 Wachovia Building
Fayetteville, NC 28301
RECEIVFrNN
0 EC 1 6 19 97
RAEVIi1E
OFFICE
Re: Notification of intent to begin operation of
innovative animal waste treatment system at
Carroll's Farm #2539 pursuant to Permit
#AW 1820465
Dear Mr. Dobson --
This is to provide notification that the waste treatment system referenced above has been
installed and will begin operation on December 17, 1997- Our permit requires us to notify
your agency 48 hours prior to start up.
If you have any questions please feel free to contact me at [phone].
Sincerely,
D er
Real Estate Manager
DB/sj
cf Bob McLeod
Anthony Smith

DEC 12 '97 01:36PM CARROLL'S FOODS
P.1/2
DATE;
TO:
FRoM:
FAX NUW 30L
NMMM OF ?AM
C ARROLL' S FOODS.. R C.
P. Q. Dower M
Wm=wr, Y c2miza 22M
910-293;-3d*4
910-Z9�7�'1 (Fax)
� k lqy _ n-1=4N
RECEIVED
DEC 1 2 1997
FAYEiTEMLLE
REG. OFFICE
A

nEC 12 '97 01:36PM CARROLL'S FOODS
P . 22
Mr. Crrady Dobson
Division of Water Quality
Suite 714 Wachovia Building
FayettevUle, NC 28301
Dear Mr. Dobson_
CARROLL'S FOODS, INC.
P. O. Drawer 856
WARSAW, NORTH GAROUNA 28398
December 12, 1997
Re: Notification of intent to begin operation of
innovative animal waste treamwnt system at
Carroll's Farm #2539 pursuant to Permit
#AW 1820465
This is to provide notification that the waste treatment system refereenced above has been
installed and will begin operation on December 17, 1997. Our permit requires us to notify
your agency 48 hours prior to start up.
If you have any questions please feel free to contact me at [phone].
Sincerely,
I
D er
Real Estate Manager
DB/sj
cf. Bob McLeod
Anthony Smith

DIVISION OF WATER QUALITY
August 7, 1997
MEMORAMM
TO: Andy Oakley
Permits and En ineering - Non -Discharge
FROM: Kerr T. Stev n , egional Supervisor
Fayetteville Regional Office
SUBJECT: Carroll's Foods, Inc., Farm # 2539
Innovative Swine Wastewater Treatment System
Sampson County
Please find enclosed the staff report and recommendations of the Fayetteville Regional
Office concerning the issuance of subject non -discharge permit.
If you have any questions or require any further information, please advise.
l;"l M M-it .7
Enclosure
cc: Technical Support Branch

SOC PRIORITY PROJECT: YES— NO_X_
If Yes, SOC No.
To: Permits and Engineering Unit
Water Quality Section
Date: August 6. g97
NON -DISCHARGE STAFF REPORT AND RECOMMENDATION
COUNTY: Sam.pson
Permit No. WQ N/A
PART I - GENERAL INFORMATION
1. Facility and Address: Carroll's Foods, Inc.
PO Box 856
Warsaw, NC 28398
2. Date of Investigation: June 20, 1997
3. Report Prepared by: Ed Buchan
Environmental Engineer, FRO
4. Persons Contacted and Telephone Number: Don Butler
910-293-3434
5. Directions to Site: East side of SR 1901, approximately .25 miles east of SR 1740 and
SR 1901 intersection. Near Hargrove crossroads.
6. Size (Iand available for expansion and upgrading). Currently, approximately 50 acres
are available for land irrigation.
7. Topography (relationship to 100-year flood plain included):
Attach a U.S.G.S. map extract and indicate facility site.
U.S.G.S. Quad No_: U.S.G.S. Quad Name:
Faison Faison, North Carolina
Latitude: ,35' 04' 25" Longitude. 78112' 56" _
Mostly flat with some
steep slopes near Mill
Swamp.

PART I - GENERAL INFORMATION (continued)
8. Location of nearest dwelling and water supply well: Approximately 700 feet
9. Watershed Stream Basin Information: Cape Fear River Basin
a. Watershed Classification: C-SW
b. River Basin and Subbasin No.: 03-07-19
C. Distance to surface water from disposal system: Approximately 100 feet
PART U - DESCRIPTION OF WASTES AND TREATMENT WORKS
L Type of wastewater, sludge or contaminated soil: Swine effluent
Domestic 100 % industrial
a. Volume: 0 .03� MGD (Design Capacity)
b. Types and quantities of industrial wastewater: Swine waste froni' „
confinement houses
C. Prevalent toxic constituents in wastewater: NIA
d. Pretreatment Program (POTWs only): NIA
In development Approved
Should be required Not needed
2. Production rates (industrial discharges only) in pounds per day: NIA
a. Highest months in the past 12 months: NLA,,,,-, lbs/day.
b. Highest year in the past 5 years: — N/}_ lbsiday.
3. Description of industrial process (for industries only) and applicable CFR Part and
Subpart: NIA
4. Type of treatment: The proposed system is comprised of a 640,388 gallon nitrification
- denitrification pond that will employ an activated sludge process
to reduce the amount of PAN entering the existing lagoon.

7.
ART IV - EVALUATION AND RECOMMENDATIONS (continued):
kRT H - DESCRIPTION OF WASTES AND TREATMENT WORKS (continued)
Sludge handling and disposal scheme: Currently, there is no existing sludge
handling plan. However, it seems that an
alternate application site will have to be
procured for sludge disposal.
Treatment plant classification: Class H
SIC Code(s): 0213
Wastewater Code(s) : Primary--.28 - Secondary
Main Treatment Unit Code: 3 l 0 0 3
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant Funds (municipals only)? NIA
2. Special monitoring requests: None
3. Other:
PART IV - EVALUATION AND RECOMMENDATIONS
Currently, this particular facility does not have sufficient land to treat all the waste (i.e.,
PAN) generated by the 1,000 sow farrow to finish operation. Therefore, the proposed
denitrification system should, in theory, reduce the amount of nitrogen entering the
existing lagoon and thereby reduce the amount of land needed for waste application.
However, there are some concerns that should be addressed before a permit is issued.
They are as follows.
1) Food to mass ratio will probably vary so dramatically between the two (2) hour
flushes that the degree of treatment and nitrogen conversion may be very poor.
2) The hydraulic surge of all 18 houses flushing at once will probably short circuit
the system as well as possibly affecting associated pumps and pipe lines.

PART IV - EVALUATION AND RECOMMENDATIONS (continued):
3) Sludge production may actually increase which would force a significant amount
of wasting into the existing lagoon. This situation would be unacceptable as there
is probably a significant amount of sludge built up in the existing lagoon due to its
> 12 years of service.
4) Eventually, the sludge will have to be land applied. Carroll's Foods, Inc., should
develop an alternate site for such an event.
5) System rates as a Grade II facility; consequently, they must have a Grade II or
higher operator on site.
In summary, it is recommended that the flush system should flush on a staggered
schedule (e.g., one house every 45 minutes). This would, hopefully, provide a relatively
constant flow to the treatment system. In addition, a sludge handling plan should be
provided to the Division of Water Quality to insure proper waste management. Finally, it
may also be necessary to remove the animals from the houses on a staggered schedule as
well to prevent the resultant lower flows from upsetting the denitrification system.
Therefore, if the above mentioned concerns are addressed, it is the opinion of this office
that Carroll's Foods, Inc., be issued an individual non -discharge permit.
Signature of Report Preparer
Water Quality Regional Supervisor
S -1-0 _
Date

G SCALE FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS
11line'of Facility: (&rrc1U 11k-M �253c1
ner or Contact Person: _1 2"Be-r
�l�iling Address: Qd.Sox $5G L.tUC lVis .
County: Telephone: 010 710 - 31f34 _
Present Classification: titN „ New Facility Existing Facility <n
NPDES Per. No. NCOO Nondisc. Per. No.WO _ Health Dept.Per No.
Rated by: EMI t �c�>a_r1. _Telephone: Date:
Reviewed by: Health Dept Telephone:
,n egtonai O� ffjle'� Telephone: j9izl4S4-is1i
Centro ffit:e Telephone:
ORC: Grade:
Check C(assification(s): Subsurface Spray Irrigation
Wastewater Classification: (Circle One) I II III IV
_Telephone:
Land Application
Total Points: -
--
II1M
Ieh `■: a� ►r!: ice_ s. ! 7, tom.► * JI. :►. N 1=�. !�.► r. !► �1. tea.q: : 1�a l►l y % . :� a. _ •!►
SWSURFACE CLA.SaFEATM
(check all units that apply)
1—septic tanks
2, pump tanks
3. siphon or purnp-dosing systems
4- sand filters
5_ grease traprnterceplor
6 oiUwaier separators
7. gravity subsurface treatment and disposal_
B_ pressure subsurface treatment and disposal•
SPRAY 011' 3 IM C A59FiCATUN
(check all units that apply)
1 .preliminary
treatment (definition no. 32 )
2.
lagoons
3_5eptle
tanks
4-
Imp tanks
5.
pumps
6—sand
fillers
7-
grease trapfnterceptor
a.
oUwater separwore
9—
disinfection
10. chemical addition for nutrient/algae control
11. spray hrigation at wastewater
In addition to the above classifications, pretreatment of wastewater In excess of these components shvll
be rated using the point rating system and will require an operator with an appropriate dual certification.
LAND APPLICATtON/RESIDL ALS CLASSIRCATION (Applies only to pemrh holder)
1_ Land application of biosolids, residuals or contaminated soils on a designated site.
WASTEWATER TREATMENT FACILITY CLA SWICAMN
The following systems shall be assigned a Class I classification, uniPSS the flow is of a significant quantily or the techndogy is unusually
complex, to require consideration by the Commission on a case -by -case basis: (Check d Appropriate)
1. DiUwaler Separator Systems consisting only of physical separation, pumps and disposal;
2. Septic TanklSand Filter Systems consisting only of septic tanks, dosing apparatus, pumps.sand fitters, disinfection
and direct discharge;
3. Lagoon Systems consisting only of preliminary treatment, tagoons, pumps, disinfection, necessary chemical treatment for
algae or nutrient control, and direct discharge;
4. Closed -loop Recycle Systems;
5_ Groundwater Remedialion Systerns consisting only of olfwater separators, pumps, air -stripping, carbon adsorption, disinfection
and d£spor,]:
6. Aquacuhure operations with discharge to surface waters;
7. Waler Plant sludge handling and back -wash waler treatment;
S. Seafood processing consisting of screening and disposal.
a. Single-lamity discharging systems, with the exception of Aerobic Treatment Units, will be classified if permitted alter July 1.
1993 or it upon inspection by the Division. Il is found that the system is not being adequately operated or maintained. Such
systems will be notified of the classilication or reclassification by the Commission, in writing.

/na hdkovvng scale As used for rating wastewater treatment facilities: (circle appropriate points)
ITEM POUTS
(1) industrial preneal=orsunfts or ondommal
/m> osa;Q-wFLOW opPLANT uw gpd (not applicable to non-contarrinsted cooing waters. slud.ge handling facilities for
water purification plants. totally closed cycle xystems(s4s definition No. I I � and facilities consisting only of hem
100.001
250.001
500.001 ' 1�0��u__-_________-___-�_'________--_-____-_�
,pum.om� ' ... .............. -....... .............. ............ .................. 1n
2.0D0,001 (and up) rate I Point additional for each m00.000 gpd capacity uptommaximum m.--_-_uo
Design Flow (gN)
1*} pwEU:INAnvumnWpOpsSSsS (imesmwmmuon^m.32)
(m) Bar ........-.1
or
4m) Mechanical Screens. ptau*Screens w°cmwmmn"m�**�-__'-__-__-___'__-'_-_--____-�
(n) GA�pn�m.._---_-__--____-_.--_--_.-____'-_-'---__-_'--------�
or
mm MachmmcaloxAerviedqdner*ow:
(m) Flow Mmanuft Devics
or(1)
Instrumented Flow
(1)
mreass, of Oil Separators.
Dissolved Air
(«) pnm4UIrnxF-AnMsNr
Septic Tank (see definition No. 43
b
Imhoff
(c)
-�
(d)
Settling Ponds or Soft" Tanks for Inorganic Non-1c:ric Malsdaft (sludge, handling lacilltias lot water
pudication plans. sand. gravel. stone. and other mining opetations exempt recreational activities such an gem
(s) maoOxDkRYrnm*TmNTwvma0Pmmnmmmms
(m)
cmmw"awnonStaoe
(V aw,athm-I-Eio p"mw owyg.m m»llwft .....
Diffused Air System....
Mechanical Air System (fired. floating or rWor)-.
Separate Sludge Roaaration .......
(11) Trickling Filter
High Rate. -
Standard nw/w'---_'--_.__---__----_-_--.�'�___--_-_-_-_'_---�
PackedTower ... ..... ............................................... _.................... ................... ...
on) Biological Aerated Filter or Aerated BlologitW Fifter
(IV) Aerated
(va) Stabilization
Vx) Single in" system for oonibk*d carbonamous rerneval of BOO and nitrogenous removal by
nbrification(sea delb-Olo"No. 12)(Poinlwfor this hem have to bemaddition to Um
(5)(affl ':"»"m»(eXmX*«�
utillZing it-* soded aeration process (mies dmlrdtion No.3a>
utilizing other than the extended aeration proca&iL.-.---
Nutdorri additions to enhance BOD
(XI) ftlogical Culture (Super
(b)
Nitrogenous Stage
(1) �m
Diffused Air
Separate Skidge
(11) Trickllrq nu*~mwo
wxwndm,* wm,w-_____--____-_-_'_--__-_'_-�'~_______-_________�
pmokewT*~wx-__________--.-..-'-.___'-_______---'--_--.-.�
Biological Fiftor or Aerated Ellpmglcmo
(IV) Rotating Biological 0
Recirculating
(o) TERTIARY onADVANCED nREwT»IFNTswlVpROCmmomo
(m)
Activated Carbon me&'
without carbon
(u)
Powdered m,Granular Act*utemcarbon rwwd-
,wmomcarb*oromw"w°mw�_��~�~__________�''_'_____-.____-__---�
with carbon w
(h)
L&W Application of Treated Effluent (see definiVon No. 22b) (rot applicable for aar4 gravel. None
and other 91milar mlnhV operations) by high rate
�»
Phosphorous Removal bymwlog/calProcess" (See deflMion No. 26) on
(k)
pwowwmn Ponds ^without
Whh��w�_~______�___-__�____—�---_�

(1)
Post Aeration - cascade ....................». „ .......... „... ............................................. ............ 0
diffusedor mechwdcaL—...».......... _......,........ ....... »...... ..... ........................................... 2
{m)
Reverse Osmosis.. ..........».... ..............................................5
(n)
Sand or Mixed -Media Mars rat♦._. .„ .. _.. �.------------- ...... „......... „... 2
highrate ......»................ ......................... I .............. 5
(0)
Treatment processes for removal of metal or cyanide............. » » ..... ... »........................ ......... i s
(P)
treatment proms" for removal of toxic matedals other than metal or Cyanide„__.......... ---------------- 15
(7)
SLUDGE
TREATIMENT
(a)
Sludge Digestion Tank - Heated (anaerobic)_ »_ »»...._....... „..............10
Aembic.................... ...... ........... » . » ...» ..» ......... »...._.. . ». . »......... ...............5
Unheated (anaerobic) . ... » . _ ...«.. ....»..». ......„....»..».. .. .......»..................3
(b)
Sludge Stabilization (d'emical or thermal). „..» .............................. ...................... ...„.»...................... 5
(c)
Sludge Drying Beds - i3ravtty.......»...»».».»..».......».....»......... „...»._»..»......» . »»..... »............2
Vacuum Assistad.»».»...................»„.............. ................. .... ......................... .».... ................ .............. 5
(d)
Sludge Etuutatlon_......».........»..... ............ ................ ............... ........................... 5
(e)
Sludge Conditioner (chemical or _...»......»»......._..... »................ ......_.........5
(f )
Sludge Thickener {gravity)__..„ ... » ...................................................................................3
Ig)
Dissolved Air flotation Unit )not applicable to a unit rated as(3)(1))»..... .... ... ..... ».....................................8
(h)
Sludge Gas Utilization (Including gas storage)..„ _.. ...............--- _.... ----------_-----_2
(1)
Sludge Holding - Aerated»....... ................5
Non -aerated ................ . _.................................... »............ ..................... ... ........ ..... .............. .
{))
Sludge Incinerator (not Including activated carbon regeneroion)................................»..»„............. ....... 0
(k)
Vacuum Fier. Cemrifugs. or Filer Press or otter similar dewawring devices..___„_„„„.„„„. _ „._ „„ ...10
(a)
RESIDUALS UTILIZATKYWDISPOSAL (including incinerated ash)
(a)
(b)
Lagoons .......... ... ...»............ .......................................... »....................»..........„»............................p
Lard Application (surlace and subsurface) (see definition 22a)
by contracting to a land application operator or landlidl operator who holds the land application permit
orlandfill permit ......... ................................................. .......................... ........ ...... ......... ......................
{c)
Dedicated Landfitl(buriaq by the pertNttes of the wastewater treatment fac9fty.................................
(9)
DWECTION
(a)
Chbrinatton»............_».......»..........................................._..........»_............................................».._......5
(b)
(c )
Ozonte..... » ..»....».» ....... „...» .»..» .»._ . » „. »......».»....» » .»�...».........».... » » . 3
(d)
Radiation ................. ...................... .» ..... ....... » ...».. ... ....»...»......»..... _ ».»„. » » » » . 5
(10)
CHEMICAL ADDITION SYSTEM(S) ( see definition No. 9) (rot applicable to chemical additions rated as Item (3)0).
(5)(1)(A).
(6)(a). (6)(b). (7)(b). (7)(e). (9a). (9)(b) Or (9)(c) 5 points each,
Litt
. » . ».. »„ » »......... .................... .................................. ............ ..5
»..»... .............
�__ .. .. » .»„»»...» „„„.�»»»»»..».. »....» .».....»»..»»» ..»».... ...........5
(1 1)
L9SCGU.MEC3 U?JTSPROCESSES
(a)
Holding Ponds, Holding Tanks or Settling Ponds for Organic or Toxic Materials Including wastes from mining
operations containing nitrogen or phosphorus compounds In amounts significantly, greater than is common
for domestic wastewater., ................„............„.»....„................„..».................................A
(b)
Effluem Flow Equaltzatbn (rot applicable to storage basins with an Inhererrt In tend application syatmrs} _�
(c)
Stage Discharge (not applicable to storage basins Inherert In land application systems)..
(d)
Pumps.. .». .............. ». .». »........».„ ...». .»...»»... ».»» ». „ .. S3�
(e)
Stand -By Power Supply.. ...........................
(1)
Thermal Polmlon Control Device.... »». . _....._.._»�_...._......».».».. .» » .... 3
TOTAL POtf�iTS.......»......„.............:.......................................... '
CLASSFiCATION
...--------.----»--------------- Points
mert_ _..... .»................................. ....» . »„....„. .- ...........26-50 Points
....... .......... .........-_..................»......„.„..„»»».......».. .„........5t-65 Points
Clas N.............. ...»..........................................» . ....» ...... _...».__ BB lJp Points
Facilities having a rating of one through four points. Inclusive, do not require a certified operator.
— aciiitles having an activaed sludge process will be assigned a minimum classIfIcation of Cress IL
Faculties having treatment processes for the removal of metal or cyanide will be assigned a minimum classification of Crass IL
Facilities having treatment processes for the biological removal of phosphorus will be assigned a minimum classification of Class Ire.
D004 DEFiNITKYJS
The following definitions shall apply throughout this Subchapter.
(1) Activated Carbon Bads. A physicallchemical method for reducing soluble orpartk material from wastewater effluent; The column -type beds used In this
method will have a flow rate varying from two to eight gallons per minute per square foot and may be either upflow or downttow carbon beds. Carbon may or
may not be regonarated an the wastewater trtatrrent plant the;
(2) Aerated Lagoons_ A basin In which all solids are maintained In suspension and by which biological oxidation or organic matter Is reduced through artificially
accelerated transfer of oxygen an a flaw -through basis;
(3) Aeration. A process of bringing about Intimate contact between air ar high purity oxygen in a liquid by spraying, agitation or dI fuslonl3a) Exended
Aeration. An activated sludge process utilizing a minimum hydraulic delention lima of 18 hours.
(4) Agrituhuratty managed Lie. Any at an which a crop Is produced, managed. and harvested (Crop includes grasses, grains, trees, ate.);
(5) Air Strlf ping- A process by which the ammonium ion Is first convened to dissolved ammonia (pH adjustment) with It* ammonia then released to the
atmosphere by physical means; or other similar processes which remove petroleum products such as benzene, toluene, and xylem;
(6) Carron Regeneration. The regeneration of exhausted carbon by the use of a lumace to provide extremely high temperatures which volatRizs and oxidize it*
absoibsd impurities;
(7) Carbonaceous Stage. A stnnge of wastewater treatment designed to achieve'secondary* effluent "s;
(8) Centrifuge. A mechankaf devioa In which centrifugal force Is used to separate solids from Moulds or to separate liquids of different deruNss;
(9) Chemical Addition Systems- The addition of chemical(s) to wastewater al an application point for purposes of improving Solids removal, pH;djustmenn,
alkalinity control, etc.; the capability to experiment wlth dltftront chemicals and dMeremt applicatlon points to achlevs a specific result will be considered one
system; the capability to add chemical(s) to dual units will be rated as one system; capability to add a chemical at a different application points for dmererd
purposes will result In the systems being rated as separate systems;
(10) Chemical Sludge Conditioning. The addition of a chemical compound such as lime, ferric chlorlde, or a polymer to wet sludge to coalesce the mass prior to
Its appiicatbn to a dewalmIng devbe;
(11) Closed Cycle Systems. Use of tolling ponds or holding tanks for containmrem of wastewater containing Inorganic, non -toxic materials from sand, graval.
crushed stare or other similar operabns. Such systems chat carry a maximum at two points regardless of pumping faciidlee or any other appurtenances;
(12) Combined Removal of Carboneceoue BOO and Nitrogenous Removal by Nltdficatlon- A single stage system required to a::.:.. iuvm44 e+iruers ii[ruu an 6C?D
and ammonia nftracen within the same blolookal maenr_

I 1 1W 1 7,J� � \�\\'l. '} � /�, '• I`II, .�_f•'�, ,>• ,I— �.ai •• ��'��t"j�� ���'�;+���] �;;
IN
i LL S r I �J 1, � � :, � l i• ��� l i
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State of North Carolina
j Department of Environment,
Health and Natural Resources
f` Division of Water Quality
James B. Hunt, Jr.,
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
F.J. Faison, Jr., President
Carroll's Foods, Inc.
PO Box 856
Warsaw, NC 28398
Dear Mr. Faison:
kT.w
[D E H N F=1
August 14, 1997 RECEIVED
A U G � U 1997
FAYETTEVILLE
REG. 0F=FlCE
Subject: Permit No. AWI820465
Carroll's Food, Inc.
Farm #2539
Wastewater Spray Irrigation
Sampson County
In accordance with your application received May 6, 1997, we are forwarding herewith Permit No.
AWI820465, dated August 14, 1997, to Carroll's Food, Inc. authorizing the operation of an animal waste
collection, treatment, storage and land application system in accordance with this permit.
This permit shall be effective from the date of issuance until August 31, 2002, and shall be subject
to the conditions and limitations as specified therein_ Please pay particular attention to the monitoring
requirements in this permit. Failure to establish an adequate system for collecting and maintaining the
required operational information will result in future compliance problems. Any increase in flow or
increase in stocked animals above the listed values in this permit will require a modification to this permit
and shall be completed prior to actual increase in either flow or number of animals.
Please pay attention to Condition VI (15), which states that the permittee, within 60 days of permit
issuance, must submit a management plan for removal and disposal of residuals from the existing lagoon.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150E of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
P.O. Box 29535, Raleigh, North Carolina 27626-05M Telephone [phone]oa3 FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled)10% post -consumer paper

One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Michael T. Lewandowski at [phone] extension
362.
MA
n�cerely,
A. Freston H ar , Jr., P.
Sampson County Health Department
Krish Sridhar, P.E.; National Environmental Technologies, Inc.
Fayetteville Regional Office, Water Quality Section
Fayetteville Regional Office, Groundwater Section
Bob Cheek, Groundwater Section, Central Office
Training and Certification Unit
Facilities Assessment Unit

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
ANIMAL WASTE OPERATION PERMIT
In accordance with the provisions of Article 2I of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
CarrolI's Food, Inc.
Sampson County
FOR THE
construction and continued operation of a 30,000 GPD spray irrigation treatment and disposal facility
consisting of a 85,614 ft3 nitrification/denitrification pond, a 2,546,719 ft3 lagoon(existing), 50 acres of
available sprayfield and all other pumps, pipes, and appurtenances to serve 1000 sows (farrow to finish),
with no discharge of wastes to the surface waters, pursuant to the application received May 6, 1997, and
in conformity with the project plan, specifications, and other supporting data subsequently filed and
approved by the Department of Environment, Health and Natural Resources and considered a part of this
permit. The nitrification/denitrification pond will be used only to treat the waste from the 9 finishing
houses with all residuals and wastewater generated from the nitrification/denitrification pond being stored
in the existing lagoon.
This permit shall be effective from the date of issuance until August 31, 2002, and shall be subject
to the following specified conditions and limitations:
I. PERFORMANCE STANDARDS
The animal waste collection, treatment, storage and transmission system permitted under
this permit shall be effectively maintained and operated as a non -discharge system to
prevent the discharge of pollutants to surface waters, wetlands, or ditches_ If Carroll's
Food, Inc. is in compliance and unintentionally discharges as a result of a storm event
greater than the 25 year, 24 hour storm, the facility will not be considered in violation of
this permit.
2. A copy of this permit, certification forms, and lessee and landowner agreements shall be
maintained at the farm where animal waste management activities are being conducted for
the life of this permit. These documents shall be kept in good condition and records shall
be maintained in an orderly fashion.
3. For all new and expanding operations, no collection or storage facilities may be constructed
which could be inundated by a 100 year flood. In addition to protection from inundation,
the facility shall be designed in order to minimize potential harm to or within the floodplain.

4. Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting materials. Mail the Certification to the Water Quality
Permits and Engineering Unit, P.O. Box 29535, Raleigh, NC 27626-0535.
5. The Fayetteville Regional Office, telephone number [phone], shall be notified at
least forty-eight (48) hours in advance of operation of the installed facilities so that an in -
place inspection can be made. Such notification to the regional supervisor shall be made
during the normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday,
excluding State Holidays.
6. The spray irrigation facilities shall be effectively maintained and operated at all times so that
there is no discharge to the surface waters, nor any contamination of ground waters which
will render them unsatisfactory for normal use. In the event that the facilities fail to
perform satisfactorily, including the creation of nuisance conditions or failure of the
irrigation area to adequately assimilate the wastewater, the Permittee shall take immediate
corrective actions including those actions that may be required by the Division of Water
Quality, such as the construction of additional or replacement wastewater treatment and
disposal facilities.
7. The following buffers shall be maintained:
a) 400 feet between wetted area and any residence or places of public assembly under
separate ownership,
b) 50 feet between wetted area and property lines,
c) 100 feet between wetted area and wells,
d) 100 feet between wetted area and drain ageways or surface water bodies,
e) 50 feet between wetted area and public right of ways,
f) 100 feet between wastewater treatment units and wells, and
g) 25 feet between wastewater treatment units and property lines.
II. OPERATION AND MAINTENANCE REQUIREMENTS
1. The collection, treatment, and storage facilities, and land application equipment and sites
shall be properly maintained and operated at all times.
2. A suitable vegetative cover shall be maintained on all land application sites and buffers in
accordance with the permit.
3. The following are approved sites for animal waste application (see attached map(s)):
Application Area [acres]
Field No. Owner/Lessee xcludin buffers
1 * Carroll's Foods, .Inc. 6
2* 13
3* 21
4* 0
Total: 50
*Fields planted with Bermudagrass and overseeded with small grain
4. An acceptable pH of the soil shall be maintained on all land application sites to insure
optimum yield for the crop(s) being grown.

5. The Plant Available Nitrogen application rates for berrnudagra.ss and small -grain hay (50
lbs of N/ton) and hydraulic loading rates (0.35 in/hr and 21 in/yr) shall not be exceeded.
6. AppIication of animal waste onto land:
a. which is used to grow food or fiber crops for direct human consumption that does
undergo further processing shall not occur within 30 days of the harvesting.
b. which is used to grow food or fiber crops for direct human consumption (e.g.,
strawberries, melons, lettuce, cabbage, apples, etc.) that does not undergo further
processing shall occur preplant , but not during the growing season, or in the case of
fruit bearing trees, shall only be applied prior to breaking dormancy.
7. Application of animal waste onto land which is conventionally tilled and with no actively
growing cover crop (bare soil) shall be incorporated into the soil within two (2) days after
application. This does not include fields that utilize conservation tillage practices.
8. Domestic and/or industrial wastewater from showers, toilets, sinks, etc. shall not be
discharged into the animal waste collection, treatment, storage and transmission system.
Washdown of stock trailers, owned by and used to transport animals from this farm only,
will be peff issible as long as system design accommodates the additional flow and as long
as only those detergents and disinfectants are utilized which are labeled by the manufacturer
as readily biodegradable.
9. Disposal of dead animals shall be done in accordance with the North Carolina Department
of Agriculture (NCDA) Veterinary Division's regulations.
10. Grazing animals on an application site shall be controlled in accordance with Natural
Resources Conservation Service (NRCS) Standards.
11. All uncontaminated stormwater runoff from the surrounding property and buildings shall
be diverted away from the animal waste lagoons and storage ponds to prevent any
unnecessary addition to the liquid volume in the structures.
12. A protective vegetative cover shall be established on all disturbed areas (lagoon
embankments, berms, pipe runs, erosion control areas, etc.) Emerging vegetation such as
trees, shrubs, and other woody species shall not be allowed to grow on the lagoon dikes or
sideslopes. Lagoon areas should be kept mowed and accessible.
13. Disposal of the sludge shall be in accordance with General Statute 143-215.1 and in a
manner approved by the North Carolina Division of Water Quality. When removal of
sludge from the waste treatment unit is necessary, provisions must be taken to prevent
damage to waste treatment unit. The distribution or marketing of residuals from an animal
waste operation will require coverage under a separate permit.
14. Solid materials including, but not limited to, bottles, light bulbs, gloves, syringes or any
other solid waste from the animal waste operation shall be prevented from entering the
treatmentlstorage lagoon and shall be disposed of properly.
15. The facility must have at all times (a) adequate animal waste application and handling
equipment on site, (b) a lease for the use of the necessary equipment, (c) a contract with a
third party applicator capable of providing adequate waste application, or (d) a contract for
the purchase of the equipment. In all cases, the equipment and any contractor must be
capable of land applying the waste on the sites specified in this permit in compliance with
both the agronomic and hydraulic loading rates for the sites.
16. No traffic or equipment shall be allowed on the disposal area except while installation
occurs or while normal maintenance is being performed.

M.
17. The accumulation of sludge shall not decrease the existing lagoon's treatment volume,
storage volume, or freeboard.
MONITORING AND REPORTING REQUIREMENTS
Adequate records shall be maintained by the
disposed. These records shall include, but
information:
a. date of irrigation,
b. volume of wastewater ii-iigated, -
c. field irrigated,
d. length of time field is irrigated.
Permittee tracking the amount of wastewater
are not necessarily limited to, the following
2. Waste collection, treatment, storage and transmission structures (i.e. piping, pumps, reels,
etc.), under the control of the owner/operator shall be inspected weekly. Lagoon berms,
storage ponds, and structures should be inspected for evidence of erosion, leakage, animal
damage or discharge. A written chronological record of maintenance and repairs shall be
maintained on the farm and be made readily available during a scheduled inspection of the
farm. These records shall also be made available at the request of the Division_
3. If not already installed at this facility, a level gauge shall be installed within 60 days of
issuance of this permit to monitor waste levels. This gauge shall have readily visible
permanent markings indicating the maximum lagoon levels at which pump -out must begin,
end of pump -out, and freeboard elevations. Where storage ponds are utilized, only a gauge
with visible permanent markings indicating the pump -out begin and freeboard elevations
need be installed. Caution must be taken not to damage the integrity of the liner when
installing the gauge. Waste lagoon and storage pond levels shall be recorded weekly.
4. A representative Standard Soil Fertility Analysis shall be conducted annually on each
application site receiving animal waste. The results of these tests shall be maintained on file
by the Perr&tee for a minimum of three years and shall be made available to the DWQ
upon request.
5. An analysis of the liquid animal waste from the lagoon shall be conducted initially _after
issuance of the permit and thereafter as close to the time of each waste application as
practical. This test shall be conducted as close to the time of application as practical and at
least within 60 days (before or after) of the date of application. This analysis shall include
the following parameters:
Nitrogen Zinc
Phosphorous Copper
6. The sludge depth in the existing lagoon shall be measured on a quarterly basis. The sample
shall be taken from a location in the lagoon that is representative of the entire lagoon.
Samples shall be taken on or before the last day of January, April, July, and October.
7. Proper records, including maintenance, repair and irrigation records, shall be maintained on
site and in chronological and legible form for a minimum of three years by the Permittee.
S. Yield records of crops grown in accordance with condition H (3) of this permit shall be
maintained on site and in chronological and legible form for a minimum of three years by
the Permittee.
9. Regional Notification:

The Permittee shall report by telephone to the Fayetteville Regional Office, telephone
number [phone], as soon as possible, but in no case more than 24 hours following
first knowledge of the occurrence of any of the following events;
a. Failure of any component of the animal waste collection, treatment, storage and land
application system resulting in a discharge to surface waters.
b. Any failure of the animal waste treatment and disposal program that renders the facility
incapable of adequately receiving, treating or storing the animal waste and/or sludge.
c. Spillage or discharge from a vehicle or piping system transporting animal waste or
sludge to the application sites which results in, or may result in, a discharge to surface
waters.
d. Any deterioration or leak in a lagoon system or storage pond that poses an immediate
threat to the environment.
e. Failure to maintain adequate storage capacity in a lagoon or storage pond that poses an
immediate threat to public health or the environment.
f. Overspraying animal waste either in excess of the hydraulic limits of the soil or where
runoff enters waters of the State.
9. Any discharge that bypasses a lagoon system or storage pond.
For any emergency which requires immediate reporting after normal
business hours, please contact the Division of Emergency Management at
1-800-858-0368.
The permittee shall also file a written report of the occurrence in letter form within 5 days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to be taken to correct the problem and to ensure that the problem does not recur.
I V . GROUNDWATER REQUIREMENTS
1, The Groundwater Compliance Boundary for the disposal system constructed after
December 31, 1983, is established at either (1) 250 feet from the waste structures and from
the waste disposal area, or (2) 50 feet within the property boundary, whichever is closest to
the waste structures and the waste disposal area. If this facility was constructed prior to
December 31, 1983, the Compliance Boundary is established at either (1) 500 feet from
the waste disposal area, or (2) at the property boundary, whichever is closest to the waste
disposal area. An exceedance of Groundwater Quality Standards at or beyond the
Compliance Boundary is subject to immediate remediation action in addition to the penalty
provisions applicable under the North Carolina General Statutes.
2. Any groundwater quality monitoring, as deemed necessary by the Division, shall be
provided.
V . INSPECTIONS
1 _ The Permittee or his designee shall inspect the wastewater treatment .and.disposal facilities
to prevent malfunctions and deterioration, operator errors and discharges which may cause
or lead to the release of wastes to the environment, a threat to human health, or a nuisance.
The Permittee shall keep an inspection log or summary including at least the date and time
of inspection, observations made, and any maintenance, repairs, or corrective actions taken
by the Permittee. This log of inspections shall be maintained by the Permittee for a period
of three years from the date of the inspection and shall be made available upon request to
the Division of Water Quality or other permitting authority.
2. Any duly authorized officer, employee, or representative of the Division of Water Quality
may, upon presentation of credentials, enter and inspect any property, premises or place on
or related to the disposal site or facility at any reasonable time for the purpose of
determining compliance with this permit, may inspect or copy any records that must be
maintained under the terms and conditions of this permit, and may obtain samples of
groundwater, surface water, or leachate.

V I. GENERAL CONDITIONS
The issuance of this permit shall not relieve the Permittee of the responsibility for damages
to surface waters or ground waters resulting from the operation of this program.
2. The Permittee shall designate and employ a certified animal waste management system
operator to be in charge (OIC) of the animal waste management system. No animal waste
management system shall be operated unless supervised by the OIC.
-3: - The -operating -level of -lagoons -and other uncovered waste containment structures must not
exceed the level that provides adequate storage to contairrat a minimum a 25--year, 24 hour_
storm event, chronic rainfall, plus an additional 1 foot of freeboard.
4. Upon reasonable cause to believe that any activities conducted pursuant to this pemait may
cause or contribute any waste, directly or indirectly, to be intermixed with the waters of the
State, the DWQ may require any monitoring (including but not limited to groundwater,
surface water, sludge, soil and plant tissue) necessary to determine the source, quantity,
quality, and effect of such waste upon the waters of the State. Such monitoring, including
its scope, frequency, duration and any sampling, testing, and reporting systems, shall meet
all applicable Commission requirements. "Reasonable Cause" may be based on the
findings of a related Federal, State, Commission or DEHNR authorized study or report, or
on showing that violations of State water quality or other applicable environmental
standards have occurred or may occur.
5. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division of Water Quality in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C.
6. The issuance of this permit does not excuse the Permittee from the obligation to comply
with all applicable statutes, rules, regulations, or ordinances (local, state, and federal).
7. if animal production at the facility is to be suspended or terminated, the owner is
responsible for developing, implementing and completing a "closure plan" which will
eliminate the possibility of an illegal discharge, pollution, erosion, and the potential for
injury and shall be in accordance with NRCS lagoon closure standards in effect when the
closure plan is developed and implemented. Closure shall also include notifying the DWQ.
8. The annual permit fee shall be paid by the Permittee within thirty (30) days after being
billed by the Division. Failure to pay the fee accordingly constitutes grounds for revocation
of this permit.
9. Failure of the Permittee to maintain, in full force and effect, lessee and landowner
agreements which are required in the permit, shall constitute grounds for revocation of this
permit.
10. This permit shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other supporting
data.
11. This permit is effective only with respect to the mature and volume of wastes described in
this permit for Carroll's Foods, Inc.'s Farm #2539.
12. This permit is not automatically transferable. In the event there is a desire for the facilities
to change ownership, or there is a name change of the Permittee, a formal permit request
must be submitted to the Division of Water Quality accompanied by an application fee,
documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or may
not be approved.
6

13. A set of approved plans and specifications for the subject project must be retained by the
Permittee for the life of the project.
14. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its
extension. Upon receipt of the request, the Commission will review the adequacy of the
facilities described therein, and if warranted, will extend the permit for such period of time
and under such conditions and limitations as it may deem appropriate.
15. The Permittee, within 60 days of permit' issuance, must submit a management plan for
removal and disposal of residuals from the existing lagoon. This plan should include long-
term monitoring of sludge production from the nitrification/denitrification pond.
16. If the system fails to adequately treat the waste generated at this site, the permittee is
responsible for obtaining a Certified Waste Management Plan which meets NRCS
standards.
Permit issued this the 14th day of August, 1997
CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
\,--,A. Preston Howard, ]r., t , Dir r
Division of Water Quality
UBy Authority of the Environmental Management Commission
Permit Number AWI820465

Permit No. AW1820465
August 14, 1997
ENGINEER'S CERTIFICATION
1, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project,
Project 1Vame
Location
for the T
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of this permit, the approved plans and specifications, and other supporting materials.
Signature Registration No.
Date
8

n•ylight

OF W A rFR Michael F- Easley, Go%emor
Q William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
co 7
Alan W. Klimek, P. E., Director
0 �
Division of Water Quality
Carroll's Realty Partnership
Carrolls Farm #2539
PO Box 759
Rose Hill NC 28458
May 1, 2003
Subject: Certificate of Coverage No. AWS820465
Carrolls Farm #2539
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
Dear Carroll's Realty Partnership:
On April 28, 2003, the North Carolina General Assembly ratified Senate Bill 733 which directs the
Division of Water Quality (Division) to extend the expiration date of the Swine Waste Operation General -
Permit AWGI00000. Therefore, the General Permit has been re -issued by the Division to extend the
expiration date to October 1, 2004. During the period of this extension the Division will be working with
all interested parties on the development of anew version of the Non -Discharge General Permit.
In accordance with your application received on February 13, 2003 and in accordance with the directive
of Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to
CarroIl's Realty Partnership, authorizing the operation of the subject animal waste collection, treatment,
storage and land application system in accordance with General Permit AWG100000. The issuance of
this COC supercedes and terminates your previous COC Number AWS820465 which expired on April
30, 2003.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Carrolls Farm #2539, located in Sampson County, with an animal capacity of no
greater than an annual average of 1000 Farrow to Finish swine and the application to land as specified in
the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or
Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary,
they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a
rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until October 1, 2004. Pursuant to this COC, you
are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor, does issuance of a COC tote
under this hermit convey anv vrovertv rights in either real or personal 2royertv. s++��►►
t�l bENR
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Customer Service Center
An Equal Opportunity Action Employer
Internet httpJ/h2o.enr,state.nc.us/ndpu
Telephone [phone]oa3 Fax [phone]
Telephone [phone]
50% reaycled/10% post -consumer paper

Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per NRCS standards a 100 foot separation shall be maintained between water supply wells and any
lagoon or any wetted area of a spray field.
Please -be -advised -that any -violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COG or penalties in afcordance -with-NCGS--143
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or linutations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. 1f you need additional information concerning
this COC or the General Permit, please contact J R Joshi at [phone] ext. 363.
Sincerely,
U
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Water Quality Section
Sampson County Health Department
Sampson County Soil and Water Conservation District
Permit File AWS820465
NDPU Files

State of North Carolina
Department of Environment RECEIVED
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Carroll's Realty Partnership
Carrolls Farm #2539
PO Box 856
Warsaw NC 28398
Attn: Howard Hobson
Dear Howard Hobson:
J U V 6 2000
FAYETTEI/ILLS
REG. i3Fr-1CC
June 1, 2000
4i•
NCDENR
ENVIRONMENT AND NATURAL RESOURCES
Subject: Certificate of Coverage No. AWS820465
Carrolls Farm #2539
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
In accordance with your application received on September 13, 1999, we are forwarding this Certificate
of Coverage (COC) issued to Carroll's Realty Partnership, authorizing the operation of the subject
animal waste collection, treatment, storage and land application system in accordance with General
Permit AWG100000. This approval shall consist of the operation of this system including, but not
limited to, the management of animal waste from the Carrolls Farm ##2539, located in Sampson County,
with an animal capacity of no greater than 1000 Farrow to Finish and the application to land as specified
in the Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003 and shall hereby void Permit
No_ AW1820645 dated August 14, 1997. Pursuant to this COC, you are authorized and required to
operate the system in conformity with the conditions and limitations as specified in the General Permit,
the facility's CAWMP, and this COC, with no discharge of wastes to surface waters. An adequate
system for collecting and maintaining the required monitoring data and operational information must be
established for this farm. Any increase in waste production greater than the certified design capacity or
increase in number of stocked animals above the number authorized by this COC will require a
modification to the CAWMP and this COC and shall be completed prior to actual increase in either
wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This request
shall be made within 30 days of notification by the Division. .
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/1090 post -consumer paper

Certificate of Coverage AWS820465
Carrolls Farm #2539
Page 2
This COC is not automatically transferable. A name/ownership change application must be submitted to
the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply-for-an-individual..non-discharge-permit by contacting the engineer listed below for information on
this process. Unless such a request is made within 30 days, this COC shall be final and-bindirfg_- - -
The subject farm is located in the Fayetteville Regional Office. The Regional Office Water Quality Staff
may be reached at [phone]. If you need additional information concerning this COC or the
General Permit, please contact Sue Homewood at [phone] ext. 502.
Since ,
,A Kerr T. Stevens
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
�Fayetteville.Regional:Off ce,-Water-Quality=Section
Sampson County Soil and Water Conservation District
Permit File
NDPU Files

Animal Waste Management Plan Certification COPY
(Please type or print all information hat dots tot wuirc a signature)
E or New or Expanded (Please circle one) "Y"!L;RQU11 Y EC 4N
General Info -nation: - 177Y
Name of Fain 0AjUoLQs #=A gtA 253y Non �'eN o-L -
Owner(s) Name:�2A te,2ccLs p . Trc Phone No lon2 __3!L34,
Mailing Address: f?C- &y, &SE A, Vj .9S
Farm Location: County Farm is located in: _S4 &g_0- o kf
Four even Digit Hydrologic li nit: o 3 o 3 o o o 6 I/ oa / o Cw
Latitude and Longitude: _L � �-�' � 5 " 17� n /.Z ' ,S6 n ' Integrator: Cc MVA q t4 0- w A pa,,
Please attach a copy of a county road reap with location identified and describe below (Be specific:
road names, directions, milepost, etc.): 'Si ids cF s",') 1 ;30 i APP2c;r-t P+a-1 -F-t� - -
Cuss R�A:>�
Operation Description:
Type of Swine No of Animals Type of FouLrry No of.inimats
0 We a to Feeder OLayer
0 Feeder to Finish QPullets
(} Farrow to Wca,n
Q Farrow to Feeder
Barrow to Finish 1000 Other Type of Livestock:
Q Guts
Q Boars
Type of Cat:1e No of Anirnelr
QDairy
QBecf
Number nf.Artimals:
Fxpandig `Operrrrior� Only
Pre��totuTJestgn Capacxry f#ddrrinviul Design Capacity Tora1-Design Canadf I
Acreage Available for Application:_ I22 .4- Required Acreage: 11G
Number of LagoouslStorage Ponds: 2 Total Capacity: : 55_ T 3 Cubic Feet (0)
Are subsurface drains present on the farm: YES or � (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
Owner/hia.nager A;reement
I(we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and maintenance
procedures established in the approved animal waste management plan for the farm named above and will implement these procedures. I (we)
lcrrow that any expansion to the existing design capacity of the waste treatment and storage system or construction of ;tow facilities will require a
new ce »;&cation to be submined to the Division of Environmental Manage -tent be ore the new animals are stocked. I (ire) undcrsurd that there
must be no dischar,a of animal waste from the storage or application system to surface waters of the state either, directly through a .pan -made
conveyance or .`rom a storm event less severe than cite 25-vear, 3-hour storm and there must not be run-off from the application of animal
waste. I (we) understand :hat run_aff of pollutants from loungm- and 'heavy use areas :gust be rninimiazd using technical standards dc•felcped by
the Nauural Resources Conservation Service. the approved plan will be ilc d at the :are: and at the of ce of ;.he :ocai Sod and Nvatc:
Consc;-radon Distract. [ (we) i_tow that rnodiucation must be approved by a technical specialist and submitted to the Soil and Water Conservation
Distr ct pros to i rrle ne :cation. A change ifs land ownership requires Amac . notification to DENT ors new czntification (ii the approved pion is
changt,') yithin 50 days of a title transfer_
Name of l
Signature:
Name dT1
Signature:
Owner: (. '1\(�_ktU.�, VZAA 4 -PAkigt-
tiger (if different from owner):
Date: 9 9ffi
Date:
AWC -- August 1, 1997

Muephy-Brown, LLC 07/10/2002 P.O. Box 856
Warsaw, NC 28398
Grower(s):
Farm Name:
NUTRIENT UTILIZATION PLAN
Carroll's Foods, Inc.
2539
Court Sam son
Farm Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish 1000
Wean to Feeder
Feeder to Finish
Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
>180 days
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of-siji15ce water and groundwater. Tile plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied_
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8
B00119220319

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crap type. time must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, W, tons, etc.):'
Capacity Type Waste Produced per Animal Total
Farrow to Wean
3212 gaVyr
gal/yr
Farrow to Feeder
4015 gal/yr
gal/yr
1000
Farrow to Finish
10585 gales
10 585,Q0.0 __ggVy
gal/yr
Wean to Feeder
223 gal/yr
Feeder to Finish
986 gal/yr
gal/vr
Total 10,585,000 gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean
5.4 lbs/yr
Ibs/yr
Farrow to Feeder
6.5 Ibs/yr
Ibs/yr
1000
Farrow to Finish
26 Ibs/yr
26,000 lbs/yr
Wean to Feeder
0.48 Ibs/yr
Ibs/yr
Feeder to Finish
2.3 Ibs/yr
Ibs/yr
Total 26,000 lbs/yr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 138.3
Total N Required 1st Year: 36554.5
Total N Required 2nd Year: 0
Average Annual Nitrogen Requirement of Crops: 36,554.50
Total Nitrogen Produced by Farm: 26,000.00
Nitrogen Balance for Crops: (10,554.50)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2 of 8
B00119220320

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or out to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
Crop
Lbs N utilized / unit yield
A
Barley
1.6 Ibs N I bushel
B
Hybrid Bermudagrass - Grazed
50 Ibs N 1 ton
C
Hybrid Bermudagrass - Hay
50 lbs N I ton
D
Com - Grain
125 Ibs N / bushel
E
Com - Silage
12 Ibs N I ton
F
Cotton
0.12 Ibs N 1 Ibs lint
G
Fescue - Grazed
50 Ibs N 1 ton
H
Fescue - Hay
50 Ibs N I ton
I
Oats
1.3 Ibs N I bushel
J
Rye
2.4 Ibs N 1 bushel
K
Small Grain - Grazed
50 Ibs N 1 acre
L
Small Grain - Hay
50 Ibs N / acre
M
Grain Sorghum
2.5 Ibs N / cwt
N
Wheat
2.4 Ibs N / bushel
O
Soybean
4.0 Ibs N / bushel
P
pine Trees
40 Ibs N / acre / yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables_
See attached map showing the fields to be used for the utilization of animal waste.
4 of B
B00119220322

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PAN/animal Farm TotaUyr
Farrow to Wean 0.84
Farrow to Feeder 1
1000 Farrow to Finish 4.1 4100
Wean to Feeder 0.072
Feeder to Finish 0.36
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 4100 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 20500 pounds of plant
availabl"itrogen-to.utilize.-Assuming-yo"pply-this-PAN-to-J-+yb;id-bermuda-grass-hayland-at the —
rate of 300 pounds of nitrogen per acre, you will need 68 acreas of land. If you apply the sludge
to com at a rate of 125 pounds per acre, you will need 164 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
'This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions_
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5of8
B00119220323

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
inlhr
' inches
9858
495
Goldsboro
V
0.4
1
9858
1 A,2 8 3
Norfolk
C
0.5
1
9858
1 B& 1 C
Or'burg
C
0.5
1
1 D-1 F
Wagram
C
0.6
1
F"IMIS
6 of 8 B00119220324

Additional Comments:
The crop code V designates summer truck crops.
All applications on these crops will be pre -plant.
7 of 8
800119220325

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: 2539
Owner: Carroll's Foods, Inc.
Manager:
OwnertManager Agreement:
l/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. Itwe know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
o-land-apply-the-animal-waste-descfibed-in-this-nutrient-management-pler. T-his•equipment—
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the fans office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Carroll's Foods, Inc.
Signature: ,,,� .• �cc �� —
Date
Name of Manager (if different from owner): Azzy„/Uo/Ch
Signature:
Date
Name of Technical Specialist:
Dawn Williamson
Affiliation:
Murphy -Brown, LLC.
Address:
2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone:
[phone]
Signature:
k-A,_YK-
-Id-UZ
Date
8 of 8 B00119220326

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when here is'a—change in the operation, increase in the number of animals, method of
application, recievinq crop type, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based upon soil type, available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict the rate of applications for
other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field (See
USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order to control odor and flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
1 of 3 B00119220327

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste/nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to take up released nutrients.
Waste shall not be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and canal. Animal waste, other than swine waste from facilities sited on or after October 1,
1995, shall not be applied closer than 25 feet to perennial waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those owned
by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted cropland
provided the fields have been approved as a land application site by a "technical
specialist". Animal waste shall not be applied on grassed waterways that discharge
directly into water courses, and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
20#3
1300119220328

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied pre -plant with no further applications of animal
waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
nutrient, unless other restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in
the soil shall be monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum crop
production. Soil and waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for a minimum of five
years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
3 of 3 B00119220329

i ecnnical< 3pecianst t.ertitication
1. As a technical specialist designated by the North Carolina Soil and Water Conservation Commussion pursuant
NCAC 6i .0005, I certify that the animal waste management system for the farm named above has an animal wavy
management plan that meets or exc—s standards and specifications of the Division of Environmental Management (DEM) as
specified in 15A NCAC 2H.02I7 and the USDA -Natural Resources Conservation Service (MRCS) and/or the North Carob=a
Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and I5A NCAC 6F .0001--0005. The ioilowing
elements are included in the plan as applicable. While each category desig*rat a technics! specialist who may sign mc;.
certification (SD, SI, WL'P, RC,I) the technical specialist should only certify parrs for which they are technically competent.
II. Certification of Design
A) Collection. Storacre, Treatment Sv tem
Crse :he appropriate box
( Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization requirements.
() New- etnanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection s•.stems, lagoons and ponds, have
been designed to meet or exceed the minimum standards and specifications -
Name of Technical Specialist (Please Print)
/yDlt/
� . f1f'CSrn I
Affiliation: 04 IZGLL
Date Work Completed: I p a'o
Address(Agency)
Phone No: q t Zq 3 -- 3 4-34-
Signature: �
Date: q/ 7% 99 1
B) Land Application Site (WUP)
The plan provides for minimum separation (buffers); adequate amount of land far waste utilization: chosen crop is
suitable for waste management; hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print):
W�Qt7 I 64_,2a5 0^4
Aifi.liation: �f,qR, .L.Cs F:2,00s, _27;lc
Date Work Completed:
Address (Agency): P. D. $� � UJA�W(
K.C. �S Phone No. � iG- :43.- 3434-
Signature: -��
Date: 7I `-f 9
C) Runoff Controls from Exterior Lots
Check the appropriare box
(► Facility without exterior lots (SD or WL]P or RC)
This facility does not contain any exterior lots.
{ j Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been rdesigneci in accordaac_
with technical standards developed by MRCS,
Name of Technical Specialist (Please Print):
Affiliation: C�4,e f-�ovs roc Date Work Completed: S
Address (Agency): t7. tu5� Phone No.:
U1 Sri Wl K 2S3g8 ci l C +34
Signature: Date: ci i 7 J�
AWC — Augvst t, 1997

n} Application and Handling Equipment
Check ,he .AApropriare bo-r
(vf"' Existing or expanding --acility with existinv •caste a ulication equipment (Wq:? or 1)
.- x. =l waste application equipment specified in the plan has been zither Feld c-alibrated or evaluated in accordance
with existing design charts and tables and is able to apply waste as necessary to accommodate the waste management
plan: (existing application equipment can cover the area required by the plan at rates not to exceed either the
specified hydraulic or nutrient loading rates, a schedule for tithing of application has been established: required buffers
can be maintained and calibration and adjustment guidance are contained as part of the plan).
{) New._exyanded. or -existing f26114V without szistinr waste anniication equiorttent for sarsv-irri Zt n (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan: (proposed application equipment can cover the area required by the plan at
rates not to exceed either the specified hydraulic or nutrient loading rates: a schedule for timing of applications has
been established; required buffers can be maintained; calibration and adjustment guidance are contained as part of the,
plan) .
Nesw,exoanded.or existing factitty without extstlne waste ypnitcation equipmenr for land snreadtng not usln2 sorav
itriba-tion. (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the plan at
rates not to exceed either the specified hydraulic or nutrient loadin* rates; a schedule for tinting of applicaions has
been established: required buffets can be maintained; calibration and adjustment guidance are. contained as part of the
plan).
Name of Technical Specialist (Please Print):
Affliation:G4� L� F a,r ,ncc.
Date Wor': Completed: % —
Address(Anency): ��56,W
W
C Phone No:
8 �/� -z43- 34_34
Signature:
Date-
E) Odor Control,_ Insect Control, Mortality Management and Emer-gency Action Plan ISD,SI,WUP,RC nr Il
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect Control
Checklist, a Mortaility Management Checklist and an Emergency Action Plan. Sources of boot odors and insects have
been evaluated with respect to this site and Best Management Practices to Minimize Odors and 3est Management
Practices to Control Insects have been selected and included in the waste management plan. Both the Mortality
Manangement Plan and the Emergency Action Plan are complete and -can be implemented by this facility.
Name of Technical Specialist (Please Print):
Aftiliation,2,Q,-,I,,S F'-'-
Date Work Completed: Z+
Address (Agency): P o2s3gSPhone
No.: q to a 3 3 - 34 3 4-
Signature:
Date:. R i T i 4 g
F) Written Nntice of Nee or Ex andina Swine Farm
The following signature block is only to be used for new or expanding swine tams that begin construction after June
21. 1996. If the facility was built before June2l. 1996, when was it constructed or last expanded iG 9—L `a . l(we)
certify that I(we) have attempted to contact by certified trail all adjoining property o%mers and all propery ori-ners
who own property located across a public road, street or highway from this new or expandin, ;wint- `arm. The notice
was in compliance with the requirements of NCGS 106-805. A copy or the notice and a list of the property G-Mers
notified iS 3ttac7ed-
Name of Land Owner:
I Signature: Daie:
Name of Manager (if different from owner):
Signature; Date: I
AWC — August 1, 1997

III. Certification of Installation
A) Collection Storage. Treatment Installation
Neweipanded or retrofitted facility (SI)
Animal waste storage and treatment structures such as but not limited to lagoons and ponds, have been installed in
accordancw with the approved plan to meet or exceed the minimum standards and specifications.
For existing facWU 'thout retrofits, no certification is necessary.
Name of Technical Specialist (Please Print): 1
i Affiliation: Date Work Completed: j
Address(Agency): Phone No.:
Signature: Date:
B) L;Lnd Application Site (WL"P)
Check the appropriate box
(� The cropping system is in place on aH land as specified in the animal waste management plan.
() Conditional :approval. all required land as specified in the plan is cleared for planting; the croppinng system as
specified in the waste utilization plan has not been established and the owner has committed to established the
vegetation as specified in the plan by (monthlday/year); the proposed cover crop is appropriate for
compliance with the waste utilization plan.
() Also check this box if appropriatc
if the cropping system as specified in the plan can not be established on newly cleared land within 30 days of
this certification, the owner has committed to establish an interim crop for erasion control;
Name of Techaical Specialist(Please Print):
Z
L • �c35o nt
Affiliation: C1�RQct mass, _,
Date Work Completed: " �v•s-�
�a
Address(Agency):a SC W.�1SAW, NC.1
Phone No.:glazc.3_ 3 43 4-
Signature:
Date:
-7 7
This following signature block is only to be used when the box for conditional approval in M.B above has been checked.
I (we) certify that I (we) have committed to establish the =pping system as specified in my (our) waste utilization plan, and if
appropriate to establish the interim crop for erosioc control, and will submit to DEM a verification of completion from a
Tecluzical Specialist within 15 calendar days following the data specifed in the conditional certification. I (we) realize that
failure to submit this verification is a violation of the waste management plan and will subject hue (us) to an enforcement action
from DEM.
Name of Land Owner:
Signature: Date:
Name of -'Manger (if different from owner):
Signature: Date: 1
AWC — August 1. 1997

C) Klinort Contrnls trom Exterior Lots (RQ
Facility with exterior lots
,Llethods to minimize the run off of pollutants from lounging and heavy use areas have been installed as specified in
the'plan. '
For faciIities�thout-exterior Iots. no certification is necessary.
Name of Technical Specialist (Please Print): N to
Affiliation: Date Work Completed:
Address(Agency): Phone No.:
Signature: Date:
D) Anplica.tion and Handling E4uipment Installation (WW or I)
Check :he appropriate block
( Animal waste application and handling equipment specified in the plan is on site and ready for use; calibration and
adjustment materials have been provided to the owners and are contained as part of the plan.
() Animal waste application and handling equipment specified in the plan has not been installed but the owner has
proposed leasing or third party application and has provided a signed contract; equipment specified in the contract
agrees with the requirements of the plan; required buffers can be maintained, calibration and adjustment guidance have
been provided to the owners and are contained as part of the plan.
{) Conditional approval: Animal waste application and handling equipment specified in the plan has be --a purchased
and will be on site and installed by (month/day/year); there is adequate storage to
hold the waste until the equipment is installed and until the waste can be land applied in accordance with cropping
system contained in the plan; and calibration and adjustment ,guidance have been provided to the owners and are
contained as cart of the nlan_
Name of Technical Specialist (Please Print):
.4,E.,W Azb L- . 44t� i3 J c:; 1,a
Affiliation: CA,Q2clL's � c,05 C.
Date Work Completed:
Ice 0
Address(Agency): p��� , Wiit� N -c.
�`34 £� Phone No.: c l o a43 --343 4-
Signature: . r 1 n
Date: cI 7? 4 9
i ne ronw4ing signature wocsc is oniv to be used when the box for conditional approval to IU 1) above has been checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as specified in my
(our) waste management plan and will submit to DEM a verification of delivery and installation from a Technical Specialist
within 15 calendar days following the date specified in the conditional certification. I (we) realize that failure to submit this
verification is a violation of the waste management plan and will subiect me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature: Date: i
Name of Nlanager(if different from owner):
Signature: Date:
E) Odor Control, Insect Control and 1vlormlity Vtana,2ement fSD.Sl.WURRC orI)
fethvd-5 to control odors and insects as specified in the Plan have been installed and are operationai. T:Ze mortal'::
management system as specified in the Plan has also been installed and is ooerational.
Nance of Technical Specialist (Please Print): I �1�SLM
Afr`lliation:C4R&a5 F �KC- Date Work -Completed: 4Jz¢ Iq7
Address (Agency) P ,, �5 �'� :839 $ Phone No.: q 1 o �93 - 43 4
Signature: �s � Date: c f Cf
AWC -- August 1, 1997 5

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FOR.1f MAY BE PHOTOCOPIED FOR USE AS AN 0RIGLV.-1L)
General Permit - Liquid Animal Waste Operations
This application is for new or expanding facilities only. The design portions of the
Animal Waste Management Plan (AV4NIP) certification form, Part II, must be included
with this application prior to the application being accepted as complete.
Application Date: _ 9 - 9 - 9 9
I. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
AMlicants initials
1. One completed and signed original and two copies of the application for General Permit -
Aainiai Waste operations; f
1'
2. Three copies of a general location reap indicating the location of the animal waste facilities and
field locations where anirnal waste is disposed;
3. Three copies of pages 1-3 of the Animal Waste Management Plan (AW -V) Certification Form,
including Part II (Certification of Design Items A-F). If the facility does not have Pan II of the
AW T,, completed, it must be completed prior to submittal of a general permit application for
animal waste operations-
4- Three copies of the Animal Waste Management Plan (AWNW) used for facility design_
II. GENERAL INFORMATION:
1. Fartu's name;, e.44?,oLL.s )AQAT .-A� 2 53 9
2. Print Land Owner's nan2e: L'ARRot/-s
3. Mailing address: /a. fox 956
City: 1(14R5,4w State. N. c 7jp_ �z 339-P
Telephone dumber: ( 9/a ) 293 34 3 4-
4. County where farm is located: 6A Mpfe N
5. Farm Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy
of a county road map with the location of the farm identified): TRAY-'e tv AEA - J4&M 4(Se.�_ off KC4o3
Ta sp 190 (, —ties L ,'nr t5-a,,--w) s!q /-%/ 9oR .4PAao . Z nr rc�s. _ Q04 ew cRPr:
6. Print Farm titanager's name (if different from Land Owper):
7. Lessee's I Intel ator's name (if applicable; please circle which type is listgd):
FORM: AWO-G-NE 3121f97 Page 1 of 3

III. OPERATION INFORMATION:
I . Fa..-m No.. S2 (county number): 465 (facility number).
2. Please complete the table below as it applies to your facility using the certified design capacity. The -No- of Artittials"
should be the maximum number for which the waste management structures were designed
1= of Swine No of AZmrrtslS T= gfgoujtZv Alo, of animals T,= of CardeCattle No of Anima1.c
0 We= to Feeder 0 Dyer 0 Dairy
0 Feeder to Finish 0 Non -Laver 0 Bi--f
0 Farrow to Weau (T sow) 0Turkey
0 Farrow to Feeder 0 sow)
0 Farrow to Finish (# sow) /OOo r
Other Type of Livestock on the farm: No. of Animals-,
3. Acreage cleared and available for application: J=. 4- ;Required Acreage (as listed in the AW 1P): t �� Q--
4. Number of Lagoons: 2 ;Total Capacity: 2,-ss7, 5 33 Cubic Feet (ft')
Number of Storage Ponds: ; Total Capacity: Cubic Fret {ftz)
5. Are subsurface drains present within 100' of any of the proposed application fields? YES or� (please circle one)
5. Are subsurface drains present in the vicitriry or under the proposed lagoon? YES or `�`J (please circle one)
7. Does this facility meet the siting requirements in Senate Bill 1217? (Swine Only) YES or (please circle one)
What was the date that this facility's swine houses and lagoon were sijed? _ 41 "Fgg
What was the date that this facility's land application areas was sited? ¢ /'S'
IV. APPLICANT'S CERTIFICATION
I, IA lk 0. 0 (� 5 k f✓ 1& 4,j - A klam tR 5 . ,a (Land Owner's name listed in question II_?), attest that
this application for � A&A_1)II' S r tA(Qv1A t� ag 3It _(Farm name listed in question 11.1)
has been reviewed by me and is accurate and complete to the best of my knowledge_ I understand that if all required parrs of this
application are not completed and that if all required supporting information and attachments are not included. this application package
will be returaed to me as incomplete.
Signature Date `
--�ws��•AC�.s
V . MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I, (Managers name listed in question 11.6), attest that this
application for (Farm name listed in question 11.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required pare of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned as incomplete.
Signature Date
THE COLIPLETED APPLICATION PACKAGE, TtiCLUT7lNG ALL SLtPPORTI`G LNTORMATIOL A-`-D MATERLALS.
SHOUD BE SENT TO THE FOLL.OATNG ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOY 29535
RALEIGH, NORTH CAROLINA 27626-0335
FORM: AN O-G-NE 3/21/97 Page 2 of 3

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a gray -brown.
The raccoon usually nests in a hollow tree,
preferably near water. Raccoons eat a wide
variety of foods, both plant and animal. They
feed on grain, fruits, insects, crayfish, frogs
and birds. The raccoon does not actually
wash its foods, as many people believe.
':•�1 �=T However, they often play with their food in
water if there is water nearby.
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Operator:AS-BUILT" FM2539 County: SAMPSON
Date:
09/07/99
Distance to nearest residence (other
than owner):
1500.0
feet
1. AVERAGE LIVE WEIGHT (ALW)
1000 sows (farrow to finish)
x 1417
lbs. =
1417000
lbs
0 sows (farrow to feeder)
x 522
lbs. =
0
lbs
0 head (finishing only)
x 135
lbs. =
0
lbs
0 sows (farrow to wean)
x 433
lbs. -
0
lbs
0 head (wean to feeder)
x 30
lbs. -
0
lbs
Describe other :
0
Total
Average Live Weight w
1417000
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME
OF LAGOON
Volume = 1417000 lbs. ALW x
Treatment Volume(CF)/lb.
ALW
Treatment Volume(CF)/lb. ALW
=
1 CF/lb. ALW
Volume = 1417000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 1011. Avr-RaCr-
Inside top width (feet)---------------------- 250
Top of dike elevation (feet)----------------- 48.0
Bottom of lagoon elevation (feet)------------ 34.8
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------- 2.5 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 1006.0 245.0 12.2
AREA OF TOP
LENGTH * WIDTH =
1006.0 245.0
AREA OF BOTTOM
LENGTH * WIDTH =
945.0 184.0
246470 (AREA OF TOP)
173880 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
975.5 214.5 836979 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6
246470.0 836979.0 173880.0 2.0
Total Designed Volume Available .= 2556569 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
1011.0 250.0 252750.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 252750.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 1417000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 2588387 gals. or 346041.0 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day *
Volume = 0.0 cubic feet
180 days storage/7.48 gallons
per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall - 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 147437.5 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 147437.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
346041
cubic
feet
55.
0
cubic
feet
5C.
147438
cubic
feet
5D.
147438
cubic
feet
TOTAL 640916 cubic feet
6. SUMMARY
Temporary storage period====================>
180
days
Rainfall in excess of evaporation===== =====>
7.0
inches
25 year -- 24 hour rainfall==================>
7.0
inches
Freeboard============_________=_______==_=_->
1.0
feet
Side slopes====--==--===--===--=========--==>
2.5
1
Inside top length===========================>
1011.0
feet
Inside top width============================>
250.0
feet
Top of dike elevation=======================>
48.0
feet
Bottom of lagoon elevation==================>
34.8
feet
Total required volume=======================>
2057916
cu. ft.
Actual design volume=====--=================>
2556569
cu. ft.
Seasonal high watertable elevation (SHWT)===>
0.0
feet
Stop pumping elev.===-__--------------------=>
44.2
feet
Must be > or = to the SHWT elev.==========>
0.0
feet
Must be > or = to min. req. treatment el.=>
40.8
feet
Required minimum treatment volume===========>
1417000
cu. ft.
Volume at stop pumping elevation============>
1890790
cu. ft.
Start pumping e1ev._________________________>
46.3
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
2409131
cu. ft.
Volume at start pumping elevation===========>
2385570
cu. ft.
Required volume to be pumped================>
493478
cu. ft.
Actual volume planned to be pumped==========>
494780
cu. ft.
Min. thickness of soil liner when required==>
1.9
feet
*v4.5 BuIL7'"
�/
7. _=� BY: p[r�as�� APPROVED BY:
DATE: 917199
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: Z�aPM wAs [ �t�T�?.J "�D PRlo a z/z� 6��00 Xai-ss.
ZALKiAf r71QOM /ftC:/SiErQEa S�J�P[!�rYd,QJ n/Otx��_ _

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 46.3 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 44.2 . This temporary
storage, less 25 yr-- 24 hr storm, contains 493478 cubic feet or
3691219 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthf ill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.9 ft.
------ -------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall'be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

Carroll's Foods, Inc.
Areas and Volumes Report September 07, 1999
FM2539 11:23 AM
Drawing: volume
Surfaces: Existing
Name Thickness Area Volume
(sq ft) (cu yd)
Areas of Interest
bottom 157073.04
inside top 245326,50
r-1 iD
+
Cat
L c c r� j C =, In z557) =5 -13
4-5-4) C=3�')
Page 1

!il��i! �I !i I �� JI i � "+-, � lj 1iili H"11
Ic!
i t !° I li I I ii ICI ! i ;I 1
IP
!i j� it I I[I I' � � i--�I�� i
E'. ,; 'si I i I jl I 1;'I�lii;j i+�ia� II +t��' ,�' ��; !j
4;1Iflll� I�lil?1 II�I� , ! II!Il�illiill� � �1li ill � II Ij II`'•

Daylight
Plot of all data for the surface:
Proposed
Project: PEROiE 3
Drawing: farm 39 col.
Number:
Location:
Bid Data:
Engineer:
Owner:
Estimator:
Prepared by: using Sitswork
.00
30

orientation: -*s.w
|
Inclination: 20.9
-o.w ````````,
0 .
-1a.o '
.^....
-14,e0:'�.``````__
Lower Left
Proposed
Minus
Existing
Project: 4"NoWNUM
Drawing: form 39 ual.
Bid Date:
Engineart
Prepared kiW: using 5itawark
30 Surface Difference

MEMORANDUM
TO: Anthony Srrnith
FROM: Stan Harts
DATE: May 19, 1997
SUBJECT: Carolls Foods Site EIevations
Following are the site elevations that Bob McCloud and I measured on 3/20/97. The measurements
were taken with a laser Ievel and are rounded to the nearest 0.1 foot (Bob said this was adequate)_
An arbitrary benchmark was established on the Northeast corner of the concrete loading chute pad `
{ assumed to be +100.00' MSL)
SE Comer of future lagoon -047�7-
96.1
NTT_ Corner of future lagoon
96.2
SW Corner of future lagoon
96.4
NW Corner of future lagoon
98.3
Ground Elevation of Well PZ-1
96.2
Top of Casing of Well PZ-1
98.2
Invert of discharge pipe near clean out
95.3
(where future lagoon pipe will "T" in)
Invert of discharge pipe into existing lagoon)
94.0
If you have a site map 1 will be glad to identify these points to expedite any submissions to the state.
Also you may want to pass these on to Bob at Carroll's . Thanks and let me know if I can help.

i
IF
NCDEH�ti 1t
.Tune 5, 1997
Page 2
• The pertinent elevations for Farm #2539 are as follows (see attachment):
swine house concrete pads: 100' (minimum)
nice/denite pond top elevation.: 96' (approximate)
cute/deriiie pond inlet: 94.5' (approximate invert of pipe)
rite/denite pond overflow: 95' (approximate invert of pipe)
existing lagoon discharge pipe: 94' (invert of pipe)
Note: All elevations are measurements above mean sea level.
• NET utilized previous experience and the United States Environmental Protection 46
Agency's Nitrogen Control Manual (see attachment) to establish design nitrification and
denitrification rates.
PIease do not hesitate to contact me at [phone] Est. 33, if you have any more questions
or comments regarding the permit application_
Very truly yours,
NATIONAL ENYIItON-INIEN-TAL TECILNOLOGIES, LNC.
Anthony D. Smith
Environmental Engineer
ADS/fp
Attachments
cc: Bob McLeod, Carroll's Foods, Inc (with attachments)
Philip Westerman, NCSU - BAE. Department (with attachments)

SOIL INVESTIGATION TO DETERIMINE SUITABILITY OF LAGOON SITE
Grower's Name
n) County
Date
3-11r
C1 7 State A)VI, -IL A c c.r c
SKETCH OF PROPOSED LAGOON SHOWING WHERE BORINGS WERE M4DE
t7
T�
Depth
Boring Number
Ft.
1
12
3
4
5
6
7
8
9 110
0-1
s
1-2
2-3
3-4
4-5
5-6
r
S C-
6-7
7-8
8-9
7-
9-10
10-11
I I - 12
12-131
--)C—
L
I
SHWT (Seasonal High Water Table)
Signature & Title
4—
Date

TYPES OF MATERIAL ENCOUNTERED IN BORING
UNIFIED CL4SSIFIC4TI01V
GW
Well graded gavels; gravel, sand mix
SC Clayey sands; sand --clay mixtures
GP
Poorly graded gravels
ML Silts, silty, very sands: sandy or clayey silt
GM
Silty gravels; gravel -sand -gilt mix
CL Clays of low to medium plasticity
GC
Clayey gravels. ravel -sand -clay mix
CH Inorganic clays of high plasticity
SW
Well graded sands. sand -gravel mix
MH Elastic silts
SP
poorly graded sands
OL Organic silts and silty clays, low plasticity
SM
Silty Sands
OH Organic clays, medium to high plasticity
1.
Suitable material for liner is available Yes No
Remarks:
2.
Explain hazards requiring special attention in design (seepage, spring, rock, etc.)
3.
General Remarks: The soil borings for this investigation represent only that particular confined area. If during
construction, different materials are encountered, necessary modifications wz1I be made in design. At the time of certifi-
cauon, the waste treatment lagoon must meet all MRCS standards and specifications including liners, side slopes,
compaction, capacity and outer requirements.
Depth
Boring Number
Ft.
11 112
l3
14
15
16
17
18
19
20
0-1
1-2
2-3
3-4
4-5
5-6
6-7
7-8
8-9
9-10
1a-11
11-12
12-13

REV. DATE I DESCRIPUC"
1 4/97 1 MODIFIED POND LOCATION & FLUSH HRS.
❑ = 800 GALLON FLUSH TANKS
(Flysh Cycie: 1 Flush/2 Hrs.)
NURSERY
E]0El❑IID
FARROWING
❑ GE57ATION
❑ BREEDING
TO
SPRAYII
FIELDS I �I
FINISHING
FINISHING
FINISHING
FINISHING
FINISHING
FINISHING
FINISHING
FINISHING
FINISHING
96
cc-
TO FLUSH
TANKS N
V�
,., L.J
a
ti 3
i sr-nnwi
CARROLL'S FOODS
FARM #2539
NITRIFICATION/DENITRIFICATION
q�,? POND (LINED)
PROJECT E"GE"EE.R CUEMT/Mir
a. SMITH CARROLL'S FOODS
DRWarsaw, North Carolina
j�ATIO�ial. E.WiRON36E�TAL ECH:loLOGt£5.L4c. K.FA.FAIRCLaTH �1�+^�
CHECKED FAIRIM #2 1 39 — SITE DIAGRAM
LATE SCGLE PQGJECT HO. SHT Il No. REV.
Wilmington, NC 6/Z1/96 1
NONE 375001 I P:\375\375--iPD1 1 1

1200 2400
lZ%
1B
1C
1D
1E
1F
2A
2B
2C
3A
33
5A
5B
5C
5D
5E
5E
S FARM 2539
# 82-465
ACRES
4.35
7.56
5.78
3.23
3.01
2.06
4.97
4.31
3.20
3.29
2.xo
20
20
20
8.0
5.5
5.0
PREPARED er:cs"n Fooa+, ft
OATr' =W i TWE:09'37 45AM PAGE:,

Page I
WASTE UTILIZATION PLAN
------------------------
Producer-----:CARROLL'S FOODS, INC. County: SAMPSON
Name of Farm- : FARM 333 2539
Location-------: PO BOX 856
WARSAW, NC 28398
Phone -------- :910 293-3434
Type Operation--------------: FAR -FINISH
Number of Animal-----------: 1000
Storage Structure----------: Anaerobic Lagoon
Method of application------: Irrigation
Amount of waste produced per year---------------: 19943 tons/year
Amount of plant available N (PAN) produced/year-: 26000 lbs./year
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the
crops in the fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting
nutrient. Waste should be analyzed before each application cycle.
Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementingyour waste
utilization plan in order to maximize the fertilizer value of the
waste and to ensure that it is applied in an environmentally safe
manner:
1. Always apply waste based on the needs of the crop to be grown
and the nutrient content of the waste. Do not apply more
nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
available water holding capacities.
3. Normally waste shall not be applied to land eroding at more
than 5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but less than
10 tons per acre per year providing that adequate filter
strips are established.
4. Do not apply waste on saturated soils, when it is raining, or
when the surface is frozen. Either of these conditions may
in runoff to the surface waters which is not allowed under DWQ
regulations.
5. Wind conditions should also be considered to avoild drift and
downwind odor problems.
6. To maximize the value of the nutrients for crop production and
to reduce the potential for pollution, the waste should be
applied to a growing crop or applied not more than 30 days
prior to planting a crop or forages breaking dormancy.
Injecting the waste or disking will conserve nutrients and
reduce odor problems.

Page 2
This plan is based on the waste application method shown above. If
you choose to change methods in the future, you need to revise
this plan. Nutrient levels for different application methods are
not the same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage
requirements should be based on the waste analysis report from
your waste management facility. In some cases you may want to have
plant analysis made, which could allow additional waste to be
applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content
and the crop type. Lime must be applied to maintain pH in the
optimum range for specific crop production.
This waste utilization plan, if carried out, meets the
requirements for compliance with 15A NCAC 2H .0217 adopted by the
Environmental Management commission.

Page 3
YOUR WASTE UTILIZATION PLAN
IS BASED ON THE FOLLOWING:
Tract
Field
Soil
Crop
Yield
Lbs. N
Lbs. N Month to
No.
Na.
Type
Code
/Acre
Unit
Acres
Used
Apply
7356
5
F
GOLDS.
Z
1
80.00
400
FEB-MAY
7356
5
F
GOLDS.
Y
1
80.00
5.0
400
NLY-OCT
7356
5
E
GOLDS.
Z
1
80.00
440
FEB-MAY
7356
5
E
GOLDS.
Y
1
80.00
5.5
440
JULY-OCT
7356
5
D
GOLDS.
Z
1
80.00
640
FEB--MAY
7356
5
D
GOLDS.
Y
1
80.00
8.0
640
jULy-OCT
9858
1
A
WAGR.
K
N/A
50.00
217.5
S-APRIL
9858
1
A
WAGRA.
C
5.5
50.00
4.4
1196.
MAR-OCT
9858
1
B
WAGRA.
K
N/A
50.00
378
S-APRIL
9858
1
B
WAGRA.
C
5.5
50.00
7.6
2079
MAR-OCT
9858
1
C
WAGRA.
K
N/A
50.00
289
S-APRIL
9858
1
C
WAGRA.
C
5.5
50.00
5.8
1589.
MAR-OCT
9858
1
D
ORANG.
K
N/A
50.00
161.5
S-APRIL
9858
1
D
ORANG.
C
6.3
50.00
3.2
1017.
MAR-OCT
9858
1
E
ORANG.
K
N/A
50.00
150.5
S-APRIL•
9858
1
E
ORANG.
C
6.3
50.00
3.0
948.1
MAR.-OCT
9858
1
F
ORANG.
K
N/A
50.00
103
S-APRIL
9858
1
F
ORANG.
C
6.3
50.00
2.1
648.9
MAR-OCT
9858
2
A
NORF.
K
N/A
50.00
248.5
S-APRIL
9858
2
A
NORF.
C
6.1
50.00
5.0
1515.
MAR-OCT
9858
2
B
NORF.
K
N/A
50.00
215.5
S-APRIL
9858
2
B
NORF.
C
6.1
50.00
4.3
1314.
MAR-OCT
9858
2
C
NORF.
K
N/A
50.00
160
S-APRIL
9858
2
C
NORF.
C
6.1
50.00
3.2
976
MAR-OCT
9858
3
A
NORF.
K
N/A
50.00
164.5
S-APRIL
9858
3
A
NORF.
C
6.1
50.00
3.3
1003.
MAR-OCT
9858
3
B
NORF.
-K
N/A
50.00
105
S-APRIL
9858
3
B
NORF.
C
6.1
50.00
2.1
640.5
MAR-OCT
7356
5
A
GOLDSB.
Z
1
80.00
1600FEB-MAY
7356
5
A
GOLDSB.
Y
1
80.00
20.0
1600JULY-OCT
7356
5
B
GOLDSB.
Z
1
80.00
160CFEB-MAY
7356
5
B
GOLDSB.
Y
1
80.00
20.0
1600JULY,flCT_
7356
5
C
GOLDSB.
Z
1
80.00
1600
FEB-',AA_Y
7356
5
C
GOLDSB.
Y
1
80.00
20.0
1600jULY-OCT
Total
122.4
27660
Available
Nitrogen (includes commercial)
26000
Surplus Or Deficit
-1660
Crop codes: Crop -unit
A=Barley-bu.
B=Bermudagrass(graze)-tons
C=Bermudagrass(hay)-tons
D=Corn(grain)-bu.
E=Corn(silage)-tons
F=Cotton-lbs. lint
G=Fescue(graze)-tons
H=Fescue(hay)-tons
I=Oats-bu .
J=Rye -biz .
K=Small grain(graze)-acre
L=Small grain(hay)-acre
M=Sorghum(grain)-cwt.
W=Wheat-bu.
Y=Fall Vegetables
Z=SDrinq Vegetables
O=Soybeans-bu.
R=Matua(graze)-tons
U= iilIet(g~aze) -tons
Applying the above amount of waste is a big job. You should plan

Page 4
management plan that addresses all nutrients. This plan only
addresses nitrogen.
In interplanted fields (i.e. small grain, etc, interseeded in
bermudagrass), forage must be removed through grazing, hay and/or
silage. Where grazing, plants should be grazed when they reach a
height of six to nine inches. Cattle should be removed when plants
are grazed to a height of four inches. In fields where small drain
etc, is to be removed for hay or silage, care should be exercised
not to to let small drain to reach maturity, especially late in
the season (i.e. April or May). Shading may result if small grain
gets too high and this will definitely interfere with stand of
bermudagrass. This loss of stand will result in reduced yields and
less nitrogen being utilized. Rather than cutting small grain for
hay or silage just before heading as is the normal situation, you
are encouraged to cut the small grain earlier. You may want to
consider harvesting hair or silage two to three times during the
season, depending on time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September
or early October. Drilling is recommended over broadcasting.
Bermudagrass should be grazed or mowed to a height of about two
inches before drilling for best results.
Caution must be exercised in grazing or haying summer annuals
under stressed conditions. Nitrate poisoning may occur in
livestock. Sampling forage or hay for nitrate levels is
recommended.
Acres shown in the tables are considered to be the usable acres
excluding required buffers , filter strips along ditches, odd
areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the field listed may, and most likely will be, more than
the acres shown in the tables.
See attached map showing the fields to be used for the utilization
of animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provision for periodic
landapplication of sludge at agronomic rates. The sludge will be
nutrient rich and will require precautionary measures to prevent
over application of nutrients or other elements. Your production
facility will produce approximately 4100 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years, you will have approximately
20500 lbs. of PAN to utilize. assuming you apply this PAN to
hybrid bermudagrass hayland at the rate of 300 lbs. of nitrogen
per acre, you will need 68 acres of land. If you apply the
sludge to corn at the rate of 125 lbs. of nitrogen per acre, you
will need 164 acres of land. Please be aware that these are
only estimates of the PAN and land needed. Actual requirements
could vary by 25% depending on your sludge waste analysis, spit
types, realistic yields, and application methods.

Page 5
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate
of the soil at the time of irrigation such that runoff or ponding
occurs. This rate is limited by initial soil moisture content,
soil structure, soil texture, water droplet size, and organic
solids. The application amount should not exceed the available
water holding capacity of the soil at the time of irrigation nor
should the plant available nitrogen applied exceed the nitrogen
needs of the crop.
If surface irrigation is the method of land application for this
plan, it is the responsibility of the producer and irrigation
designer to ensure that an irrigation system is installed to
properly irrigate the acres shown in tables. Failure to apply the
recommended rates and amounts of nitrogen shown in the table may
make this plan invalid.
The following table is provided as a guide for establishing
application rates and amounts.
Applic
Applic
Tract
Field
Soil
Rate
Amount
No.
No.
Type
Crop
(infhr)
(inches)
7356
5
GOLDS
VEGET.
0.4
<1.0
9a T8--
1
WAGS
CB SG
0.6 -
0.96
98 8
CB SG
0.
<1.0
8 8
�
90KF-
C13/Sd
0.5
c.
This is the maximum application amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. In many situations the application amount shown cannot be
applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
conditions.
Your facility is designed for 160 days of temporary storage and
the temporary storage must be removed on the average of once every
6 months. In no instances should the volume of the waste be stored
in your structure be within the 25 year 24 hour storm storage or

Page 6 ,
one foot of freeboard except in the event of the 25 year 24 hour
storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply
the correct rates to the acres shown in the tables. Failure to
apply the recommended rates and amounts of nitrogen shown in the
tables may make this plan invalid.
Call your technical specialist after you receive the waste
analysis report for assistance in determining the amount of waste
per acre and the proper application rate prior to applying the
waste.
NARRATIVE OF OPERATION
WUP AMENDED TO SHOW VEGETABLE CROPS TO BE IRRIGATED ON TRACT

Page 7
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: FARM 2139
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above. I
(we) know that any expansion to the existing designcapacity of
the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
North Carolina Division of Water Quality (NCDWQ) before the new
animals are stocked. I (we) also understand that there must be no
discharge of animal waste from this system to the surface waters
of the state from a storm event less severe than the 25-year, 24-
hour storm. The approved plan will be filed on -site at the farm
office and at the office of the local Soil and Water Conservation
District and will be available for review by NCDWQ upon request.
Name of Facility Owner: CARROLL'S FOODS, INC.
(Please print)
Signature: Date:
Name of Mana er (If dif erent om owner)
F �1
Signature: L-= _ 1Q ,c i- Date:.
Name of Person Preparing Plan: Howard Hobson
(Please print:)
Affiliation: Carroll's Foods, Inc. Phone: [phone]
Address: P O Drawer 856
Warsaw, NC 28398
Signature:. Date: iC 4 S

Page 8
EXHIBIT A--6
KRCS , NC
JUNE, 1996
WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by
runoff, drift, manmade conveyances, direct application, or direct
discharge during operation of land application. Any discharge
of waste which reaches surface water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has a notarized agreement for use of adequate land
on which to properly apply the waste. If the producer does not own
adequate land to properly dispose of waste, he/she shall provide a
copy of a notarized agreement with a landowner who is within a
reasonable proximity, allowing him/her the use of the land for
waste application. It is the responsibility of the owner of the
facility to secure an update of the Waste Utilization Plan when
there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen
needs for realistic crop yields based on soil type, available
moisture, historical data, climate conditions, and level of
management, unless there are regulations that restrict the rate
of application for other nutrients. Actual yields may be used in
lieu of realistic yield tables at the discretation of the planner.
4. Animal waste shall be applied on land eroding less than 5 tons per
acre per year. Waste may be applied to land that is eroding at more
than 5 tons but less than 10 tons per acre per year providing grass
filter strips are installed where runoff leaves the field.
(See FOTG Standard 393-Filter Strips)
5. Odors can be reduced by injecting the waste of disking after waste
application. Waste should not be applied when there is danger of
drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding,
it will be soil incorporated on conventionally tilled cropland.
When applied to conservation tilled crops or grassland, the waste
may be broadcast provided the application does not occur during
a season prone to flooding. (See "Weather and Climate in North
Carolina" for guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur offsite or to
surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order
to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during
rainfall events, or when the surface is frozen.
9. Animal waste should applied to saturated soils, during rainfall
events, or when the surface is frozen.
10. Waste nutrients shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste
nutrient loading rates on these soils should be held to a minimum
and a suitable winter cover crop planted to take up released
nutrients. Waste shall not be applied more than 30 days prior
to planting of a crop or forages breaking dormancy.

Page 9
11.
Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component
of a swine farm shall be at least 50 feet from any residential
property boundary and from any perennial stream or river other
than an irrigation ditch or canal. Animal waste other than
swine waste from facilities sited on or after 10j1J95, shall
not be applied closer than 25 feet to surface water. This
distance may be reduced for waters that are not perennial pro-
vided adequate vegetative filter strips are present (See
Standard 393 - Filter Strips).
12.
Animal waste shall not be applied closer than 100 feet from wells.
13.
Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by landowner.
14_
Waste shall be applied in a wanner not to reach other property
and public right-of-ways.
15.
Animals waste shall not be discharged into surface waters,
drainageways or wetlands by a discharge or by over spraying.
_
Animal waste may be applied to prior converted cropland provided
it has been approved as a land applications site by a "technical
specialist". Animal waste applied on grassed waterways shall
be at agronomic rates and in a manner that causes no runoff or
-
drift from the site.
15.
Domestic and industrial waste from washdown facilities, showers,
toilets, sinks, etc., shall not be discharged into the animal
waste management system.
17.
A protective cover of appropriate vegetation will be established
on all disturbed areas (lagoon embankments, berms, pipe runs,
etc.). Areas shll be fenced, as necessary, to protect the
vegetation. Vegetation such as trees, shrubs, and other woody
species, etc. are limited to areas where considered appropriate.
Lagoon areas should be kept mowed and accessible. Lagoon berms
and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
IS.
If animal production at the facility is terminated, the owner
is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge,
pollution and erosion.
19.
Waste handling structures, piing, pumps, reels, etc., should
be inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should be kept
on site.
20.
Animal waste can be used in a rotation that includes vegetables
and other crops for direct human consumption. However, if
animal waste is used on crops for direct human consumption
=
it should only be applied preplant with no further applications
of animal waste during the crop season.
21.
Highly visible permanent markers shall be installed to mark the
top and bottom elevations of the temporary storage (pumping
volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A
marker will be required to mark the maximum storage volume
for waste storage ponds.
22.
Soil tests shall be made every two years and a liquid waste
analysis be taken at least twice each year consistent with
waste utilization plan. Poultry litter shall be tested prior
to application_ Soil and waste analysis records shall be kept
for five years.
23.
Dead animals will be disposed of in a manner that meets North
Carolina regulations.

EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ y10-- '/96 - IS11I
EMERGENCY MANAGEMENT SYSTEM gf I
SWCD 910 -
NRCS - 9 - `f63
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or
Ieave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for
all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of darn.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field -actions include:
a. Immediately stop waste application.
b_ Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C: Leakage from the waste pipes and sprinklers action include_
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D: Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump_
c_ IN -lake sure no siphon occurs_
d. Stop all flows in the house, flush s} stems, or solid separators.
December 18. 1996

e. Repair all leaks prior to restarting pumps.
E: Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks- possible action:
a. Dig a small sump or ditch away from the embankment to catch all seepage,
put in a submersible pump, and pump back to lagoon-
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side was and lagoon
bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d_ Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3: Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality)
regional office; Phone - _ After hours, emergency number: 919-733-3942.
Your phone call should include: your name, facility, telephone number, the details
of the incident from item 2 above, the exact location of the facility, the location or
direction of movement of the spill, weather and wind conditions. The corrective
measures that have been under taken, and the seriousness of the situation.
b_ If spill leaves. property or enters surface waters, call local EMS Phone number -
c. Instruct EMS to contact local Health Department.
d- Contact CES, phone number - - , local SWCD office phone number
and local NRCS office for advice/technical assistance phone number - -
4: If none of the above works call 911 or the Sheriffs Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5: Contact the contractor of your choice to begin repair of problem to ndnimixe off -site
damage. -
a. Contractors Name:_ wedgy &-5.
b_ Contractors Address: u r i e� c'
c. Contractors Phone:_ qX9 4 S_5a `S7dS
2 December 18, 1996

6: Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc_)
a. Name: /40"d L A Lso�
b. Phone:_ 2ZV -_?93 -3z13-1 4w �Zo - 9,a - 93_54 6H)
7: Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste management plan to
keep problems with release of wastes from happening again.
3 December 18, I996

Mortality Management Methods
(check which method(s) are being implemented)
❑. Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death The burial must be at least 300 feet from any flowing
stream or public body of water_
a Rendering at a rendering plant licensed wader G.S. 106-168.7
❑ Complete incineration
❑ In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture
❑ Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
December 18, I996

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source
Cause
BMP's to Minimize Odor Site Specific Practices
(liquid Systems)
Rush Gutters
Accumulation of solids
f0f Flush system is designed and operated
suftieiently to remove accumulated
solids from gutters as designed.
(t}' amove bridging of accumulated solids at
discharge
Lagoons and Fits
Crusted Solidi
Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of rx7 more than 6-a inches over more than
30% of surface.
Excessive Vegetative
Decaying vegetation
(kKlMaintain vegetative control along banks of
Growth
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter_
(Dry Systems)
Feeders Feed Spillage () Design. operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
(� Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed: residues (} Reduce moisture accumulation within and around
immediate perimeter of teed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around food storage as needed.
Animal Holding Areas Accumulations of animal wastes ( ) Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
( I Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of 'Wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
AMIC—November 11, 1996

Storage tank or basin Partial microbial decomposition () Bottom or midlevel loading
surface Mixing while filling (} Tank covers
Agitation when emptying O Basin surface mats of solids
I I Proven biological additives or oxidants
Settling basin surface Partisi micobiel decomposition {) Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying {) Remove settled solids reguieriy
Manure, slurry or sludge Agitation when spreading { } Soil injection of slurrylsludges
spreader outlets Volatile gas emissions I ) Wash residual manure from spreader after use
( ) Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying ( ) Soil infection of siurrylsludges
or sludge on field surfaces ( I Soil incorporation within 48 hours
t 1 Spread in tNn uniform layers for rapid drying
{) Proven biological additives or oxidants
Dead animals Carcass decomposition { f Proper disposition of carcasses
Dead animal disposal Carcass decomposition ( ) Complete covering of carcasses in burial pits
pits ( 1 Proper locationiconstruction of disposal pits
Incinerators Incomplete combustion ( ) Secondary stack burners
Standing water around improper drainage !Grade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads ( ) Farm access road maintenance
roads from farm access
Additional Information: Available From:
Swine Manure Management; 0200 Rule/BMP Packet
NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
NCSU-BAE
Swine Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88
NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse—Lagoon Treatment; EBAE 129-88
NCSU-BAE
Lagoon Desig and Management for livestock Manure Treatment and Storage; EBAE 103-83
NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU-BAE
Controlling Odors from Swine Buildings; P!H-33
NCSU-Swine Extension
Environmental Assuranc Program: NPPC Manual
NC Pork Produces Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension
The issues checked ( ) pertain to this operation. The landownerlintegrator agrees to use sound ;udgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
T
'(Landowner Signature)
f I
AMOC--!November 11, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source
Cause
BMP's to Minimize Odor Site Specific Practices
Farmstead
Swine production
( egetetive or wooded buffers;
(.-1' Kacommended best management
Practices;
(,YFiood judgment and common sense
Animal body surfaces
Dirty manure -covered animals
(rt5ry floors
Floor surfaces
Wet manure -covered floors
( "Slotted floors;
( ►' /Waterers located over slotted floors;
(4"Feeders at high and of solid floors;
i
(%VScrape manure buildup from floors;
( ) Underfloor ventilation for drying
Manure collection pits
Urine
I requent manure removal by flush.Pit
recharge.orscrape
Parital micorbial decomposition
i 1 Underfloor ventilation
Ventilation exhaust tans Volatile gases; VFen maintenance;
Dust I tl tificient air movement
Indoor surfaces Dust luvwashdown between groups of animals
i 4�eed additives;
(a'Fe*der covers;
"ad delivery downspout extenders to
feeder covers
Flush tanks
Agitation of recycled lagoon
( I Flush tank covers
liquid whiles tanks are filling
( I Extend Fill lines to near bottom of
tanks with anti -siphon vents
Flush alleys
Agitation during wastewater
( I Underfloor flush with underfloor
conveyanance
ventilation
Pit recharge points
Agitation of recycled lagoon
(} Extend rechard lines to near bottom of
liquid while pits are filling
pits with anti -siphon vents
Uft stations
Agitation during sump tank filling
(I Sump tank covers
and drawdown
Outside drain collection
Agitation during wastewater
I) Box covers
or junction boxes
conveyance
End of drainpipes at lagoon
Agitation during wastewater
(I Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions �,Poper lagoon liquid capacity
Biological mixing Correct lagoon startup procedures
Agitation [-f Minimum surface area -to -volume ratio
14 Minimum agitation when pumping
i } Mechanical aeration
(} Proven biological additives
Irrigation sprinkler nozzles High pressure agitation (0 igate on dry days with little or no wind
Wind draft (] Minimum recommended operation pressure
(04ump intake near lagoon liquid surface
( I Pump from second stage lagoon
AMOC--November 11. 1996

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Animal Waste Management Plan C dCige
{Plisse [OPY
. �ct, t_
vpe ar print all iniot-ita[ion 4 a[ oes no[ a `�cf SEURO .
Eck. or New or Expanded' (Please circle one) ISEP 1 3 1999
General Information: hbn-Dischaige Permilfing
Name of Farm c'A ��r�l,l�` 5 i—A ZrA Facility No:
Owner(s) Name: G2ARAc 4.Tgc.. Phone No: lc z ' -�4
Mailinc, :address: /00. ADx 6SE W,4 w N( C • -?-g 3S
Farm Locarion: County Farm is located in: :SAm p5 c ,, a-
Fourtaen Digit Hydrologic Unit: 0 3 0 3 oo o ,, // oo / o �-� k� U oug s
Latitude and Longitude: �S' C* .25 1 Z - /;Z S- n Integrator: CorM,aK tA GtiNKr1
Please attach a copy of a county road map with location identified and describe below (Be specific:
road. names, directions, milepost, etc.): E,sr Sl6s camg I3c i . Ape ao,, tor7—,Es_� -
1 M it. rk [_^_ 17S—r' G ! ek - WfAfL i4Az6ozoccs
OCO ss RDA:Dt�,
Oaeration Desc; nation:
Type of Swine No of Animals Type of PouLry No of animals
0 Wean to Feeder Otaye:
0 Fcader to Finish OPallcts
0 Farrow to Wean
0 Farrow to Feeder
}`arrow to Finish Z000 Other Type of Livestock--
0 Gilts
0 Boars
Type of C--de NO of Animals
O Dairy
0g1=f
Number of animals:
Ezpa,u.�ng o��arlo,� only " •
P, revrvrtt Destgir Caaaeiryddstxo�xa! Design Capacuy Totci Design Cavariry
Acreage Available for Application: f22— .¢ Requires Acreage: /
Number of Lagoons/Storage Ponds: 2 Total Capacity: 3 3 Cubic Feet (fP)
Are subsurface drains present on the farm: YES or �" (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
*�itX]1i 7�"lIf]RXXT[IK �1L]I[]K]K]KX]IC]�[X]I[*X]It �K �R �R]k�*Z�k*ik ik]R �IX�**]I[**X*#IK �K*YXXX]C yeXXXX]If )It X]K 1k ]k*1K 1L ]RTC.*"k �GXi��akX�k ye yeXye X]K �KX ae
Owner/Manager Agreement
I(we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and maintenance
procedures estabLlshed to the approved animal waste management Plan for he farm named above and will implement these procedures. I (we)
know that any expansion to the existing design capac-ity of the waste treatment and storage syst-.-- or construction or new facilities. will require a
new certification to be submitted to the Division of Environmental Management before the new animals arc stocked. I (we) understand that tier _
must be no disc:targe of animal waste from the storage or application system to surface %vaters of the state either directly through a man-made
conveyance or from a storm event less severe than the'_'S-ye.,ar, 2 --hour storm and there must zot be run-off from the application of animal
waste. I (we) understand :hat runt -off of pollutants front lounging and heavy use areas must be ;ninirnized using technical standards developed ay
the Natural Rcsourccs Conservation Sc:vice_ The approved plan will be fried at the :ar and at the oC:cc of the local Soil and Water
Conservation Dist :ct. I (we) 'snow that ;modification must be approved by a technica! specialist and submitted to GMtC Soil a: d Watcr Corser-redo n
District prior :o implerne ntation_ A change in !arid ownersiip requires wriaey notnica ion to DEM or a new canitication (if'.hc approve: Pisa is
clang-t!) 'AiLhin 50 days of a tittc ;ransfc-.
Name of d Owner: , f �k4 4 t
Signature: 5�,: Date: 4q
Name tanager (if different from owner):
Signature: Date:
AWC -- :august I. 1997

i ecnnicai z)peciatist Lertitication
x. As a technical specialist dmignated by the North Carolina Soil and Water Conservation Cormnussion pursuant to 15,
NCAC 6F• .00005, 1 certify that the animal waste management system for the farm named above has an animal waste
managemeat plan that meets or exceed standards gad specincatious of the Division of Environmental Vlanagemeat (DEM) X,
specified in I5A NCAC 2H_0217 and the USDA -Natural Resoum= Conservation Service (MRCS) and/or the North Carolina
Soil and Water Conservation Comatission pursuant to 15A NCAC 2FLO217 and 15A NCAC 6F .0001-.0005. The following
elements are included in the plait as applicable:. While each category designates a technical specialist who may sign each
certification (SD, SI, WI1'P, RCJ) the technical specialist should only cmtify pars for which they are technically competent.
II. Certification of Design :-
A) Collection Storage. Treatment Svstem
Cne the appropriate box
( Existing, facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization requirements.
() New, exvanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds, have
beets designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist (PIease Print)
Affiliation: c : Date Work Completed:Ip SS
Address(Agency).�x� GRS►aW C.ra Phone No: �r �q 3 - 3434-- I
Signature: Date: 7I 9
B) Land Application Site L% U
The plan provides for minimum separation (buffers); adequate amount of land for waste utilization; chosen crop is
suitable for waste management; hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print):
AlvWAeD L. k,4r---r3so-,4
Affdiadon:Cn,2Z,,'LC�, F:23n0s, _mc.
Date Work Completed:ZZ io
Address (Agency): P a &,y, UJA��
K.C. Phone No: �, �_ ::G 3 y 3434
Signature: - _ ,�_ J
Date: 9 J'1q 9
Q Runoff Controls from Exterior Lots
Cheek the appropriate box
( Facility without exterior lots (SD or WT3P or RC)
This facility does not contain any exterior lcrs.
{ } Faciliry with exterior lots (RC)
Methods to tn.inirruz the run off of pollutants from lounging, and heavy use areas have been designed in accordancw
with technical standards developed by MRCS.
Name of Technical Specialist (Please Pant):�����so�r
A;=filiation:C �' ous �v5 rrc - Date Work Completed: �� $
i
Address (Agency):xS� 1�1r;RSAk! t� C. Phone No.:
�
r'B Q 10 2 9 334
Signature: , . Date11�1r{ 7ri 4
AWC — August 1, 1997

D) Application and Handlin: Equipment
Check :he .-ippropriare box
(►Y"' E.,(xistin , or expanding facility with existing waste application cauinment (W-UP or _)
Ard=] waste application equipment specified in the plan has been either Field calibrated or evaluated in accordance
with existing design charts and tables and is able to apply waste as necessary to accommodate the waste 7=agerrent
plan: (existing application equipment can cover the area required by the plan at rates not to exceed tither the
specified hydraulic or nutrient loading rates, a schedule for timing of application has been estabiished, required buffers
can be maintained and calibration and adjustment guidance are contained as part of the plan).
() New. expanded, or existing -facility without eXi5tiMQ1A' Ste application equivnnerit for MraV irrimstiort (1)
Animal waste application equipment specified in the plan has been designed to apply wart: as necessary m
accommodate the waste management plan: (proposed application equipment can :over the area ;squired by the plan at
rates not to exceed either the specified hvdmulic or nutrient loading rates: a schedule for timing of applications has
be:-n established: required buffers can be maintained; =libration and adjustment ,uidancc are contained as part of th=
plan).
() New.eznanded.or existing facility without existing waste application e,ouipment for land spreading not usi_r.g snrav
irrigation. (WisP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management puss; (proposed gpplication equipment can cover the ar--2 required by the plan at
rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule or tithing of applicaiors has
been established: required buffers can be maintained; calibration and adjustment guidance are contained as part of :he
Name of Technical Specialist (Please Print): !
Affiliation: Date Work- Completed- j
Address(Agency): Phone No: �I c>--Z�r3- 3 4-3 ¢ +
Signature: Date. 3
rl I -r 1 �f q I
The waste management plan for this facility includes a Waste Management Odor Control Checklist. an Insect Controi
Checklist, a Mortaility Management Checklist and as Emergency Action Plan. Sources of both odors and insects Save
been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best Management
Practices to Control Insects have been selected and included in the waste management plan. Both the Mortality
Manangement Plan and the Emergency Action Plan are complete and'can be implemented by this facility.
Name of Technical Specialist {Please Print):
Affiliation i� � �
Date Work Completed. 44Z4 q II
Address (Agency): p � , v- 1
�D�1aA'9-
Phone No.:
r'l.t_ -203gG CtIG ;�33--3434-
Signature:y�
Date:
E� Written Notice of New or Expanding Swine Farm
The following signature block is only to be used for new or expanding siwine farms that begin construction after ?ur.e
ZI. 1996- If the facility was built before ?une?l. 1996. when was it zonstruct_.d or last expanded tci e S
certify that I(we) have attempted to contact by certified ;nail all adjoining property ow -hers and all proodn', owners
who own property located across a public road, street or highway from this new or -!xpandina swine farm. The notice
was in compliance -ith the requirements of NCGS 106-805- A copy of the notice .and a list of the proper y owners
notified is attach--d.
Name of Land Owner:
Signature: Date:
Name of Manager Of different from owner): i
Signature: Date:
AWC -- August 1. 1997

III. Certification of Installation
A) Collection Storage. Treatment,lnstallation
New. txyanded or retrofitted facility (5I)
animal waste storage and treatment structures such as but not limited to lagoons and ponds, have beta installed in
accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilidg without retrofits, no certification is necessary.
f Name of Technical Specialist (Please Prim): I
I Affiliation: Date Work Completed:
Address(Agency): Phone No.:
Signature: Date:
B) Land Application Site (WUP)
Check the appropriate box
(� The cropping system is in place on all land as specified in the animal waste management plan.
{) Conditional approval: all required land as specified in the plan is cleared for planting; the cmppin, system as
specified in the waste utilization plan has not been established and the owner has committed to established the
vegetating as specified in the plan by {monthlday/year); the proposed cover crop is appropriate far
compliance with the waste utilization plan.
() Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared landwithin 30 days of
this certification, the owner has committed to establish an interim crop for erosion control;
Name of Technical Specialist (Please Print):
Lv35c
Af
filiation: CARDCtl`S IF- _
Date Work Cora leted.
P fo
Address (Agency) : P ,_ '6 SE , W'I RSA Vtl, r4 C. I�
Phone No.: I? l a z - 4 3 4
Signature: - -
Date:
Thus following signature block is only to be used when the box for conditional approval in lU.B above has been checked.
I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste utilization plan, and if
appropriate to establish the interim crop for erosioa control, and will submit to DELI a verification of completion from a
Technical Specialist within 15 calendar days following the date specifed in the conditional certification. I (we) realize that
failure to submit this verifieatioa is a violation of the waste management plan and will subject me (us) to an enforcement action
from DEtit.
flume of Land Owner:
Signature: Date:
Name of Manger (if different from owner): �
Signature: Date:
AWC — August 1, 1997

Q Kunott Uontrnis trom Exterior LAtts (RC)
Facility with exterior lots
Methods to minimize the run off of poiiutants irom lounging and heavy use areas have bern installed as specified in
the'plan. '
For facilities' lots. Iots. no certification is necessary.
Name of Technical Specialist (Please Pant): N t A
Affiliation: Date Work Completed:
Address( E!ency): Phone No.:
Signature: Date:
D) Avulication an Handling Equipment Installation ( UP or 1)
Check :he appropriate block
(,K Animal waste application and handling equipment specified in the plan is on site and ready for use; calibration and
adjustment materials have been provided to the owners and are contained as part of the plan.
(} Animal waste application and handling equipment specified in the plan has not been installed but the owner has
proposed leasing or third party application and has provided a signed contract; equipment specified in the contract
agre:.s with the requirements of the plan; required buffers can be maintained, calibration and adjustment guidance have
been provided to the owners and are contained as part of the plan.
{ } Conditional approval: Animal waste application and handling equipment specified in the plan has been purchased
and will be on site and installed by (month/day/year); there is adequate storage to
hold the waste until the equipment is installed and until the waste can be land applied in accordance with cropping
system contained in the plan; and calibration and adjustment guidance have been provided to the o%mers and are
contained as part of the plan.
Name of Technical Specialist (Please Print):
Affiliation: L. f Y CtLiS o o�
Date Work Completed: i4 8
Address(Agency): p & 8L� a56 W��it.[ ri
c -.,83 r Phone No.: I o �43 -34-3 4-
Signature: � �
Date: 9117 f 9 �
The following signature block is only to be used when the box for conditional approval in III D above has been checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as specified in my
(our) waste management plan and will submit to DEM. a verification of delivery and installation from a Tecbzic.al Specialist
within 15 calendar days following the date specified in the conditional certification_ I (we) realize that failure to submit this
verification is a violation of the waste management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager(if different from owner):
Signature: Date:
E) Odor Control. insect Control and 4(or'tality Manavernent fSD,SI.WURRC orll
Methods to control odors and insets as specified in the Plan have been installed and are operational. The morality
management system as specified in the Plan has also been installed and is operationai. _
Name of Technical Specialist (Please Print):
Afftliation:cou.a F
Address (Agency)
Signature:
AWC — AuCrtsst 1, 1997 5
/ • /-mil oN
Date Work Completed: 41,,1q 7
Phone No.: 910 a93 - 3 +3 4-
Date: q ) -1

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality
lion-Dischal-ge Permit Application Form
(THIS FORM 34AY BE PHOTOCOPIED FOR USE AS AN ORIGLYAL)
General Permit - Liquid Animal Waste Operations
This application is for new or expanding facilities only. The design portions of the
Inp
Animal Waste Management Plan (AWMP) certification form, Part H, must be included
with this application prior to the application being accepted as complete.
Application Date: 9 - 9 - -1-1
I. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicants Initials
1. One completed and signed original and two copies of the application for General Permit -
Animal Waste Operations;
2. Three copies of a general location trap indicating the location of the anima] waste facilities and
field locations where animal waste is disposed;
3. Threw copies of pages 1-3 of the Animal Waste Management Plan (AWIMP) Certification Form.
including Part II (Certification of Design Items A-F). If the facility does not have Part U of the
AW,� completed, it must be completed prior to submittal of a general permit application for l
animal waste operations.
4. Three copies of the Animal Waste Management Plan (AW`NIP) used for facility design -
II. GENERAL INFORMATION:
1. Farm's name;. L'/jA�PoLL s FARM -w- 2 53 9
2. Print Land Owner's name: 0, 4,fRgZZ s AG h6h4&t-&L1N:Ak
3. Mailing address: Box 5.54
City: AR5AW _ State: A(-'C• 7.)p: 53, 98
Telephone Number: ( 9/0 ) :Z93 =34 3 4-
4. County where farm is locatgd: 5 A M05e
5. Farm Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy
of a county road map with the location of the farm identified): TifAYEL Wxsr- M ALSOV ON IM(C4.03
7,5 sR i 9o/ . —4,ek 4 Ejq- r5a,�,7-Ao) - /9sa xz,,e 4AAe- x . 2 nrr ew tEFr
5. Print Farm Manager's name (if different from Land Owner):
7. Lessee's I Integrator's name (if applicable; please circle which type is listed) -
FORA: AWO-G-NE 3/21/97 Page 1 of 3

III. OPERATION INFORMATION:
1. Farm No.: $-2— (county number): 465
(facility number).
2. Please complete the table below as it applies to your facility using the certified design capaeiry. The "trio. of Animals"
should be the maximum number for which the waste management structures were designed
T= of Swine No. 2f Anirnlls I= rafpoultry No. of .Ani1vlte of Carde
0 wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 0 Non -Laver 0 Beef
0 Farrow to Wean (r sow) 0 Turk: y
0 Farrow to Feeder (# sow)
0 Farrow to Finish (,# sow) /DO41
Other Type of Livestock on the farm: No. of Animals;
3. Acreage cleared and available for application: IZt • '4- ;Required Acreage (as listed in the AW ti1P):
d. Number of Lagoons: 2 : Total Capacity: 2,557, 5 33 Cubic Feet (ft3)
Number of Storage Ponds: :Total Capacity: Cubic Feet (0)
S. Are subsurface drains present within 100' of any of the proposed application fields? YES or(�P (please circle one)
6. Are Subsurface drains present in the vicinity or under the proposed lagoon? YES or 0(please circle one)
7. Imes this facility meet the siting requirements in Senate Bill 1217? (Swine Only) YES or (90 (please circle one)
What was the date that this facility's swine houses and Iagoon were s4ed? -/ /,?RgF
Wbat was the date that this facility's land application areas was sited? ¢ !9 e
IV. APPLICANT'S CERTIFICATION
1, C iA Ik R 01 t , 5 k P—A 14'1 -� 01 k-� lam ok S In « to _ (Land Owner's name listed in question 11.2), attest that
this application for L A&ADI I `,e, t-- iA0zLm if z 5 3It (Farm name listed in question 11.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting informatioa and attachments are not included- this application package
will be rents ted to me as incomi)lete.
Signature Date
00L= kkko1 s v6 W y 0,k tuClfz `-� ' P
V . MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I, (Manager's name listed in question II.6), attest that this
application for (Farm name listed in question IL1)
has been reviewed by me and is accurate and complete to the best of my knowledge_ I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned as incomplete.
Signature Date
THE COMPLETED APPLICATION PACKAGE, rNCLUDING A.L.L. SUTPORTING LN'FOR-AIATION AND MATERIALS.
SHOULD BE SE\7 TO THE FOLLOWLNG ADDRESS:
NORTH C.AROLINA DIVISION OF WATER QUALITY
"'ATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOY 29535
RALEIGH, NORTH CAROLIN.A 27626-0535
FORA: A«'O-G-NE 3/21/97 Page 2 of 3

Operator:AS-BUILT" FM2539 County: SAMPSON Date: 09/07/99
Distance to nearest residence (other than owner): 1500.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
1000
sows
(farrow to
finish)
x
1417
lbs.
= 1417000
lbs
0
sows
(farrow to
feeder)
x
522
lbs.
= 0
lbs
0
head
(finishing
only)
x
135
lbs.
= 0
lbs
0
sows
(farrow to
wean)
x
433
lbs.
= 0
lbs
0
head
(wean to feeder)
x
30
lbs.
= 0
lbs
Describe other :
0
Total Average Live Weight = 1417000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1417000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 1417000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) ---------------------- 1011. 0� AVr.QACF-
Inside top width (feet)----------------------- 250 Q
Top of dike elevation (feet)----------------- 48.0
Bottom of lagoon elevation (feet)------------ 34.8
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 2.5 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 1006.0 245.0 12.2
AREA OF TOP
LENGTH * WIDTH =
1006.0 245.0
AREA OF BOTTOM
LENGTH * WIDTH =
945.0 184.0
246470 (AREA OF TOP)
173880 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
975.5 214.5 836979 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6
246470.0 836979.0 173880.0 2.0
Total Designed Volume Available = 2556569 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
1011.0 250.0 252750.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 252750.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 1417000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 2588387 gals. or 346041.0 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 147437.5 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 147437.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
346041
cubic
feet
5B.
0
cubic
feet
5c.
147438
cubic
feet
5D.
147438
cubic
feet
TOTAL 640916 cubic feet
6. SUMMARY
Temporary storage period====================>
180
days
Rainfall in excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall==================>
7.0
inches
Freeboard===================================>
1.0
feet
Side slopes==______________________=____,-__>
2.5
: 1
Inside top length===========================>
1011.0
feet
Inside top width=====____= _________________>
250.0
feet
Top of dike elevation============= =========>
48.0
feet
Bottom of lagoon elevation==================>
34.8
feet
Total required volume== ====================>
2057916
cu. ft.
Actual design volume==== ===================>
2556569
cu. ft.
Seasonal high watertable elevation (SHWT)===>
0.0
feet
Stop pumping elev.=-=--__--_-__------------->
44.2
feet
Must be > or = to the SHWT elev.==== =====>
0.0
feet
Must be > or = to min. req. treatment el.=>
40.8
feet
Required minimum treatment volume==== ======>
1417000
cu. ft.
Volume at stop pumping elevation============>
1890790
cu. ft.
Start pumping elev._________ _____-==________>
46.3
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
2409131
cu. ft.
Volume at start pumping elevation===========>
2385570
cu. ft.
Required volume to be pumped================>
493478
cu. ft.
Actual volume planned to be pumped==========>
494780
cu. ft.
Min. thickness of soil liner when required==>
1.9
feet
N4J 6vt Ie"
7. � BY: APPROVED BY:
DATE: 917199
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS' Z;4-eM WA5 G�tsrRd5r& D� i2/a.2 To �200 /�uG�s. 1fI�.4S �4��trs
7%� �QoM �carsT�Re � vim- oQ� a�

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
-------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 46.3 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 44.2 . This temporary
storage, less 25 yr- 24 hr storm, contains 493478 cubic feet or
3691219 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.9 ft.
------ -------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator{rocks}
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed
shown on a typical cross section in
cutoff trench shall be determined by
materials.
VEGETATION:
under the embankment area when
the plans. The final depth of the
observation of the foundation
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the the will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

Carroll's Foods, Inc.
Areas and Volumes Report September 07, 1999
FM2539 11-.23 AM
Drawing: volume
Surfaces: Existing
Name Thickness Area Volume
(ft) (sq ft) (cu yd)
Areas of Interest
bottom 157073.04
inside top 245326.50
i 1
J---Page

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baWlight
Plot of all date for the surface:
Proposed
Project: PEROTE 3
Drawing: farm 39 vol.
Number:
Location:
Bid Data:
Engineer:
Owner:
Estimator:
Prepared bW: using Sitework
.09
D9

orientation: -45.0 Z Magnification: 17.7
Inclination: 20.0
.�`:`��•` - ESL:;•...
. . . . . . . . . .
:i
f
-2. 06:
4. so:
l
o �.'
L'
-10. 00 : •F 1''. ��i:
12.00: .. •.... . •:_._;;.••.•;•:• ,i'.:;c;t::,a:• .ii'`t•�:�t':,ii}9�•t�•i'' 'y�' �.Zi:;:•;+'
-14. 00
i„
Lower Left
Proposed
msnus
Existing
Project: ib
Drawing: farm 39 vul.
Number:
Location:
Bid Data:
Engineer:
Owner:
Estimator:
Prepared by: using Sitawork
3D Surface Difference

MEMORANDUM
TO: Anthony Smith
FROM: Stan Hans
DATE: May 19, 1997
SUBJECT: Carolls Foods Site Elevations
Following are the site elevations that Bob McCloud and I measured on 3/20/97. The measurements
were taken with a laser level and are rounded to the nearest 0.1 foot (Bob said this was adequate).
An arbitrary benchmark was established on the Northeast corner of the concrete Ioading chute pad -
( assumed to be +100.00' MSL)
SE Corner of future lagoon --W2 96.1
Iti"E Corner of future lagoon 96?
SW Corner of future lagoon 96..E
NNV Corner of future lagoon 98.3
Ground Elevation of Well PZ-1 96.2
Top of Casing of Well PZ-1 98.2
Invert of discharge pipe near clean out 95.3
(where future lagoon pipe will " T" in)
Invert of discharge pipe into existing lagoon) 94.0
If you have a site reap I wU be glad to identify these points to expedite any submissions to the state.
Also you may want to pass these on to Bob at Carroll's . Thanks and let me know if I can help.

.r
1�
NCDEAti-R
June 5, 1997
Page 2
• The pertinent elevations for Farm #2539 are as follows (see attachment):
swine house concrete pads: 100' (minimum)
nite/denite pond top elevation: 96' (approximate)
nice/denite pond inlet: 94.5' (approximate invert of pipe)
rite/denite pond overflow: 95' (approximate invert of pipe)
existing lagoon discharge pipe: 94' (invert of pipe)
Note: All elevations are measurements above mean sea level.
• NET utilized previous experience and the United States Environmental Protection
Agency's ?Nitrogen Control Manual (see attachment) to establish design nitrification and
denitrification rates.
Please do not hesitate to contact me at [phone] Ext. 33, if you have any more questions
or comments regarding the permit application.
Very truly yours,
NATIONAL E`ti-ItONNiEvT AL TEC11"OLOGTES, L1C.
4
Anthony D. Smith
Environmental Engineer
ADS/fp
Attachments
cc: Bob McLeod, Carroll's Foods, Inc (with attachments)
Philip Westerman, NCSU - BAE Department (with attachments)
.A

SOIL INVESTIGATION TO DETERMINE SUITABILITY OF LAGOON SITE
Grower's Name
F— County L:,-,
Date
r-:k
7 State f A Cc.;-;:.
SKETCH OF PROPOSED LAGOON SHOWING WHERE BORINGS WERE WADE
F
IDepth
it,
Boring Number
Ft.
1
12
3
4
5
6
7
8
9 110
0-1
S)LI
2-3
-
3-4C
s
4-5
5-6
sc
6-7
7-8
8-9
9-10
J--
11-12
K
12-13
sc-
SHWT (Seasonal High Water Table)
Signature & Title
Date

TYPES OF MATERIAL ENCOUNTERED IN BORING
UNIFIED CLASSIFICATION
GW
Well graded gravels; ,gravel, sand mix
Sc Clavey sands; sand -clay mixtures
GP
Poorly graded gravels
ML Silts; silty, very sands; sandy or clayey silt
GM
Silty gravels: gravel -sand -gilt mix
CL Clays of low to medium plasticity
GC
Clayey gravels; gravel -sand -clay mix
CH Inorganic clays of high plasticity
SW
Well graded sands; sand -gavel mix
MH Elastic silts
SP
Poorly graded sands
OL Organic silts and silty clays, low plasticity
SM
Silty Sands
OH Organic clays, medium to high plasticity
1. Suitable material for liner is available Yes No
Remarks:
2.
Explain hazards requiring special attention in design (seepage. spring, rock, etc.)
3.
General Remarks: The soil borings for this investigation represent only that particular confined area If during
construction, different materials are encountered, necessary modifications will be made in design. At the time of certifi-
cation, the waste treatment lagoon must meet all MRCS standards and specifications including liners, side slopes,
compaction, capacity and other requirements.
Depth
Boring Number
Ft_
11
12
13
14
15
16
17
18
19
20
0-1
1-2
2-3
3-4
4-5
5-6
6-7
7-8
8-9
9-10
10-11
11-I2
12-13
—
----

REV. DATE I CESCRIPTICN
4/97 1 MODIFIED POND LOCATION & FLUSH HRS.
❑ = 800 GALLON FLUSH TANKS
(Flysh Cycle: 1 Flush/2 Hrs.)
❑❑❑❑❑
❑❑❑❑❑
© GESTATION
❑ BREEDING
FINISHING'
FINISHING
FIN15HiNG�
IFINI�SH N
F]NISHING'
FINISHING'
FENiSFIING'
FNSISHING'
FINISHINGI
f
' � 1
TO FLUSH
TANKS 0
in c—,
Lj W
U t—
111 sxa �r
LAGOON
7O
SPRAY
FIELDS
CARROLL'S FOODS
FARM z2539
NITRIFICATION /DENITM ICATION
q�,''POND (LINED
LC
E.NGINEEi S SMITH CARRoI-L'S FOODS
DRAWN Warsow, North Carolina
NATToNAL E.w[RoNxriTAL TECHNOLOGIESJ-,; K.FAIRCLOTH
CHECKED FARM =r2 i 39 - SITE DIAGRAM
£ATE SCALE PGGIE.7 NC. SHT. No.
Wilmington, NC 6/21/96 1 NONE 375001 I P:\373\375-1P01 1

lZio
24M
. ft
za
1c
1D
lE
1F
2A
28
2C
3A
3B
5A
5B
5C
5D
5E
5E
5 FARM 2539
0 82-465
ACRvs
4.35
7.56
5.78
3.23
3.01
2.06
4.97
4.31
3.20
3.29
2.10
20
20
20
8.0
5.5
5.0
PREPARED Br.-Crmn Famch, ne
CA'EMOM nVEX937�-l5AM PAGE.1

Page 1
WASTE UTILIZATION PLAN
------------------------
Producer-----:CARROLL'S FOODS, INC.
Name of Farm -:FARM 2139 2S39
Location -----:PO BOX 856
WARSAW, NC 28398
Phone -------- :910 293-3434
County: SAMPSON
Type Operation--------------: FAR -FINISH
Number of Animal ----------- . 1000
Storage Structure----------: Anaerobic Lagoon
Method of application-,-----: Irrigation
Amount of waste produced per year---------------. 19943 tons/year
Amount of plant available N (PAN) produced/year-: 26000 lbs./year
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the
crops in the fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting
nutrient. Waste should be analyzed before each application cycle.
Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste
utilization plan in order to maximize the fertilizer value of the
waste and to ensure that it is applied in an environmentally safe
manner:
1. Always apply waste based on the needs of the crop to be grown
and the nutrient content of the waste. Do not apply more
nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
available water holding capacities.
3. Normally waste shall not be applied to land eroding at more
than 5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but less than
10 tons per acre per year providing that adequate filter
strips are established.
4. Do not apply waste on saturated soils, when it is raining, or
when the surface is frozen. Either of these conditions may
in runoff to the surface waters which is not allowed under DWQ
regulations.
5. Wind conditions should also be considered to avoild drift and
downwind odor problems.
6. To maximize the value of the nutrients for crop production and
to reduce the potential for pollution, the waste should be
applied to a growing crop or applied not more than 30 days
prior to planting a crop or forages breaking dormancy.
Injecting the waste or disking will conserve nutrients and
reduce odor problems.

Page 2
This plan is based on the waste application method shown above. If
you choose to change methods in the future, you need to revise
this plan. Nutrient levels for different application methods are
not the same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage
requirements should be based on the waste analysis report from
your waste management facility. In some cases you may want to have
plant analysis made, which could allow additional waste to be
applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content
and the crop type. Lime must be applied to maintain pH in the
optimum range for specific crop production.
This waste utilization plan, if carried out, meets the
requirements for compliance with 15A NCAC 2H .0217 adopted by the
Environmental Management Commission.

Page 3
YOUR WASTE iJTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract
Field
Soil
Crop
Yield
Lbs. N
Lbs. N Month to
No.
No.
Type
Code
/Acre
Unit
Acres
Used
Apply
7356
5
F
GOLDS.
Z
1
80.00
400
FEB-MAY
7356
5
F
GOLDS.
Y
1
90.00
5.0
400
DULY-OCT
7356
5
E
GOLDS.
Z
1
80.00
440
FEB-MAY
7356
5
E
GOLDS.
Y
1
80.00
5.5
440
DULY-OCT
7356
5
D
GOLDS.
Z
1
80.00
640
FEB-MAY
7356
5
D
GOLDS.
Y
1
80.00
8.0
640
N%Y-OCT
9858
1
A
WAGR.
K
N/A
50.00
217.5
S-APRIL
9858
1
A
WAGRA.
C
5.5
50.00
4.4
1196.
MAR-OCT
9858
1
B
WAGRA.
K
N/A
50.00
378
S-APRIL
9858
1
B
WAGRA.
C
5.5
50.00
7.6
2079
MAR-OCT
9858
1
C
WAGRA.
K
N/A
50.00
289
S-APRIL
9858
1
C
WAGRA.
C
5.5
50.00
5.8
1589.
MAR-OCT
9858
1
D
ORANG.
K
N/A
50.00
161.5
S-APRIL
9858
1
D
ORANG.
C
6.3
50.00
3.2
1017.
MAR-OCT
9858
1
E
ORANG.
K
N/A
50.00
150.5
S-APRIL
9858
1
E
ORANG.
C
6.3
50.00
3.0
948.1
MAR-OCT
9858
1
F
ORANG.
K
N/A
50.00
103
S-APRIL
9858
1
F
ORANG.
C
6.3
50.00
2.1
648.9
MAR-OCT
9858
2
A
NORF.
K
N/A
50.00
248.5
S-APRIL
9858
2
A
NORF.
C
6.1
50.00
5.0
1515.
MAR-OCT
9858
2
B
NORF.
K
N/A
50.00
215.5
S-APRIL
9858
2
B
NORF.
C
6.1
50.00
4.3
1314.
MAR-OCT
9858
2
C
NORF.
K
N/A
50.00
160
S-APRIL
9858
2
C
NORF.
C
6.1
50.00
3.2
976
MAR-OCT
9858
3
A
NORF.
K
N/A
50.00
164.5
S-APRIL
9858
3
A
NORF.
C
6.1
50.00
3.3
1003.
MAR-OCT
9858
3
B
NORF.
-K
N/A
50.00
105
S-APRIL
9858
3
B
NORF.
C
6.1
50.00
2.1
640.5
MAR-OCT
7356
5
A
GOLDSB.
Z
1
80.00
1600FEB-MAY
7356
5
A
GOLDSB.
Y
1
80.00
20.0
1600JULY-OCT
7356
5
B
GOLDSB.
Z
1
80.00
160CFEB-MAY
7356
5
B
GOLDSB.
Y
1
80.00
20.0
160t3NLY_OCT__
7356
5
C
GOLDSB.
Z
1
80.00
1600FEB-_MAY
7356
5
C
GOLDSB.
Y
1
80.00
20.0
1600jULy-OCT
Total
122.4
27660
Available
Nitrogen
(includes commercial)
26000
Surplus Or Deficit
-1660
Crop codes: Crop -unit
A=Barley-bu.
B=Bermudagrass(graze)-tons
C=Bermudagrass(hay)-tons
D=Corn(grain)-bu.
E=Corn(silage)-tons
F=Cotton-lbs. lint
G=Fescue(graze)-tons
H=Fescue(hay)-tons
I=Oats-bu.
J=Rye-bu.
K=Small grain(graze) -acre
L=Small grain(hay) -acre
M=Sorghum(grain)-cwt.
W=Wheat-bu .
Y=Fall Vegetables
Z=Sorinq Vegetables
O=Soybeans-bu.
R=Matua(graze)-tons
U=Millet (g- aze) --tons
Applying the above amount of waste is a big job. You should plan

Page 4
management plan that addresses all nutrients. This plan only
addresses nitrogen.
In interplanted fields (i.e. small grain, etc, interseeded in
bermudagrass), forage must be removed through grazing, hay and/or
silage. Where grazing, plants should be grazed when they reach a
height of six to nine inches. Cattle should be removed when plants
are grazed to a height of four inches_ In fields where small c1rain
etc, 1s to be removed for hay or silage, care should be exercised
not to to let small drain to reach maturity, especially late in
the season (i.e. April or May). Shading may result if small grain
gets too high and this will definitely interfere with stand of
bermudagrass. This loss of stand will result in reduced yields and
less nitrogen being utilized. Rather than cutting small grain for
hay or silage just before heading as is the normal situation, you
are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the
season, depending on time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September
or early October. Drilling is recommended over broadcasting.
Bermudagrass should be grazed or mowed to a height of about two
inches before drilling for best results.
Caution must be exercised in grazing or haying summer annuals
under stressed conditions. Nitrate poisoning may occur in
livestock. Sampling forage or hay for nitrate levels is
recommended.
Acres shown in the tables are considered to be the usable acres
excluding required buffers , filter strips along ditches, odd
areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total,
acres in the field listed may, and most likely will -be, more than
the acres shown in the tables.
See attached map showing the fields to be used for the utilization
of animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provision for periodic
land application of sludge at agronomic rates. The sludge will be
nutrient rich and will require precautionary measures to prevent
over application of nutrients or other elements. Your production
facility will produce approximately 4100 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years, you will have approximately
20500 lbs. of PAN to utilize. assuming you apply this PAN to
hybrid bermudagrass hayland at the rate of 300 lbs. of nitrogen
per acre, you will need 68 acres of land. If you apply the
sludge to corn at the rate of 125 lbs. of nitrogen per acre, you
will need 1.64 acres of land. Please be aware that these are
only estimates of the PAN and land needed. Actual requirements
could vary by 25% depending on your sludge waste analysis, soil
types, realistic yields, and application methods.

Page 5
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate
of the soil at the time of irrigation such that runoff or ponding
occurs. This rate is limited by initial soil moisture content,
soil structure, soil texture, water droplet size, and orcjanic
solids. The application amount should not exceed the available
water holding capacity of the soil at the time of irrigation nor
should the plant available nitrogen applied exceed the nitrogen
needs of the crop.
If surface irrigation is the method of land application for this
plan, it is the responsibility of the producer and irrigation
designer to ensure that an irrigation system is installed to
properly irrigate the acres shown in tables. Failure to apply the
recommended rates and amounts of nitrogen shown in the table may
make this plan invalid.
The following table is provided as a guide for establishing
application rates and amounts.
Applic
Applic
Tract
Field
Soil
Rate
Amount
No.
No.
Type
Crop
(in/hr)
(inches)
7356
5
GOLDS
VEGET.
0.4
<1.0
58
1
Ain AG A.A.
CB SG
0.6
0.96
858
1
O G.
CB SG
0.5
<1.0
9858
2,3
OR .�
CB SG
0.5
<1.0
This is the maximum application amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. In many situations the application amount shown cannot be
applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
conditions.
Your facility is designed for 180 days of temporary storage and
the temporary storage must be removed on the average of once every
6 months. In no instances should the volume of the waste be stored
in your structure be within the 25 year 24 hour storm storage or

Page 6 ,
one foot of freeboard except in the event of the 25 year 24 hour
storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply
i the correct rates to the acres shown n the tables. Failure to
apply the recommended rates and amounts of nitrogen shown in the
tables may make this plan invalid.
Call your technical specialist after you receive the waste
analysis report for assistance in determining the amount of waste
per acre and the proper application rate prior to applying the
waste.
NARRATIVE OF OPERATION
UP AMENDED TO SHOW VEGETABLE CROPS TO BE IRRIGATED ON TRACT
7356

Page 7
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: FARM 2139
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of
the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
North Carolina Division of Water Quality (NCDWQ) before the new
animals are stocked. I (we) also understand that there must be no
discharge of animal waste from this system to the surface waters
of the state from a storm event less severe than the 25-year, 24--
hour storm. The approved plan will be filed on -site at the farm
office and at the office of the local Soil and Water Conservation
District and will be available for review by NCDWQ upon request.
Name of Facility Owner: CARROLL'S FOODS, INC_
(Please print)
Signature:
Date:
Name of Mana er(If dif Brent firom owner):
n �
Signature C -= - /r- ,r am _ Date: 1.Ir
Name of Person Preparing Plan: Howard Hobson
(Please print:)
Affiliation: Carroll's Foods, Inc. Phone: [phone]
Address: P O Drawer 855
Warsaw, NC 28398
Signature:_ 6_2,ra d Date:_,,.21i0(% r!

Page 8
EXHIBIT A-6
MRCS, NC
DUNE, 1996
WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by
runoff, drift, manmade conveyances, direct application, or direct
discharge during operation of land application. Any discharge
of waste which reaches surface water 1s prohibited.
2. There must be documentation in the design folder that the producer
either owns or has a notarized agreement for use of adequate land
on which to properly apply the waste. If the producer does not own
adequate land to properly dispose of waste, he/she shall provide a
copy of a notarized agreement with a landowner who is within a
reasonable proximity, allowing him/her the use of the land for
waste application. It is the responsibility of the owner of the
facility to secure an update of the Waste Utilization Plan when
there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen
needs for realistic crop yields based on soil type, available
moisture, historical data, climate conditions, and level of
management, unless there are regulations that restrict the rate
of application for other nutrients. Actual yields may be used in
lieu of realistic yield tables at the discretation of the planner.
4. Animal waste shall be applied on land eroding less than 5 tons per
acre per year. Waste may be applied to land that is eroding at more
than 5 tons but less than 10 tons per acre per year providing grass
filter strips are installed where runoff leaves the field.
(See FOTG Standard 393-Filter Strips)
5. Odors can be reduced by injecting the waste of disking after waste
application. Waste should not be applied when there is danger of
drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding,
it will be soil incorporated on conventionally tilled cropland.
When applied to conservation tilled crops or grassland, the waste
may be broadcast provided the application does not occur during
a season prone to flooding. (See "Weather and Climate in North
Carolina" for guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur offsite or to
surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order
to control odor and flies.
S. Animal waste shall not be applied to saturated soils, during
rainfall events, or when the surface is frozen.
9. Animal waste should applied to saturated soils, during rainfall
events, or when the surface is frozen.
10. Waste nutrients shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste
nutrient loading rates on these soils should be held to a minimum
and a suitable winter cover crop planted to take up released
nutrients. Waste shall not be applied more than 30 days prior
to planting of a crop or forages breaking dormancy.

Page 9
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component
of a swine farm shall be at least 50 feet from any residential
property boundary and from any perennial stream or river other
than an irrigation ditch or canal.. Animal waste other than
swine waste from facilities sited on or after 10/1/95, shall
not be applied closer than 25 feet to surface water. This
distance may be reduced for waters that are not perennial pro-
vided adequate vegetative filter strips are present (See
Standard 393 - Filter Strips).
12. Animal waste shall not be applied closer than 100 feet from wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those awned by landowner.
14. Waste shall be applied in a manner not to reach other property
and public right-of-ways.
15. Animals waste shall not be discharged into surface waters,
drainageways or wetlands by a discharge or by over spraying.
Animal waste may be applied to prior converted cropland provided
it has been approved as a land applications site by a "technical
specialist". Animal waste applied on grassed waterways shall
be at agronomic rates and in a manner that causes no runoff or
drift from the site.
16. Domestic and industrial waste from washdown facilities, showers,
toilets, sinks, etc., shall not be discharged into the animal
waste management system.
17. A protective cover of appropriate vegetation will be established
on all disturbed areas (lagoon embankments, berms, pipe runs,
etc.). Areas shll be fenced, as necessary, to protect the .
vegetation. Vegetation such as trees, shrubs, and other woody
species, etc. are limited to areas where considered appropriate.
Lagoon areas should be kept mowed and accessible. Lagoon berms
and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
18. if animal production at the facility is terminated, the owner
is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge,
pollution and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should
be inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should be kept
on site.
20. Animal waste can be used in a rotation that includes vegetables
and other crops for direct human consumption. However, if
animal waste is used on crops for direct human consumption
it should only be applied preplant with no further applications
of animal waste during the crop season.
21. Highly visible permanent markers shall be installed to mark the
top and bottom elevations of the temporary storage (pumping
volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A
marker will be required to mark the maximum storage volume
for waste storage ponds.
22. Soil tests shall be made every two years and a liquid waste
analysis be taken at least twice each year consistent with
waste utilization plan• Poultry litter shall be tested prior
to apelication. Soil and waste analysis records shall be kept
for five years.
23. Dead animals will be disposed of in a manner that meets North
Carolina regulations.

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EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ ylo-- -154, /s-/i
EMERGENCY MANAGEMENT SYSTEM 21
SWCD 9io
NRCS - 9 L - 63
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for
all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible, Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C: Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D: Leakage from flush systems. Douses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump_
c. MMake sure no siphon occurs.
d. Stop all flow's in the house. flush systems, or solid separators.
December 18. 1996.

e. Repair ail leaps prior to restarting pumps.
E: Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks- possible action:
a. Dig a small sump or ditch away from the embankment to catch all seepage,
put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and Iagoon
bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
L Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger {either on or off of the property}?
h. How much reached surface waters?
3: Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality)
regional office: Phone - - After hours, emergency number. 9I9-733-3942.
Your phone call should include: your name, facility, telephone number, the details
of the incident from item 2 above, the exact location of the facility, the Iocation or
direction of movement of the spill, weather and wind conditions. The corrective
measures that have been under taken, and the seriousness of the situation.
b. If spill leaves. property or enters surface waters, call local EMS Phone number -
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - , local SWCD office phone number
and local MRCS office for advice/technical assistance phone number - -
4: If none of the above works call 911 or the Sheriffs Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5: Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a_ Contractors Name: A)el
b_ Contractors .address: L[/ x '-
c. Contractors Phone: !O 5 a - 5 OS
2 December 18, 1996

Storage tank or basin Partial microbial decomposition I 1 Bottom or midlevel loading
surface Mixing while filling (1 Tank covers
Agitation when emptying (1 aasin surface mats of solids
(1 Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition (► Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying f 1 Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading ( ) Soil injection of slurry/sludges
spreader outlets Volatile gas emissions ( I Wash residual manure from spreader after use
( ) Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying (} Soil infection of slurrytsludges
or sludge on fieid surfaces { 1 Soil incorporation within " hours
{ I Spread in thin uniform layers for rapid drying
(1 Proven biological additives or oxidants
Head animals Carcass decomposition Proper disposition of carcasses
Dead animal disposal Carcass decomposition I 1 Complete covenng of carcasses in burial pits
pits ( 1 Proper location/construction of disposal pits
Incinerators Incomplete combustion ( ) Secondary stack burners
Standing water around Improper drainage VGrede and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poarly maintained access roads (i Farm access road maintenance
roads from farm access
Additional Information: Available From:
Swine Manure Management; 0200 Rule18fMP Packet
NCSU-County Extension Center
Swine Production Form Potential odor Sources and Remedies, EBAE Fact Sheet
NCSU-SAE
Swine Production Facility Manure Management: Pit Recherge—Lagoon Treatment; EBAE 128-S8
NCSU-BAE
Swine Production Facility Manure Management: Underfloor FfUsa—lagoon Treatment; EBAE 129-88
NCSU-BAE
Lagoon Desig and (Management for Livestock Manure Treatment and Storage; EBAE 103-83
NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU-SAE
Controlling Odors from Swine Buildings; PIH-33
NCSU-Swine Extension
Environmental Assurenc Program: NPPC Manual
NC Park Produces Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conforenca Proceedings Florida Cooperative Extansion
The issues checked ( ) pertain to this operation. The landownerlintegrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices Have been reviewed with me.
(Landowner Signature) 4
AMOC--November 1 1 , 1996

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids Flush system is designed and operated
sufficiently to remove accumulated
soilds from gutters as designed.
(4amove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids M Maintain lagoons, sertfing basins end
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than &S inches over more than
30% of surface.
Excessive Vegetative Decaying vegetation [Wlaintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(l]ry Systems)
Feeders Feed Spillage (I Design, operate and maintain food systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
(I Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of food residues ( I Reduce moisture accumulation within and araund
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes O Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
[) Maintain fence rows and filter strips around animal
holding areas to minimize. accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed),
AMIC--November 11, 1996

r."-.
Mortality Management Methods
(check which method(s) are being implemented)
❑. Burial three feet beneath the surface of the ground within 24 Fours after
knowledge of the death_ The burial must be at least 300 feet from any flowing
strearn or public body of water.
CB' Rendezing at a rendering plant licensed under G.S. 106-168.7
❑ Complete incineration
❑ In the case of dead poultry only, placing in a disposal pit of a six and design
approved by the Department of Agncul=e
❑ Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
Dcccmber 18, 1996

6: Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a- Name: a'oar-d I • 1116s0a
b. Phone: 9 v - 3 -3 3
7: Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste management plan to
keep problems with release of wastes from happening again.
3 December 18, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production ONagetative or wooded buffers;
(.f Recommended best management
practices;
(.YGood judgment and common sense
Animal body surfaces Dirty manure -covered animals w6} y floors
Floor surfaces
Wet manure -covered floors
( S//lotted floors;
[,YWaterers located over slotted floors;
(y readers at high and of solid floors;
(,'Scrape manure buildup from floors;
( ) Underfloor ventilation for drying
Manure collection pits
Urine
(frequent manure removal by flush,pit
tacharge.or scrape
Parital micorbial decomposition
[ i Underfloor ventilation
Ventilation exhaust fans
Volatile gases;
k,]'Fan maintenance;
Dust
(r-fficient air movement
Indoor surfaces
Dust
vwashdown between groups of animals
(T�fead additives;
(-rFFeeder covers;
(✓need delivery downspout extenders to
feeder covers
Flush tanks
Agitation of recycled lagoon
(] Flush tank covers
liquid whiles tanks are filling
l ] Extend fill lines to near bottom of
tanks with anti -siphon vents
Rush allays
Agitation during wastewater
{ ] Underfloor flush with underfloor
conveyanance
ventilation
Pit recharge points
Agitation of recycled lagoon
(j Extend rechard lines to near bottom of
liquid while pits are filling
pits with anti -siphon vents
Lift stations
Agitation during sump tank filling
(] Sump tank covers
and drawdown
Outside drain collection
Agitation during wastewater
{ } Box covers
or junction boxes
conveyance
End of drainpipes at lagoon
Agitation during wastewater
[ } Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions l T Proper lagoon liquid capacity
Biological mixing M/Correct lagoon startup procedures
Agitation (Minimum surface area-w-volume ratio
(Minimum agitation when pumping
(I Mechanical aeration
(1 Proven biological additives
Irrigation sprinkler nozzles High pressure agitation
Wind draft
AMOC--November 11, 1996
gate on dry days with little or no wind
minimum recommended operation pressure
(UVump intake near lagoon liquid surface
I I Pump from second -stage lagoon

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"8PO�C --

State of Worth Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Govemor
Bill Holman, Secretary
Kerr T. Stevens, Director
December 9, 1999
Carroll's Realty Partnership
Carrolls Farm #2539
PO Box 856
Warsaw NC 28398
Attn: Howard Hobson
A&A
NCDENR
NORTH CAROLINA Di PARYME r of
ENVIRONMENT AND NATURAL RESOURCES
Subject: Application No. AWS820465
Additional Information Request
Carroll Farm #2539
Animal Waste Operation
Sampson County
Dear Howard Hobson:
The Non -Discharge Permitting Unit has completed a preliminary engineering review of the subject
application. Additional information is required before we can continue our review. Please address the
following by January 8, 2000:
This facility is currently permitted for an innovative animal waste management system.
Please inform the Division in writing as to the status of the innovative animal waste
management system and whether the treatment units have been properly closed or are to
be properly closed. If the system units are to be maintained at this site, please provide a
maintenance plan for the innovative system.
2. Your Waste Utilization Plan (WUP) shows that animal waste is to be applied to vegetable
crops. The Swine Waste Operation General Permit has a condition which states .
"Application of animal waste onto land which is used to grow crops for direct human
consumption shall not occur following the planting of the crop or at any time during the
growing season. Application of animal wastes shall not occur within 30 days of the .
harvesting of fiber and food crops for direct human consumption that undergo further
processing." Please verify that your WUP, as written, will meet this condition, or have
your WUP revised if necessary. In addition your WUP must specify what vegetable
crops will be grown as Nitrogen application amounts will vary depending on the crop.
Please note that all WUP revisions must be signed and dated by both the owner and the technical
specialist. Please reference the subject permit application number when providing the requested
information. All information should be signed, sealed, and submitted in duplicate to my attention at the
address below. The information requested by this letter, must be submitted on or before January 8, 2000
or the Division will return your application as incomplete in accordance with 15A N.C.A.C. 2H .0200
and your facility will be considered to be operating without a permit.
1617 Mail Service Center, Raleigh NC 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Atiirmative Action Employer 50%4 recycled/ 10% post -consumer paper

Application No. 82-0465
Carroils Farm #2539
Page 2
Please be advised that operation of the subject animal waste management system without a valid permit
is a violation of North Carolina General Statute 143-215.1 and will subject you to the enforcement
authority of the Environmental Management Commission.
If you have any questions regarding this request, please call me at [phone], extension 502.
Sincerely,
1
ue Homewood
Environmental Engineer
Non -Discharge Permitting Unit
cc: Fayetteville Regional Office, Water Quality
Permit File

State of North- Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
February 29, 2000
Carroll's Realty Partnership
Carrolls Farm #2539
PO Fox 956 .
Warsaw NC 28399
Attn. Howard Hobson
� a �
NCDENR
NORTH CAROt.INA DEPARTMENT OF
ENVIRONMENT AND NATuRAL RESOURCES
Subject Application No. AWS820465
Additional Information Request
Carrolls Farm #2539
Animal Waste Operation
Sampson County
Dear Howard Hobson:
The Non -Discharge Permitting Unit has completed a preliminary engineering review of the subject application. Additional
information is required before we can continue our review. Please address the following by March 30, 2000:
You have recently informed me that animal waste applied to vegetable crops will be done prior to crop
planting as required by the Swine Waste Operation General Permit_ Please have a statement to this affect
written into the "Month to Apply" column of the Waste Utilization Plan (WUP) and/or the narrative of the
WUP.
2. You have recently informed me that the lagoon previously utilized for an innovative animal waste system
will not be used for waste treatment or storage but will be maintained for possible future use. Please submit
the an amendment to the WUP that states you intend to manage the unused lagoon along with calculations
showing the estimated nitrogen concentration (how it affects the nitrogen balance at the facility), plans for
irrigating from this lagoon, rainfall amounts, etc.
Please note that all WUP re--isions must be signed and dated by both the owner and the technical specialist. Please
reference the subject permit application number when providing the requested information. All information should be signed,
sealed, and submitted in duplicate to my attention at the address below. The information requested by this letter, must be
submitted on or before March 30, 2000 or the Division will return your application as incomplete in accordance with 15A
N.C.A.C. 2H .0200 and your facility will be considered to be operating without a permit.
Please be advised that operation of the subject animal waste management system without a valid permit is a violation of North
Carolina General Statute 143-215.1 and will subject you to the enforcement authority of the Environmental Management
Commission.
If you have any questions reaardina this request, please call me at [phone], extension 502.
erely,
Homewood N,
Environmental Engineer
Non -Discharge Permitting Unit
cc: Fayetteville Regional Office, Water Quality
Permit File V
1617 Mail Service Center, Raleigh NC 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10%P post -consumer paper

CARROLL'S FOODS, INC.
P. Q. Drawer 856
WARSAW, NORTH CAROLINA 28398
March 21, 2000
Sue Homewood
NCDENR, DWQ
Non -Discharge Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Subject: Additional Information for Carroll's Farm #2539, Facility No. 82465
Dear Sue:
In response to your letter dated February 29, 2000 I am including the following information:
Item 1. Please find attached a copy of the current Narrative of Operation for the subject farm.
This is our normal procedure for the few vegetable crops we spray on and is now
incorporated into our narrative_
Item 2. As noted, this lagoon is not currently being utilized for waste treatment. We have
several proposals from companies wanting to test new products. We have chosen to let this
lagoon remain out of the waste loop temporarily. At some point we plan to utilize it in our
waste treatment system. The capacity of this lagoon is approximately 85,613 cubic feet. Our
present O & M plan is to by-pass this lagoon for waste treatment and permit excess rainwater
to flow into the original anaerobic waste treatment lagoon. From this point on, the CAWMP
is followed. I do not have a waste analysis due to the fact that no fresh waste is being
processed and our land treatment is based upon the analysis of the original lagoon.
If you have questions regarding this reply, please call me at 910 293-3434, ext. 471.
Sincerely,
Howard L. Hobson, Technical Specialist
Carroll's Foods, Inc.
Attachment
Cc: Don Butler
David Nordin

` r Copy
Page 7
one foot of freeboard except in the event of the 25 year 24 hour
storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply
the correct rates to the acres shown in the tables. Failure to
apply the recommended rates and amounts of nitrogen shown in the
tables may make this plan invalid.
Call your technical specialist after you receive the waste
analysis report for assistance in determining the amount of waste -
per acre and the proper application rate prior to applying the
waste.
NARRATIVE OF OPERATION
WUP AMENDED TO SHOW VEGETABLE CROPS TO BE IRRIGATED ON TRACT
7356-THE ACRES IN FIELD #5 HAVE BEEN DIVIDED BY 2 IN ORDER TO
SHOW ONE H.ALF APPLICATION OF N PER YEAR. THE ACRES ARE COMPUTED
BUT NOT SHOWN ON THE P IN ORDER TO SHOW CORRECT ACRES AT THE
BOTTOM OF PAGE. THIS IS ONLY FOR THE WHEAT CROP.
WASTE WILL ONLY BE APPLIED PREPLA T FOR VEGETABLE CROPS WITH NO
FURTHER APPLICATIONS OF ANIMAL WASTE DURING THE CROP SEASON.
CAP-Ro L. s -PA grA ti-- -2. S 3 3
F'Ac- �- ez -4�,s
3%lzz,a Q
�ect-tP4,,C- (- s c t•at-t sT
r

7
1_�
State of north Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
' Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
M ANIINIAL WASTE OPERATIONS
1. GENERAL INFORM ATION:
1. Farrn's name: _ ���Cra ii�S-y©c�S, T_nC,—
2. Prig, Owners or 5ianing Official's name and title (person legally responsible for the operation and its compliance):
.- P _ } P Pe p
C0.�I 1 ' od s Inc , . . T -t
' 3. Nla:linf address: . O. p $$ZD
State: zip: Z�3i8
1 Telephone Number. { 0110—
Latitu:_:.� of Farm (if known)
� rn
Lo:atjen (be as specific as possible including road na...tes, directions, milepost, etc.)- ¢ s�
�ne �irW ^.Ir .`Zi21gni a.16fr%16'Vutn-i.P1., /•l. n.►10 eaez + -r,- v2 1?4t'' u rzr,
A+rt� SCZ 1°[ot ��. ! 5-� 1 t�3t'l �{4r��, C�io=_bC_aS a'
n.or_t
'
-
E-
Please s t if this is 2 cenpam-. conuact or ind aend,..,c C-ow•_,.
7.
Prnt tt aa_me of the company or contrast name (if 2vpiicable): CAYV'Ol�� rOb�S� Mac.
S_
Print M_- .2Ee: s name (if applicable): J?>b6 tACLeO,A_ r AQLV1 Qa
N /A -
9_
Print j.e;;ee•s name 6 applicab]:l: �
_
10.
Appli:nnor,. Date:
I].
Co>r;^.r:wh;:e a.-tinal`acility is located: SAw1OP!n
I'_.
Countyties} ";zero tit: anin3a] waste application fields are Ia_ated: +�1
IL
PERMIT INFORMATION:
1.
Appli.ztien No. twill be completed by DEM):
2.
Spr:in- whether project is: new; renewal`; modification; knew but existin;"
I'l i his application is being submitted as a result of a renew-aI or modification to an existing penrut, list the existing
p:<mit number t'nd its issue date
If this is a new pe.;rat for an cxistinz facility, some of the questions/provisions may be inappropriate. Please
'
comiiplvt, as best as possible.
:.
Has this facility previously been approved by regulation 15.E N CAC 2H .0217 as a "deemed pern "tted non discharge
b mow+ Cerii; cd facility-? f yes: ;ti4 9ec�i5�x'�• t,�� -
'
=.
PJes. , list the name of the technical specialist who ceritied the plan:
IORNI: ANVO I2/95 Pace I of 16

'II. THIS APPLICATION PACKAGE NVILL NOT BE ACCEPTED BY THE DIVISION OF
ENVIRONMENTAL MANAGEMENT UNLESS ALL OF THE APPLICABLE ITEMS
LISTED BEI-08V ARE INCLUDED WITH THE SUBMITTAL
�. One original and four copies of the completed and appropria[ely executed application form.
b. Five sets of detailed plans and specifications signed and sealed by a North Carolina Professional Engineer. The plans must include
'a general location map, a topographic map, a site map which indicates where borings or hand auger samples were taken, a map
showing the animal waste application field(s), buffers, strucrures. and property lines; along with all wells, surface waters (100-year
flood elevation). and surface drainage features within 500 feet of the animal waste application field(s). Each shee[ of the plans and
�the first page of the specifications must be signed and sealed.
. Five copies of all reports. evaluations, agreements. supporting calculations, etc. trust be submitted as a part of the supporting
documents which are signed and sealed by the North Carolina Professional Engineer. Althouffb certain portions of this required
'submittal must be developed by other professionals, inclusion of these materials under the sicnature and seal of a?tiorth Carolina
Professional Engineer signifies that he has reviewed thi; material and -has jt;dg-d it to be consistent with his proposed design_
Submit a completed land ou-ner's agretment (copy attached) for each tract of land not owned by the perauttee intended for use for
animal waste application.
e. Five sets of the cer dried animal waste management plat. if the facility has one developed and certified.'
�. A water balance showing annual amount of animal waste that will need to be applied and the amount of land necessz-• to receive
the animal waste at the given loading rate. Storage requirements and rainfall amounts must be addressed and�supponing
calculations provided.
For each anima;' waste application field. attach a soil evaluation by a soil scientist which addresses soil color; the depth, soil
texture. st:rucrure of the soils down to a depth of seven feet. thickness and type of restrictive horizons; the presence or absence of a
' seasonal high water table or bedrock within three venical feet of the deepest point of application; hydraulic conductivity in the
most rest, -fictive horizon. pH and cation exchange capacity_ Please include a soil map if available. If the depth to either
groundwater or bedrock is less than three feet, please also attach a demonstration, using predictive calculations or modeling
methods acceptable to the Director of the Division of Environmental Management. that the use of this site will not restilt in the
' comr,vention of classified =oundwater standards as contained in NCAC 2L .0200. In.Dgfggechall,the duration be le- than one
fgQ_r_ This report must be signed by the soil scientist and submitted with application.
For each application field. please attach a project evaluation conducted by an arronorr fist including recomneadations concerning
cover crops and their ability to accept the proposed loading of liquids. solids. nitrogen. phosphorus. heavy metals. salts and any
other contaruriant know to be in the animal waste (This must include any fertilizer, lime, manure and/or other additive which may
be applied to the land in aadition to the anima: wastc listed in this application)_ A part of the ag onomists recommendations must
be a crop ranagement plan_ This plan must determine the crops to be grown on the siteW, when they should be grown and how
they should be harvested and marketed. This report must be signed br the agronomist and subriitted with
application.
Attach a complete chemical analysis of the animal waste. This analysis must be comprehensive enough to completely
characterize the animal waste and completed by a DEM ceniried laboraton,_ If the facility that will generate the animal waste is
not vet in operation. the chWTacterization must be based on si-milar existing facilities and projection based on the npe, and size of
facility. The analysis must include a minimum of the following parameters and any other known and suspected contaminants that
may exist in the animal waste.
Arsenic 'nickel Aluminum pH
' Cadmiun Selenium Ammonia-Mi,-oren Total Phosphorus
Ch'-ornium Zinc Calcium Potassium
Copper Nlagnesi urn Sodium
L°,i Niirate-NiLrme litregen Tf_\
�Sercun cl-c Total Solids Plant Available Nitrogen (by calculation)
(FORM: ANVO 12/95 Page 2 of 16

1
1
Ar�ach a representative soils analysis of each site- The soils analysis shall include the following parameters, along with any other
si_rificant parameter that has been shown to be contained in the residual:
Stand:ard Soil Fenility Test (which includes): pH Phosphorus Potassium
' Acidity Calcium Manganese
Magnesium Zinc Copper
% Hurric Matter Sodium Cation Exchange Capacity
Base Saruration (by calculation)
1 And the following Pollutants: Cadmium lead Nickel
Ik. Proposal for Rroundw•ater monitoring.
1. if required. please provide a signed copy of the 401 wetland certification completed by DEM or appropriate Ietter from DEM
ststin- a 401 is/was not required for this project.
im. Field map requirements (the following must be included for each application field);
a. A vicinity map must be attached. This map must show the location of each field in relation to at Ieast two geographical
' references and a major intersection (numbered roads, named streamsfrivers, etc.).
b. A detailed field location map must be attached delineating both total and buffered acres. This map must be drawn to scale
with topographical contour intervals not exceeding ten feet or 25% of total site relief (whichever is more descriptive) and
Showing the proper-,- lines: all existing wells. 0 surface waters and drainage ways and all dwellings within 500 feet of the
' artimal w•a_ct. application fields: and all buffers. This requirement is not required for renewal applications.
Note: Ti,: buffers listed in Part V, 6. of this application must be maintained.
c. Specify the name of and classification of the closest downslope surface waters (as established by the Environmental
ManaYernem Cor mission) to the animal waste application fteld(s). Use the attached information sheet (Part V111) to obmin
' this information.
n
IFORM: ANVO 12/95
Page 3 of 16

�V. INFOR-MATION Oti WASTE:
l _ ghat tvpe of animal operation is proposed/existing (i.e. swine farrow to finish. dairy cattle. etc):
2_ Maximum animal population projected (number and type of confined animals per cycle, cycles per year, total per year):
1QCQ,ri ,ntlwd 6f_eA, +vo,c o 4fioA�
3_ Volume of liquid waste generated by this project which must be disposed: 30 o00 gallons per day
9001 aOc7. gallons per month
l QW DD, DO O gallons per year
4Is there am other waste stream included with the animal waste? Yes; _Ae!:fAo,
H ves. describe.'What tape of waste, how much, etc. (note: domestic waste shall not be added to animal waste streams): _
5. Is and- dry waste land applied on sites listed in this applicatio. ? Yes; kf N0
If Yes. please complete the following questions:
A. Please list the source of the drn waste:
B_ 'Whai is the volume of d.-, waste anolied"
C. Identifv the nument chara_ienstics of the dry waste_ Pease include a chemical analysis of the dry waste-
D. Are the available numents in the dry waste included i.n The nutrient management program for this facility?
Yes: No /
6. Are any commerzial fenilizers used on the sites listed in this application? Yes: No
If � e:. what and at what rate:
1 . DESIGN INFORMATION
' 1. Provide a brief listing of the components of the waste management system. including dimensions, capacities. and detention
times of tanks. pumping facilities. high water alarms. filters. ponds. lagoons, etc.:
E E ATTAC R nA E �JT 5
FORM: A WO 12/95 Page 4 of 16

' 2. La_ oon Design: (Please complete if facility" has an existing or proposed lagoon for operation. Attach a separate page of
this question ? for each additional lagoon): p„d w►�1 Wec+10"-'
a. Speci€ - the storage volume required by the water balance:l Gallons: days (required in Pan IIl,f):
' b. Total volume of lagoon provided: Lfl gallons:
l.s excess s Pyc)& t�t b loial"IX .p{acess " ai it 1�-Aiscl,�cr
I . Volume for sludge storage: gallon . K,%a tsarea
2. Volume for design treatment: _ _ , 32 gallons:
3. Volume for wastewater storage: Lo 4 O BB gallons;
S �cc +want Ea.a11�k. iLi� t C"eX `a•� -tp �tsj1 �^'y� la a*%%
Nov" many days storact does this provide. days;'a%% cLA 1\gsJgde�{e �t``e� rgp2Li•
' NOTE: A storage time of six months is recommended.
How many acre-feet is the surface area of the lagoon: " acre-feet
' c. What is the height of thy dikelembankment at its highest point?
NOTE: If the dike/embankment is over IS feet high and impounds over 10 acre feet of waste, a penait for ddce
construction must be obtained as required by the Nonh Carolina Dam Safety Law through the Division of Land
' Quality.
d, «-het is the rainfall amount for the 25 year, 24 hour storm in the facility area: %O incbes:
' Please provide data showinc, this.
00.1t° '. &C.eSS o✓er"la-z'
e. i h-i is the design freeboard for the lagoon: 1.0 feet: �r&%L ne.apbnd i6 e.4St* A5 kciEpovt.
'(freeboard is calculated as one foot plus the height of the 25 year. 24 hour storm amount)
f. Is the 12goon lined? Yes No. 9611"r6: 3�}wui t-1D��
co-tidq+
Ii yes. Please describe the line.Se. matenal used. etc.:
' Doe= the liner meet the Division's requirement of 1.0 x 10-6 cmisecond permeability rate? Y Yes No.
Please list the lagoon's finer permeability rate: < 1,0 XI C) " cm/second
' _ - 1-k-hat measures are being taken to protect the integrity of the lagoon dikes (i.e. vegetation. fences to keep out animals,
etc.): GL✓ti m ,
h. Please include all design plans, specifications and calculations on lagoon de;i«n as required by Part III.b. and Part
IlLb, of this application.
' 3. Narne of closest do ynslope surface waters from the treatment Iagoon: 1'vl t k k S
' 4. Classification of waters listed in 3 above: (as established by the EnAronmental Manabernent
Commission g specified in Part VIII of this application - This classification must be provided by the appropriate Regional
Office prior 10 the subrrvttal of the application)-
' 5. If a power failure at the facility could impact waters classified as WS, SA. B, or SB, describe which of the measures are
being inpiemented to prevent such impact. as required in I5A NCAC 2H .0219:
NLA
FORM: A NVO 1219- Page 5 of 16

I
6. The animal waste mana,-ernent system must conform to the following buffers* (and all other applicable buffers as defined
in ISA NCAC 2H .0219 0)(5)). A waste management system includes the animal confinement areas, treatment la.-oons,
animal ua;te applicadon fieids. and any other area used in the production of the animals:
a) 400 feet between a waste management system and E_ny residence under separate ownership, public use area, church,
picnic area. etc..
b) 100 feet between the waste management system and any private or public water supply source;
c) I00 feet between the waste management system and any streams classified as WS or B, any waters classified as SA or
SB and any other stream. canal, marsh, coastal waters, lake or impoundment;
d) 50 feet between the waste management system excludir.0 application fields and property lines;
e) 150 feet between any outer boundary of the animal waste application fields to any property boundary;
The following buffers became effective on October 1, 1995 and apply to any new cw (defined as any swine farm
whose operations were sited on or after October 1, 1995 and includes modifications of existing facilities and new bouses on
existir.r farms) as ratified in Chapter 420 of the General Assembly of Forth Carolina 1995 Session . Any more restrictive
buffer listed below takes precedent over buffers listed in 15A NCAC 2H .0219 0)(5):
f) 1500 feet between the waste management system and any occupied residence,
r) 2 _�00 feet between the waste management system and any school, hospital or church,
h) 100 feet between the waste management system and any property boundary,
i) 50 feet from any outer boundLn of the animal waste application fields for the waste management system to any
perennial stream or river. other than an irigation ditcb or canal.
7. If anv of the buffers specified in No. 6 above are Il.4I proposed to be met, please explain bow the proposed buffers will
provid_ t2uat or bener protection of the waters of the State with no increased potential for nuisance conditions:
S. Are any components o the waste management system a_nd animal waste application fields located in the ]OD -year flood
plain" 1 es:'�o. -
If 1'es. i;:;:fly des:rsbe the pratective measures being taken to protect against flooaing.
' 9. Are any animal waste application fields located in wetland areas? Yes: ✓No.
If Yes_ describe the actions taken to protect these wetlands and provide a copy of the 401 certification approving the use of
the wedl;nd or a copy of the letter from DClvf stating a 401 certification was not required. .
FORM: ANVO 12/95) Page 6 of 16

' VI. AtiI'11AL WASTE APPLICATION FIELD INFORMATION
1. HDw rnxiv acres :re provided for animal waste application? Ji� acres
2. Please p:ovidt a soil analysis for each animal waste application field as required by Part Ill;}.
3. Specifz- the hydraulic loading rate recomrendat on, as determined by the sail scientist (required in Part 111,gj:
�. O.3T inches per hour; L • J� inches per week; 2-1 incbes per year
Specifv the hydraulic loading rate that will occur on the ani.-nal Waste application fields:
inches per hour; t - D inches per week: _ l� inches per year
5_ is the design hydraulic loading, rate different from the soil scientist recommendation listed in number 3 above?
r
Z'es: No: If ves, please explain:_ S5 11nciyn
' 6. Sped:;, tl't acres availablc fcr the land application of.;t r nil waste: � C7 acres
7_ 'What is the amount or plant available nitroern from the arjrrial waste (required in Pan I11.i.) .� Ibs/g,allon
8_ ''hat is the amount of total phosphorus available from the animal waste (required in Part 111.0 — lbs/sallon
9. Base& ca the above information. what's the limiting, factor for the listed sites (hydraulic or nutrients)?
10. Applic_tion information.
a. )i7t2t =3ps will be crown on these fields? Please provide a separate list of fields and crops for each.
b. Whrn will the application occur? (time of year, season)
C. Please ror„plete the table below-:
Ani-_.-:I NV2zzie Ciilization
The following information can be provided by the N-RCS or N.C. State Agriculture Extension Sert•ice Data Tables.
J
I. AmDem of Waste produced per year:
animals x ' waste per animal per year = q 'fl) total waste produced per year
2. Amount of Plant Available .'nitro=en produced per year (if existinv, facility, use value from VI.7 to calculate);
animals x lbs Nitrogen per animal per year = 19 95D lbs per year available Nitrogen
3. Field and Crop information t f1cq f aA
Trex}WA-f s o f e-+
i 1 Cr= Poun c 1 der Acre Application Areal acres) Poundc N ps:d
not
Total Acres : Total Pounds
Available Nitrogen (listed in 2 above) _
Surplus or Deficit
3. Do the crops and the acreage listed in the table u_e enough nitrocen to remove the nutrients applied by the animal
etch year" Yes: No
FORM: ANi"O 12/95 Page 7 of 16

I I. Please describe how the animal waste will be land appliwd (type of systern. traveling gun. permanent lints. etc_), Be �
specific.
A -{7M'JP-1' 2_SU hax(d Inane fee_I LLZCJ _
12. Please provide plans and specifications. piping diagrams, etc. for the system listed above.
13. The treatment and animal waste application facilities must be posted and secured in some fashion to prevent unauthorized
entry. Briefly describe the measures being taken:
D
14. %Vhat is the maximum application rate of the application syste n listed above?, d :�hi (please include units)
15. Are any of the animal waste application fields in this application under -drained by drain tiles or other
means" Yes 1f No.
If Yes. pl.a>e describe where the drains are located. what si,:-face raters they drain to. how deep arc the. Iocated from the
' surface of the Iand. and include any other pertinent info. —mation needed.
' V'II. THE FOLLOWING FIELDS ARE TO BE USED FOR A'NIMAL WASTE APPLICATION
UNDER THIS PERMIT APPLICATIO\ [PLEASE ATTACH MAP(S),SEE PART III.m.]:
Application Area jacres] Maximum slops
eIJ "�n counry v' a -ze: x^ c) { r e )
�R E ?�MAC M Ct1JTS
Note: if more than ten (101 fields are to be covered by this application. please attach a form listing all of the fields zen&
«ith the information listed in Pan 111.rn.
a
FORM: A«VO 12/95 Page 8 of 16

1
'r'III. Surface 'Water Classification. This form must be completed by the appropriate DEhI
regional office and included as a part of the project submittal information.
INSTRUCTION'S TO INC PROFESSIONALS:
The classification of the 8ownslope surface waters (the surface waters that any overflow from the facility would flow toward)
in which this animal waste management system w•ilI be consmicted must be determined by the'appropriate DEM regional
1 office. Therefore, you are required, prior to submittal of the application package, to submit this, form, with items
l through 7 compleied, io the appropriate Division of Environmental Management Regional Water Quality Supervisor (see
pane S of 8). At a minimum. you must include an 8.5" by 11" copy of the portion of a 7.3 minute USGS Topographic Map
w-htch shows the location of this animal waste application sysiem and the downslope surface waters in which they will be
located. identify the closest downslope surface waters on the amched map copy. Once the regional office has
completed the classification, reincorporate this romp)eted page and the topographic map into the
complete application foram and submit the application package.
' 1. Fzrn N ante:
?. San, e g complete address of engineering firm:
Telephone number: i )
3. Na.me of closest downslope st:rface waters:
4. Couniy(ies) where the animal waste management system and su,f3.e waters are located:
S ;.far name and date:
' b. NC Professional's Sea] (lfapprop:;at.). Signature. and Date:
1
1
TO: REGIONAL NVATER QUALITY SUPERVISOR
Please provide me with the classification of she watershed where this animal waste management facility will be or has been.-'
constructed or field located. as identified on the attached tr.:p segment(s):
'game of surface waters:
Classification (as established by the Environmental Management Commission):
Proposed classification, if applicable:
Sinnature of regional office personnel:
call an3chmems must be signed)
Date:
FOR -NI: AWO 12/95 Page 9 of 16

i
I
IX. SIGNATURES (Complete either page 10 or pag'e 11)
tew Facilit} - any new or existinn faun which will include with this permit approval construction of any additional system.
treatment. etc. which was not previously existing on the farm.
�ame and Complete Address of En-inerrin_ Firm: MATtnnl Apt_ . 2N�
,-
IF: State: Zip, _ 2 BtLos
Telephone Number: l 9 f a Sq2 - 17 4 1 F A4ytvw
vtxS4i
1professional Engineer's Certification:
lc R i S �i S �R 1 :�) iA P� R , attest that this application for
- r_A R r\.l A-2
has bee,-2 review'-d Ev me and is accurate and complete to the best of my knowledge. I further attest that to the best of my knowledge
the proposed design has been prepared in accordance with the applicable regulations. Although certain portions of this Subatittal
Ipac kacc m:ay h2ve been developed by other professionals, inclusion of these materials under my signature and sea] signifies that I have
reviewed thi_ material and h2ve judged it to be consistent with the proposed design and the constructed facilities.
`onh C3_Tolina Profe_sionaf En_ineer's Seal, Signature. and Date: A2*E
SSI_9
•4
SEAL
w
022566
applicant's Certification-
]. 4- tU---attest thhat this a lication for 1L E Zt�LC •
. rr
1has be r revie» ed by me and is accurate and complete to the best of my knowledge. I understand that if all required pars of this
application are not completed xid that if a'_!.required supporting information and attachments are not included. this application package
u ill be rei ed to me as inc ,lete.
I
THE COAPPLICATION PACKAGE, INCLUDING.ALL SUPPORTING IN -FOR- MATION AND MATERIALS.
SHOUD BE SEN7 TO TIE FOLLOU'IZG ADDRESS:
NORTH CAROLINA DIVISION OF EN-VIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND E- GINEERING UNIT
POST OFFICE BOX 29535
' RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE [phone]
FAX NUMBER: [phone]
1 FORM: ANVO 12195 Page 10 of 16

IX. SIGNATURES (Complete either page 10 or page 11)
Existing Facility-: No chances are proposed for the facility. For existing facilities, the following cenification may be compieted
by a professional engineer, or approved technical specalisi.
'game and Complete Address of Company:
Ci"V: State: Zip:
' Telephone Number- { )
Certification:
I.
attest that this application for
hz_ been reviewed by me and is accurate and complete to the best o; ny knowledge. I further attrst that to the best of my knowledge
the inclo_ed inform, vion is accurate with what has actually been constructed on site. ? 1though cenain portions of this.svbminal
package rr3y have been developed by other professionals, inclusion of these materials under my signature and seal signifies that I have
ie +`6 this rnaierial and have judged it to be consistent with the acrua] animal waste operation.
No—mh Ca-olina Professional Engineer's Seal (if applicable), Sig:tatine. and Date:
Applicant's Certilfcation:
1 I. . attest that this application for
has been revieu-ed by me and is accurate a,td complete to cite best tit my. knowledge. 1 understand that if al) required parts of this
'application are not completed and that if all required supporting inform, ation and attachments are not included, this application package
will be returned to me as incomplete.
Signature Date
T=E COMPLETED APPLICATION PACKAGE. INCLUDING ALL SL-PPORTING L\t0R.%1ATI0N A.N7D MA7EmALs,
SHOULD BE SENT TO THE FOLLOV-I G ADDRESS:
NORTH CAROLI\A DIVISION OF ENVIRON'�iENTAL MANAGEMENT
IN-ATER QUALITY SECTION
' PERMITS AND E- GI_NEERING UNIT
POST OFFICE BOX 29335
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
IFORNI: ANVO 12193 Page 11 of 16
L_

1
DIVISION OF ENVIRONMENTAL NIANAGE�iENT REGIONAL OFFICES
1
she M Re! ir=nzl «'Q Supervisor
9 �;"oo: n Piace
sheti it It. NC 28801
[phone]
lax [phone]
Avery Macon
turdwell
ncombe ;`Madison
ke %1:Dou•elJ
'►Siichtll
Cheroket Pall;
llav Rutherord
sham Swain
a"O"ood Tran4zyl-ania
Hend_-:son Yen: '
c1.son
vem:vilie Regiona! WQ Supervisor
achovia 3uildtr-r. Suite 714
Faveneville_ NC _5_01
]0) 456-15»3
Max [phone]
Washington Regional WQ Supervisor
Raleigh Regional WQ Supervisor
Post Office Box 1507
Post Office Box 27697
Washington, NC 27689
Raleigh. NC 27611
[phone]
[phone]
Fax [phone]
Fax [phone] S
Beaufort Jones
Chatham Nash
Benie Lenoir
Durham Northampton
Camden Martin
Edeecombe Orange
Chowan Pamlico
Fra W- in Fcrson
Craven Pasquotank
Granville Vance
Currituck Perouirnans _-
Halifax,
Dare Pitt
Johnston Warren
Gates TNse11
Lee Filson
Greene Washington
Hertford 'Ka}ire
Hvde
Mooresville Regiona] Vt'Q Supervisor
919 North Main Street
Mooresville, NC 25115
[phone]
Fax [phone]
nson
S,,ore
Alei:aydtr
Nitcl:Lenhurg
aa:a
Robeson
Cabarus
Rou-an
umbarland
Ric:•,rnond
Cawx-ba
Stanly
1'1.'Tm-, r,
$a=>,n-on
Gaston
'Union
IKoke
Sc:)-.land
Ire -deb
Cleveland
ont=omen
Lincoln
inston-Salem R:_ion_l XVQ Supervisor
5 Wauehtown Street
%Vinstor,-Salem_ NC 27107
10)771-4600
(910) 7 /1-4651
. Jaramce Rockinch;m
Ile,-hany
Randolph
he
Stokes
Caswell
Sun-+-
C%ie
Wilkts
rivIh
Ya ;:in
Guilford
1
Wilmington Region_ WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 2MS-3945
[phone]
Fax [phone]
Brunsu7ck New Hanover
Carteret Onslow
Columbus Pender
Duplin
�R-Nl' ANVO 12195 Page 12 of 16

J
' North Carolina Division of EnvironmentaI Management
AGREE.Nffi\-T FOR THE LAND APPLICATION OF ANIMAL WASTE
' Permittee:
TO PRIVATE LANDS -
Contact Person:
'Address of Perminee:
Supplier Farm of animal waste to be applied to these lands:
Site ID Number:
Field Number:
eLocation of Land to be used for animal waste application (include map for each site):
10"-ner of Prop-.r-<<- used for animal waste application:
Lessee of Proper,,,.- (if appropriate):
Land use or cropping patterns:
'Intended use or disposition of crops:
The undersigned land owner or his representative hereby perruts
'hereinafter referred to as the Permittee, to apply the above listed animal waste onto the land at the location shown
rs described her_in in accordance with the restrictions and stipulations as given below. The landowner or his
■representative receives. in consideration, full use of the nutrient value of the applied animal waste while the
Perminee receives, in consideration, the use of the land described above for the disposal of animal waste. This
'agreement shall remain in effect for the length of the Division of Environmental Management land application
permit and shall be renewed each tirne the land application permit is renewed. The undersigned land oyu-ner or his
representative and the Pern-tittee agree to abide with the following restrictions and stipulations until such time as
«riven notification. given thirty (30) days in advance, modifies or cancels this Land o��mjL Abr
U-otification of cancellation of this agreement shall be immediately forwarded to:
Division of Environmental Manacernent
Permits and Engineering unit
Post Office Box 29535
Raleigh, North Carolina 27626-0535
kORM:W1' ? g �
:� O I_/Sa Page 3_ of 16

1
STIPULATIONS:
' 1. The land xner or his representative hereby authorizes the Permittee. County and State Offici23s or
their representatives to inspect each parcel of property prior to, during. and after animal waste
' application and to inspect established monitoring facilities on or near the application site as required
by the animal xaste operation permit.
2. The landowner or his representative authorizes the Permittee, County and State Officials or their
representatives to take necessary soil, surface and groundwater samples during the term of, and
twelve (12) months after termination of, this Agreement.
3. The PernJuee will provide each landowner or his representative with a copy of the animal waste
Operation permit as issued by the N.C. Department of Environment, Health and Natural Resources
(NCDEHtiR) Division of Environmental Management (DEM) for the land described above prior to
core mencement of anima3 waste application. The 1�CDEHI�TR-DEM permit will specify maximum
' applicaljoli rates. 'Jiu i4a►iv,is and other res h lion3 p : i�beld by the I"a:.'s 3n4 regulations.
4. The Perm, iri:e has provided the landowner or his representative with information and data concerning
' the progam for land application of animal waste to privately owned lands which includes an analysis
of consiir.:.nis of the animal waste, animal waste application methods and schedules for typical
cropping patterns and a description of the equipment used by the Permittee for animal x,aste
application_
5. The Per,rinee %;'iII furnish each Iandowner or his representative Aith a copy of the results of each soil
anal}'sis.
16. An accep=table pH must be maintained in the soil on all land application sites to insure optimum yield
for the crov(s) specified for these fields. The agronomist shall provide information on the pH best
' suited fart=,. specified crop and the soil type.
7.
The ]and owner or his representative will inform the Perrrdnee of any rexdsiom or modifications to the
intended ruse and cropping patterns shown above prior to each planting season to enable the Permittee
to amend this Agreement and schedule applications at appropriate periods. 'Wlihin the limits of the
NCDF-H-NR-DEM permit, the owner or his representative and the Permittee determine animal
waste application rates and schedules based on crop parterns and the results of soil samples.
18. Crops for direct human consumption shall be harvested in accordance with the conditions of the
permit.
19. The landowner or his representatives or successors shall adhere to the provisions of this Agreement
for a period of eighteen (18) months from the date of the most recent animal waste application.
' 10. Appropr',aie measures must be taken by the Permittee or Land Owner (Lessee) to control public
access to the animal v'asie application sites during active site use and for the twelve (12) month
period following animal waste application. Such controls may include the posting of signs indicating
' the activities being conducted at each site.
11. Specific animal waste application area boundaries shall be cleaily marked on each site by the
' Perniiluz. or Land Owner (Lessee) prior to and durin g application.
12. Should ont landowner or his representative lease or otherwise permit the use of the land by a third
panv _ di, iLndo»vn:r shall be responsible to insure the third party agrees and complies wish the ternis
and conditions of this Agreement.
1FOR-Ni. AIN-O 12/95 Page 14 of 16

1
`- 3. The existing lessee. if any. of the site agrees, by execution of this Agreement. to comply with all
provisions of this Agreement.
14. This Asreernent shall be binding on the grantees. the successors and assigns of the parties hereto
with reference to the subject matter of this Agreement.
15. Animals should not be razed on animal waste applied lands within a thin (30) day period
g PP Y Y
following the animal waste application. Application sites that are to be used for grazing -shall have
' fencing that will be used to prevent access during these periods after each application.
16. prior to a transfer of this land to a new owner. a permit inodif cation must be requested and obtained
from the Division of En%nronmental Management_ The request shall contain appropriate fees and
ac-Teements. In addition, a notice shall be given by the current landowner to the new landowner that
gives full details of the materials applied or incorporated at each site.
' 17. Any duly authorized offs;-er,- employee, or rdpresentat;ve of DivisionEntal the of vironmen-
Management may. upon presentation of credentials, enter and inspect any property, premises or
place on or related to the application site and facility at any reasonable time for the purpose of
' determining compliance with this permit: may inspect or copy any records that must be kept under
The ter„ is and conditions of this permit-, or may obtain samples of groundwater, surface water, or
leacli3te.
118. The lando-o-ner shall not enter into any additional waste disposal contracts or agreements with
another municipality, contractor, or other pc=ned entity for the land specified by this Agreement.
The land application of any additional wastewater residual sources, other than the animal waste
specified by this permit, is prohibited.
* * * * * * * * s * * * * • * * * * * ■ x • e * * . * * * i = t * * * * * * * * * * * * * * * * * * * * * * * *
RESTRICTIONS:
Ll
IFORM: NVO 12/95 Page 1 S of 1!6

'♦ r r w r r r r r r r r r. r r. r• r w r r r r r r w r♦ w w w r r r r w r r r r r t r r# r r*••*• r
have read this la.)d owner's agreement and do hereby grant permission to the
qerrriTiee to a ply animal waste to my lands as specified herein
p Pe
ILang Owner
Date
'FORTH CAROLINA, COUNTY,
�. the undersizned Wotan Public, do hereby certify that
personally appeared before me this day and acknowledged the due execution of the forgoing instrument.
NVITN-ESS my hand and official seal this day of 119
NOTARY PL:BLIC
ty cOrl ml-83ion E]pilr.-s
SEAL:
1
1
r r r s r t r 1 t r• r r r r♦ r r r##♦ t It w r w# r*** w r r w! r r!* r r r* r r: r r**•**
i. have read this land ow-ner's a-neement and do hereby agree to abide by the
�ipula ion: and re ictiens as specified herein.
Lessee
Date
w r r w r w•• r r r r r r r♦ r r r r r r r r r r r r r r!*!# r t r r# r i# r*#### w r t r /t *!
Itipulaijons and res*.rictions as specified herein. have read this land owner's agreement and do hereby agree to abide by the
Perrr6 tee
Date
IIOR-'%I: A11-0 12/95
Page I6 of 16

a
0
en
N

Carroll's Foods, Inc. - Farm #2539
Animal Waste Application Information
Farm #2539 currently has a 20 MG capacity lagoon for waste treatment and storage. The
' existing lagoon exceeds applicable standards and storage requirements. Liquid from the lagoon
is land applied using a traveling gun hard hose reel system. In order to meet the nutrient
management requirements, Farm #2539 must address the surplus of plant available nitrogen
' (PAN). The farm has insufficient acreage to meet the farm's average PAN production rate of
26,000 lb/year.
' In order to reduce PAN loading rates, Carroll's Foods, Inc. in collaboration with the North
Carolina Poultry Waste Management Center, NCSU, and National Environmental Technologies,
' Inc. is installing a nitrification-denitrification pond. This non -discharge permit application is a
result of the modifications to the existing lagoon treatment system.
The new pond is designed to convert total kjeldahl nitrogen (TKN) in the manure wastewater
to nitrogen gas through the process of biological nitrification-denitrification. The pond will
accept flush water from the 9 finishing houses and remove about 95 % of the inlet TKN. The
' treated effluent is recycled to the flush water tanks. Excess biomass generated by the biological
process is periodically discharged to the existing lagoon. Excess water will overflow from the
pond into the lagoon.
With the installation of the pond, flush water from the farrow -feeder farm will continue to flow
to the existing lagoon and flush water from the 9 finishing houses will flow to the new pond.
Based on the design hydraulic and TKN loading rates to the pond and a 95 % design nitrogen
removal efficiency across the pond, an overall PAN reduction of about 65 % is expected. This
reduction translates to a reduction of land application requirements by the same amount (65 %).
It is expected that with the installation of the nitrification-denitrification pond, Farm #2539 will
comply with all nutrient management requirements. The new treatment system will reduce the
' PAN from 26,000 lb/yr to 9,450 lb/yr. Farm #2539 has 50 acres of available land for PAN
uptake. The corresponding application rate of 189 lb PAN/acre falls within realistic yield
' expectations
1
11

NL
AJ A\UA>LE CPpNI (3 LlanJC E
rj ort,a1 ?AK) LocLcl'-,15
r'I AN gedw ti c, e icy
T�ce4t�e�,�c S�si�
Re'Ac a\t/�� 1,AN Loog�-&!s
1 7,
870
-F,-,to - A o = 9,450 t 5��f
A �+ i ca Ra - Q `� 5 D j A
5E] cacveS
p g� ti
acxe
FCOS
yield erc�ecio-+�S

Meld And Crop Information
Field ID
Soil Type
Crop Type
Acres
Months to Apply
1
WaB
small grain (hay)
6
September - April
1
WaB
Bermuda grass (hay)
6
March - October
2
NoA
small grain (hay)
13
September - April
2
NoA
Bermuda grass (hay)
13
March - October
3
WaB
small ,grain (hay)
21
September - April
3
WaB
bermuda grass (hay)
21
March - October
4
NoA
small grain (hay)
10
September - April
4
NoA
Bermuda grass (hay)
10
March - October
Notes: 1) All fields are Iocated in Sampson County, NC on Carroll's Foods, Inc. Farm #2539.
2) The maximum slope will be between 2 % and 4 %.
7
J

mCcOmAV!�,liqmNVI�D M
= m m m = m r = = = = = •=
DAylight

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IYJM.I YYv.I �•� / 4
911.wi! -41
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(seyoui) uailvildiaeid Aup I lead•gZ
or
S' S

NCO^
IN><'ERPIt1CTING Ti3ERCPUT
Waste products must be disposed in the environment In ways that protect
soil and water resources. 11ae keys to proper disposal include analyzing the
waste product and planning application rates based on sound agronomic
practices and crop requirements.
Essential nutrients include major (nitrogen, phosphorus, potassium),
secondary (calcium, magnesium, sulfur), and micronutrients (iron, manganese,
zinc, copper, boron, molybdenum, and chloride) that are required for noEmal
growth and development. Potentially harmful elements (nickel, cadmium,
lead, sodium) include those that are not required for growth but may result in
plant damage and ultimately permanent damage to the soil if allowed to
increase to toxic levels.
The Waste Advisory Section determines total concentrations of essential
nutrients and potentially harmful elements on a dry weight basis for solids
and a volume basis for liquids. Nutrient availability Is predicted based on
estimates of mineralization rate or breakdown of the waste and nutrient loss
depending on application method. Of the total nutrients predicted to be
released for the first crop, 50-75% likely became available during die first
month. 1t is, therefore, important to apply wastes near the time required by
plants. Tice remaining nutrients gradually become available over the next
three months. Nutrients not available for the first crop are mineralized to
available forms over years. For soils that do not readily leach with heavy rainfall,
It Is possible for nutrients to accumulate to significant quantities over years.
Laboratory results are reported in (ppm) parts per million except as noted.
Estimates of nutrients available for the first crop are provided in lbsAon for solid
wastes and lbs/1000 gallons for liquid wastes. A "'l" (trace) printed for nutrient
availability Indicates that the clement is in very small quantity (under 0.005 lb
per ton or 1000 gallons).
Quantities of potentially harmful elements including Ni, Cd, Pb, and Na are
calculated as total amounts per ton (wet basis) or 1000 gallons (liquids) to indicate
the potential for buildup of these elements in the soil. Where waste is routinely
applied, nutrient buildup in the soil should be monitored with an annual soil
test.
An agricultural lime equivalent is calculated for industrial wastes that may
have a neutralizing value. This value indicates the amount of the waste product
on a wet basis required to equal 1 ton of good quality agricultural lime (90%
calcium carbonate equivalence). Waste materials containing a significant
neutralizing value should only be applied at rates necessary to Increase pi I to the
optimum range.
N - Nitrogen
Fe - iron
Solids - Analyzed on a Dry Weight Basis
1' - Phosphonis
Mn- Manganese
Liquids - Analyzed on a Volume Basis
K - Potassium
'Zn -'Zinc
Ca - Calcium
Cu - Copper
DM - %
Mg- Magnesiutrt
li - Moron
Percent Dry Matter Soh '
S - Sulfur
Mo- Molybdenum
Cl - Chfurine
Ni - Nickel
Calcium Carbonate Equivalent
Na - Sodium
Cd - Cadmium
Lime value
Pb - Lead
Nutrient availability currently cannot be determined with 100% accuracy,
Many variables including the type of waste product and environmenial
factors (i.e., soil type, rainfall, temperature and general soil 1110i)
Influence mineralization rate and nutrient loss. This report provides a
realistic estimation of nutrient avallabilily based on type of waste and
application melliod.

-%III%
IVI
11111111111111V_
I
11C Sam
1
Laboratory HOWIS jqrls.'&i
Pitiffloit IL 1141i�i.
Sample 19:
DAM N /I
K
Cel Aig S 1.10 AN 711 Of U AID ("I
Na Ni
("d 111)
.-:
29F;::.1"',"
511 51.5
431
158 52.2 55,0 3.17 0,38 0.58 0.28 OL26
110
Nutrients Available for FirstCroV_
Ills/ 1000 gallons
Oflier I'letuctils
lbs11000gallons
Waste Code:
Alpfication Method JV
P205
K20 Ca Afg S FO A111 211 Cu B A10 Cl
Na Ni
Of 11b
AIS
Description:
Brumicasi 1.9
0.69
3,5 0,92 0.30 0.32 0.02 11 Ir 'r 'r
0.92
Smine Upon 1.1q.
Irrigation 1.9
0,69
3.5 0.92 0,30 0.32 0,02 T T r T
I d
V fm6raLq h0j.WO ho C _iy.ltc4afis �(jijjli .'.
Sample 1D.-
PAM N P
K
Ca Afg S Fe AM Z11 Cie B NO C1
Na N1
Cd 1,b
VA
462 53.0
396
160 41.8 38.5 2.89 0-33 0.37 0.21 0.25
106
Nutrients Available for First Crop
Ills/1000 gallows
Other Elemenis
lbs11000 allons
Waste Corte:
AjIPUC411 oil MOW N
P205
X20 Ca mg S 1`0 Alit z1f ell H NO Cl
Na Ni
Cd 11b
ALS
Description:
firoadcasl 1.7
0,71
3.2 0.93 0.24 0.22 0.02 T T T T
0.89
Swine Lagoon U41.
Irrigificis 1.7
0.71
3,2 0.93 0.24 0.22 0,02 T T T T
1
MG.
eriU, 10 t 'v ,�
I y.j
sale lc Info.
11 oil ou css''a 4"nv( 0 C Q
1) AM 11 K Get A
134
26.6 3.50
58­1 58.8 566 37.9
I Ivaste Code:
vaste
Nutrients A-villible for First Crop
lbs/1000 m1folls
AI S
,ell)1dication Alotbod N P205 K20 Ca
A 18 S FO
Description:
Broadcast 22. 0.79 4.5 0.78
0.22 0.15 0.02
U%_
Irrigation 12 0.79 4.5 0.78
0.22 0.15 0.02
Awl
AN 711 (I'll 11
Ato (J
0.43 OSS 0.88 048
hill
b)
Cu
P AM C1
-r
0.01
0.01
T
T
0.01
0.01
T
Nil Ni ("d 111)
lit
Other Elements lbs11000gallani,
Na Ni Of 1,6 1

I
WASTEWATER TREATMENT DESIGN
SPECIFICATIONS AND CALCULATIONS

r r r r� r r rf r r �r rr rr r it rr r rr r r
INNOVATIVE WASTEWATER TREATMENT SYSTEM - FARM #2139
PRELIMINARY TIME LINE
hiiirctt April hiap
June July August September I October November December Janu
TRsk Nanic
2312 19 116 123 130 16 11312012714 111 11
221291 t 13 1201271 3 110 117 1 Nj 31 7 14 121 12815 112 11912612
19 116123 31) 7 114 121 2914 111
DESIGN AND INSTALLATION
�
i
t
t
I
E'r
i
TEAnt
TEAM j
ARRbL .'S
j
C RROLL'S
Cr tROL1,'SlIVE'I'
CARROLL'SlNET
CARROLL'SINET
TEAM
}
I
'rE AM
TEAM
NET
CSIJ
I
r
EASI
j
Detailed Design
Pennit Review/Apt rova!
I
I
I
i
Spceify & Order Equipment
Constrict Lagoon
Install Lagoon Liner
Insrull Piping System
Elev:trica! Utility Installments
Equipment Installation
SYSTEM TRIAL PERIOD
Start-up
Normal Operation
Slut Down System
YROJECr SUMMARY
Data Reduction
Economic Analysis
Report Results
FNIISS1ONSlOD011 EVALUATION
Project:
Date: 4114197
Task Summary Rolled Up Progress
Progress Rolled Up Task
Milestone ` Rolled Up Milestone Q
Page 1

REV. DATE I DESCRIPTION
1 4/97 1 MODIFIED POND LOCATION & FLUSH HRS.
❑ = 800 GALLON FLUSH TANKS
(Flysh Cycle: 1 Flush/2 Hrs.)
NURSERY
❑❑❑❑❑
❑©❑❑0
FARROWING
❑ GESTATION
❑ BREEDING
TO
SPRAY
FIELDS I
CARROLL'S FOODS
FARM #2139
CCCI-Cll
NITRIFICATION /DENITRIFICATION
TO FLUSH POND (LINED)
TANKS N
L. LJ
U Q
PROJECT ENGINEER CLIENT/TITLE A. SMITH CARROLL'S FOODS
NATIONAL bMRONHENTAL ECIINOL66F,31. DRAWN Warsaw, North Carolina
K.FAIRCLOTH
CHECKED FARM #2139 — SITE DIAGRAM
Wilmington, NC DATE SCALE PROJECT NO. SNT. No. REV.
6/21/96 1 NONE 375001 1 P:\375\375-1P01 1

REV. DATE DESCRIPTION
' 0 4/97 ISSUED TO CLIENT
15 - e00 GALLON
FLM TANKS 9 FINISHING 70 ETfIST1YG
(1 FLUSH/2 Ki&) HOUSES
LAGOON
' WA5H/DRaOUNG TO POND
WATER d4FFlf INLET
(Sff DETAIL ON OwC. "Cos)
1 � �- g4c^i OVERFLOW TO ip %�, MIXED LJOUia CPvC PUMP (1200 GPM O 20• TON)
PONT)YtS'L FE f=MASS-AVTRAfi NECYCLf)
b �
er RfyCFf 70 ARCHOR LAIER
! t'
IF IF
RECYCLE(cDD GPM) Y7• I2, -
1 0.
{ I
A I svi-AIANT 3 Pvt A,
PYC fNfL PENT T- ,yam f.�y ! I 30 hR 30 Ap '
S a T,• r I ® 32- ® stuocc I E PUMP 1 u cry a
RECYCLE f500 GPM) TDH
{
!! ii
I l yl �[ r auEAFtnw PIPE
SS'74'�7I'-----��'----- I}'}--}�S7' 76 EJCISTIHc u�00N
• 5- 7 U-MCH TO ANG+cR UVER
LEGEND
PLAN VIEW or POND ADWOR
TO Fwsx
ETAfvxs
SEC EC DFTM ON
DWG. X . CDs r0 Fxnnxc
d
�
PUMPPUMP ���t--'--'�� 70 POND
MLXED LXVAD (PAMLASS-Nimir RECYCLE) d'p%c 1 t rP� JN�
1 IIIJIJIi
GRADC C[Fy.. -1 00v1h T. AnCRar 1 � POND arm CR.IOf OlY
L+�•r V"ARON
fNrLUENT FROM
F1NfSNlxc HOUSES r OVERFLOW PIPE ' r A TO fMt#X LAGOON
so I y y
g 10' d• I � JI
a
' r SUPPORT CLAMPS
4+f (SEE DffAR ON DWG *.MS)
i i- R' ' Sl • �5
DEN+Y>7fFIClT10N xfTWICATION CLARIFICAMN
ZONE 02' RISF) ZONE ZONE
SECTION A -A'
CARROLL'S FARM J2139 rm DP11wlFfc fs NOT TO SCALE.
SEE a"'MAc 393-ICOS FOR
@AFfa ANO APE WEIGHT PDARS.
PROJECT VGR. CLIENT/TITLE
A.SMITH NCSU - BIOLOGICAL AND AGRICULTURAL
DRAWN ENGINEERING DEPARTMENT
NATIONAL ENVIRONMENTAL T CHNOLOGIES,lNC. K.FAIRCLQTH CAR ROLL'S FOOD, INC.
CHECKED POND DESIGN
DATE SCALE PROJECT NO. SHT. No. REV.
Wilmington, NC 4/t/97 NONE 393001 1 P:\393\393-1CO4 0

REV.
DATE
DESCRIPTION
0
4/97
ISSUED TO CLIENT
I
POND LDIER
BAFTLE $uPPDRr
IREATID LUMBER
HAMF
B' TREATED LUMBER —
I
s'- BENCH f0 ANCHOR
s
SEAL (WATER -PROOF) "-
POND LINER AROUND
USER
-- --�—--
CLAMP
TREATED LUMBER
I �WATFR FLEVATADN N I I
22- �
f
1
'
li
I [ -60, TREArED LUMBER
1Ghp IDhp I I 3Dhp 3GhP 1
as" SECTION A —A'
1
II a
* I I
-
- - - - - -
A J A'
POND MFiv
CONCRETE W NHIS
TO HOLD DOWN WATERY
POND GNER
f5-
&r BENCH To ANDHOR LINER
ELEY
l
kBAFFLE
AND LINER DETAILS
1Q' s
LEGEND
+ Man?
SECTION B—B'
ALRA FOR
I
TO FLUSH
TANKS
ro FxL$TrNc
LAGOON
BAfIL£ (SEE DETAIL ABGVE) PUMP S" TO PDND
RILET
.iPVC
GRADE £LEVATRIN
WATER ELEV.
_ _ R' O VFRFLaw %Pf
Ip FXlSANO LACOON
$LUDGE
PIPE �I{
LINER
r PVC PIPE CLAMP
u u
CDNCRETE
WEIGHT
TYPICAL WEIGHT AND PIPE IL CLAMP DETA
(NO SCALE)
CARROLL'S FARM J2139
SEE RAWING 9 "°T r° SCALE.
S£E DRAWING 393-1CGI FOR POND
PLAN VIEW AND CROSS -SECTIONS,
PROJECT MGR.
A.SMITH
CLIENT/TITLE
NCSU — BIOLOGICAL AND AGRICULTURAL
ENGINEERING DEPARTMENT
DRAWN
NATIONAL ENVIRONMENTAL
TECHNOLOGIES. INC.
i(.FAIRCLOTH
CARROLL'S FOOD, INC.
CHECKE]
BAFFLE AND PIPE CLAMP DETAILS
DATE SCALE
PROJECT NO, SHT. No. REV.
Wilmington,
NC
4/8/97 1 NONE
393001 P:\393\393-1C05 0

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1
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Manning's Equation
V = 1.491n * R A0 .65 * SAO .5
where:
V = velocity of flow, ftIs
= QJA
n = coefficient of roughness
R = hydraulic radius = D/4
S = slope of energy grade line
Parameters
Pipe Material = PVC
Coefficient of Roughness (n) 0.0135
Total Flow (Q gpd) = 123,272
Total Flow (Q ftA3/s) = 0.1907
Solve for S assuming several pipe diameters:
3/25/97 10:31 AM
3
0.04815
4
0.01042
5
0.00318
6
0.00121
7
0.00053
8
0.00026
9
0.00014
10
0000080
12

04/24/97 10:46 $704 529 5298
NATIONAL ENTVIROr -a- NET WILMINGTON 1 1003; 009
1
1
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�Q„- AERO
@c, AQUA -AEROBIC SYSTEMS, INC.
6:306 North A)pine Road. PA_8ox 2026.RodQord, IL 61130-2026
815/664-2501 FAX [phone]
2'rIis
FACSIMILE COVER SHEET
DATE 04l17197 TOTAL PAGES TRANSMITTED INCLUDING THIS PAGE 7
TO: FAX# [phone] FROM: Donnelle Herron
ATfENTWON: KAsh Sridhar _ Sales CoanMondeni,�
COMPANY: National Environmentpi Technologies
DEPARTMENT:
REFERENCE: NATIONAL ENVIRONMENTAL TECHNOLOGIES
Wilmington, NC
Following is the rental agreement for the reieren::ed project. i, you have any quesbons,
Please call-
FAX/AIL CONFIRMATION TO: Recipient Representative Other
--oa/Toot 10-v.iSh3 TvA'olty:� --- SDj%0d3V w;I6V 9oSZ fT9 9Ti-, S9:90 LG/RT/ro

1 04,,24'97 10.47 U704 529 5298 NATIONAL ENVIRON ­4 \TT RILKIAGTOA (6004:009
AQUA -AEROBIC SYSTEMS. INC. RENTAL. 8 REEMENT
'
This Agreement is nhade and entered into at Rocldord, Illinois this 17th day of April. 1997 by
and between AQUArAEROSIC SYSTEMS, INC., an Illinois corporabaR having its principal
"Aqua')
plain of business at Rockford, Illinois (hereinafter called and National Ersvim a
Teonoloaies with its principal place of business at 295-A N. Green Meadows Drive
hereinafter wiled ("Lessee").
In consideration of the mutual promises, revenants and agreements herein contained,
the parties agree as ?ollaws:
1. LEWE. Aqua leases to Lessee and the Lessee leases from Aqua the Equipment
described on Schedule A attached (hereirefler called' Equipment) on the terms and
conditions herein contained. Accessories are not covared under this lease and must be
ipurchased
separately.
2_ IM. This Agreement shall commence when the Equipment is shipped from
Aqua's place of business at Rockford, Illinois, and shall cantinue fnr a ninimun term of three
�
3 consecutive months there after. It is estimated that shipment will occur after signed
agreement and first and last months' rental checks are retvmed to Aqua
3_ RENTAL The Lessee shall make monthly payments to Aqua in the amount of
Four thousand, four hundred & no/100 Dollars ($4,400) total ;or all units. Each payment is
due and payable, irr advance, on the same date of each month corresponding to the date in
:92 above, except that the first and last months' rental both shall be due and payable, in
advance, prior to shipment of the Equipment to the Lessee_ All delinquent payments are
subject to finance charges of 1 112°A per month_
1
1 Loolzooth lloiil:L.%3 JvxOJJvN ' -* sodflo v Y:lbv vosZ rss ST6IM SS-90 WITibo

' 04/24/97 10:47 '6 04 529 5298 NATIONAL ENVIRON ems- NET WILMINGTOr 16005/o09
A CARE. USE AND LOCATION. Lessee. at its own cost and expense, shall keep and
' maintain the Equipment in good repair, condition and worldng order. Aqua shall have the right
'
to inspect the Equipment at any reasonable time.
S. DELIVERY, INSTALLATION, AND REDELIVERY COSTS. Lessee shall pay all
transportation charges from Aqua's place of business at Rockford, Illinois to the installation
location. Lessee shall also pay for all costs related to the Equipment including but not limited
to, unloading, loading, installation, dismantling, start-up, cleaning, testing, and sampling,
'
Aqua shall be provided with copies of all test results and monthly State/EPA reports which
pertain to the performance of the Aqua -Aerobic equipment in the Lessees wastewater
'
treatment system_ Lessee agrees to allow Aqua access rights to the equipment for inspection
purposes, and to take photographs/Video tape of the Aqua equipment during installation or at
any time during the rental period. Performance data and photographsivideo are for the
'
purpose of research and documentation. Identitiction of the source of the data and
photographsivideo will not be made to persons outside of Aqua- Aerobic Syste ns without the
Lessee's written permission. Upon termination of this Agreement, Lessen shall return the
Equipment to Aqua, freight prepaid, in good repair, condition and working
order, ordinary wear and tear excepted. Prior to redelivery to Aqua. Lessee shall remove all
exterior dirt, offensive odor and chemical or biological materials, and, if applicable, remove
and dispose of the filter media, and flush the underdrain system. If requested by Aqua,
Lessee shall return the Equipment to any location designated by Aqua, provided that the
freight charges shall not be greater than those for delivery to Rocidord. IIlinois.
5. TITLE: PERSONAL PROPERTY, The EqL ipmerit shall at all times remain the
proper' of Aqua, and Lessee shall have no right, title or interest therein, ex+oept as the
r1001000 --r S?I11033V V41bV
905Z TS9 STB$ 95:80 �LB/8I/S0

' 04/24/97 10:48 V703 529 5298 NATION.iL EXVIRON a-- NET WILMINGTON Q006/009
Lessee. Lessee agrees to execute any statement, including Uniform Commercial Code
' financing s,atements reasonably requested by Aqua fw the purpose of fling and recording to
indicate that Lessee's interest in the Equipment is so!ety that of a Lessee. Lessee agrees that
it will, at its cost and expense, defend Aqua's We in the Equipment again -t claims of any third
persons claiming any right, title or interest in the Equipment through the Lessee. The
Equipment shiall at all times remain personal property, notvffths ding the fed that it may be
' attached to real property or improvements by the Lessee.
' 7_ NET LEASE, TAXES. The rental payments shall be net to Aqua, and Lessee shall
pay any sales, use; excise, personal property, or similar taxes or charges imposed upon the
ownership or possession of the Equipment during the term of the Agreement, excepting only
any income taxes imposed upon Aqua
' B_ RISK OFLOSS AND INDEMNITY. Aqua shall assume all loss resulting from
normal wear and tear_ Lessee shall bear all risk of loss and damage to the Equipment from
any other cause_ Any charges for repairs that alight arise from ttFe above mentioned damages
' caused by the Lessee will be milled to Lessee at Aqua's cost and are subject to payment by
Lessee within ten days after invoice date. Lessee shall indemnify and hold harmless Aqua
from all claims, actions, costs, expenses, damages and liabirltles, including attDmeys' fees,
arising out of or in connacbon with the use of the Equipmend by Lessee_
9. D REMEDIES. If Lessee shall defauh in the payment of any rental
' payment, or otherwise breach any of the terns herein contained, or in the event any
bankruptcy or. insolvency proceeding is commenced by or against the Lessee, or the Lessee
' shall make an assignment for the bewt of creditors, or any action shall be taiken against or
Iby the Lessee to accomplish such purpose, or if a receiver of the property or the business of
ILOD/bDOQ� AOtII.L ' Vh' 0I1vN -- n1901V V-10 9D5Z t99 919a 99:90 L6/BI/ro

04/24/97 10;48 $70.5 529 5298 NATIONAL ENTIRON — NET RILMIN=S Z007/009
1
the Lessee is appointed, then and in any such event, in adaFdon to any and all other remedies
' otherwise available to Aqua at few or In equiy fcr hre..arh of Contract Aque shall have the
immediate right to enter upon the premises of the Lessee and to remova the Equipment, with
or without legal process, in which event Lessee shall pay to Aqua within 10 days from invoice
' date the reasonable cost of repossession and attorneys fines insured
10. HOLDOVER. In the event upon termination of this Agreement, Lessee shaft
' continue to retain possession of the Equipment, Lessee agrees to pay to Aqua the monthly
' rental payment, or per5on thereof, daring which Ume Lessee retains such pcssession_ During
such holdover period, all of, the other terms and conditions herein contained shall continue_
Lessee agrees that during any such holdover period it shall immsdiately redeliver the
Equipment to Aqua,, upon Aqua's written request
' 11. OPT10N.TO PURCHASE Aqua hereby grants unto the Lessee the option to
purchase the Equipment at any lime during the term of the Recital Agr?ternent, provided
Lessee shall not ne.in default under the provisions herd_ The option price for the purchase
' o; all units shall be i -nine thousand. six hu dred & no 100 Dollars ($39,500). In the
event Lessee exercises the option herein granted, a sum equal to ninety percent (90%) of the
' rental paymerAs (said by Lessee to Aqua daring file terrta of the Agreement, calculated an a
' per unit basis, shall be credited against the purchase price of each unit up to the quantity
rented.
Lessee may exercise the option by giving written notice to Aqua at any time during Me feral of
the Agreement and by remitting the balance of the purchase price due, including all applicable
' sales or similar taxes which may be due. Aqua shall then deliver to Lessee a bill of sale fear
Ithe Equipment.
' iOD/SDO( NOVI&L3-IV;OI,LVK «-- SOI807I3': V115' 404Z tsp STfr$ L5 90 Lg/sZ1Yo

05/02/97 14.37 V704 529 5298 NATIONAL ENVIRON 1>y NET WILMTNCTON 01002/003
0:/02/87 10;58 $815 854 8853 AQUA -AEROBIC 001/002
13- MISCELLANEOUS, This Rental Agreement contains the entire agreement
15etween the parties and no modification may be made unless in writing. This Rental
Agreement shall be governed by and construed under the laws of the State of Illinois and
venue for any legal action to enforce the rights may be asserted in Winnebago County,
Illinois -
IN WITNESS WHEREOF, this Rental Agreement has been executed at Rockford,
Illinois on the day and year first noted above.
AO LAERODIC SYSTEMS, INC.
By:
Donnelle H n
Its:_ Sales Correspondent
LESSEE:
National_ Eny ronmental, Technologies _
By:
Its:
S

OS. 02/97 14: 38 %Y704 529 5208 NATIONAL E``VIRON NET WII3iINGTO\ Z003/003
05/02/9; 10:57 V315 554 8633 AGGA-A.EROSIC Z 0021002
1
' AQUA -AEROBIC SYSTEMS, INC. RENTAL AGREEMENT
SCHEDULE A
EQUIPMENT:
' Two (2) - 40 HP Aqua CSS Reconditioned Aqua -Jet Aerators, Part No. 39R4017. Diffusion head
will be Class 40 gray iron monolithic casting coated with two -dart epoxo5ne paint Float will be 304
stainless steel skin filled with dossed cell polyurethane foam. Volute and intake cone will be 304
' stainless steel. Propeller will be 316 stainless steel and one-piece propeller shaft will be 17-4 PH
stainless steel. The entire rotating assembly is dynamically balanced. Motor will be energy
efficient, TEFC, 460V, 3 phase, 60 Hz, 1200 RPM with 1.15 service factor and Class F
nonhygroscopic insulation. Motor will be rated suitable for severe chemical duty_ Unit will be
designed to draw at 30 HP,
WARNING:
The Aqua -Jet aerator has a high velocity, upwar-ily directed hydraulic flow directly below the unit. in
addition, horizontalsurface velocities persist for some dstanee frtarrt the unit These flow patterns may,
in some instances, cause damage to basin bottoms or walls, crest ng leaking potential. In earthen or
lined basins, Aqua -Aerobic Systems recommends the use of a ooncrete pad on the basin bottom
drectly below the aerator. If concrete is known to be nonresistant to the waste, other materials should
be investigated. Riprapping, or similar means of hank protection c arc protect basin walls. If basic,
contains toxic wastes, use is advised to obtain engineering advice as to basin design and construction
necessary to prevent possible erosion and leakage. Aqua -Aerobic Systems assumes no liability or
responsibirlty for any damage to basin bottoms or wags, or for any inp ies or damages resulting
therefrom.
EQUIPMENT:
Two (2)�- 10 HP Aqua 1=SS Reconditioned ❑DM Mixers, Part No. 57R1011, Motor base and float
volute will be 304 stainless steel. Float will be fiber -reinforced polyester skin (FRP) filled with
closed cell polyurethane foam. Intake volute vAll be 304 stainless steel. Impellerwill be 316
stainless steel and one-piece impeller shaft will be 17-4 PH, stainless steel. The entire rotating
assembly is dynamically balanced. Motor will be TEFC. 46QV, 3 phase, 60 hertz, 900 RPM with
1.15 service factor and Class F nonhygroscopic insulation. Motor will be rated suitable for severe
chemical duty,
WARNING:
The AquaLX)M Mixer has a high velocity downflow discharge directly below the unit This flow pattem
may, ire some instances, cause damage to basin bottoms. creating leaking potential_ in earthen or lined
' basins, Aqua -Aerobic Systems recommends the use of a concrete pad on the basin bottom directly
below the mixer, in concrete is known to be non-resistarit to the waste, other material should be
investigated. If basin contains toxic wastes, user is advised to obtain engineering advice as to basin
design and construction necessary to prevent possible erosion and leakage. Aqua -Aerobic Systems
assumes no rsability or respormbiltty for any damage to basin bottoms or watts, or for any injuries or
damages resulting therefrom.
' TOBE SHIPPED TO:
Please advise of complete `ship to' address.
IDH'sd, W197, r:%2mVQgree1nattonal.dh

4/16/9i LION 13:20 FAX [phone] T'ENCARVA WILMING1"ON Z002
From: Tom Goode Date: April 16, 1997
To: Krish Sidhar Time: 3:16 PM
' Company: NET FAX #: [phone]
Dear Krish,
In order to keep speeds below 1750 RPM and reduce wear due to abrasion,
we need to go with the T Series Gorman Rupp on both the 165 GPM rating and
the 1200 GPM rating.
We are pleased to quote the following for the Carroll's Foods project:
Gorman Rupp Model T3A60-B with horizontallly mounted belt drive and
bedplate and 7.5 HP TEFC motor. ............. $3175.00. Rating is 165 GPM, 50'
TDH, 1500 RPM, 3 ?lv--s �2� 4 d c, Y A- c.
Gorman Rupp Model T8A60-B with horizontally mounted belt drive and
bedplate and 15HP TEFC motor................$8780.00. Rating is 1200 GPM, 20'
TDH, 750 RPM 3 ��`� 46 0 ✓ mac,
Total freight from point of manufacture to jobsite is estimated at $700.00.
Shipping weight is approximately 2800#. Please allow 4-6 weeks for delivery.
Attached for your reference are performance curves, installation drawings and
pump descriptive sheets. 1 will forward a copy of this to Anthony Smith in your
Wilmington office. Thanks very much for your inquiry and feel free to call
anytime.
Tom Goode
VOICE: 910 799 8800 FAX: [phone]

04/16/91 MON 15:20 FAX 910 799 $801 _ TENCARVA %'ILHINGTOIr
ljj 003
.1
Specification Data Sec. 55
C
Self Priming Centrifugal Pump
Basic Pedestal
G1911Model T3A60-B
GQRMAN-R11" Size 3" x 3"
PUMP SPECIFICATIONS
Size: 3" [76.2 mm] x 3" [76,2 mm] N.P.T.-Female
Casing: Gray Iron No. 30
(Maximum Operating Pressure 90 psi. 1620 kPa])
Impeller. Open Type, Two Vanes, Ductile Iron No, 60-40-18
(Handles 2 1/," 163,5 mm] pia. Spherical Solids)
Impeller Shaft: Alloy Steel No. 4140
Wear P1ale-Replaceable: Steel No. 1020
Cover Plate -Removable: Gray Iran No. 30 (30 lbs. 114 KG.])
Bearing Housing: Gray Iron No. 30
Seat Plate: Gray Iron No, 30
Flap Valve: Neoprene
Shaft Sleeve: Allay Steel No- 4130
Radial Bearing: Open Ball
Thrust Bearing: Open Ball with Snap Ring
Bearing Lubrication: Oil
Flanges: Gray Iron No. 30
Gaskets: Compressed Synthetic Fibers and Teflon
O-Rings: Buna-N
Hardware. Standard Plated Sleet
Standard Equipment:
Oil Level Sight Gauge
Pressore re eRel f Vaiv • 8 as
W
PAGE ICOS
June 1, 1991
. r s SEAL MODEL T3A60-B
Optional Equipment:
Pressure Relief Valve: Stainless Steel No. 316 Mechanical Oil -Lubricated Double Floating Self -Aligning.
Air Release Valve: Gray Iron No. 30 . Rotating and Stationary Faces are Silicon Carbide. Stationary
Suction and Discharge Flanged Spool: Seat Is Stainless Steel No. 316. Elastomers are Viton. Cage
Gray Iron No_ 30 and Spring are Stainless Steel No. 18-8. Maximum Tempera -
Casing Healer: 120V or 240V ture of Liquid Pumped, 15011F [710C]'_
High Pump Temperature Shutdown Consult Factory for applications with liquids in excess of
temperature indicated.
DISCHARGE
FLAN G E
�,�,��•ror�x.invi,---+ram •
FLAP
VALVE
�!•; tsf ■ ��//
5
FLANGE
t
CCOWER
PLATE
WEAR PLATE IMPELLER SEAL ASSEMBLY
G.H THE GORMAN-RUPP COMPANY • MANSFIELD, OHIO
GORMANAUF GORMAN-RUPP OF CANAOA L11ATTEQ 0 ST.. THOMAS, ONTARIO. CANADA
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04/16/91 MON 15:24 FAX [phone] � TENCARVA µIDIINGfON
006
Specification Data Sec. SS PAGE 1305
.iur►r I. f441
C
Self Priming Centrifugal -Pump
Basic Pedestal
G41 Model T8A60-13
MIRM-Rives Size 8„ x 8"
PUMP SPECIFICATIONS
Size: 8' (2W,2 mm) x 8' 1203,2 mm) N.P.T.-Female
Casing: Gray Iron No. 30
(Maximurn Operating Pressure 60 psi 1551 kPa)
Impeller: Open Type, Two Vanes. Ductile Iron: No. 60-40-1 B
(Handles 3- [76.2 mm] Dia. Spherical Solids)
Irnpelier Shaft: Alloy Steel No. 4140
Wear Plate -Replaceable: Gray Iron No. 30
Cover Plate -Removable: Gray Iron No. 30 (66 lbs. i30 KG.])
Bearing Housing: Gray iron No. 30
Seal Plate: Gray Iron No. 30
Flap Valve: Neoprene
Shalt Sleeve: Alloy Steel No. 4130
Radial Bearing: Open Double Ball
Thrust Bearing: Open Double Bali with Snap Ring
Bearing L.utxication: Oil
Flanges: Gray Iran No. 30
Gaskets: Compressed Synthetic Fibers and Teflon
O-Rings: Suna-N
Hardware: Standard Plated Steel
Standard Equipment:
Oil Level Sight Gauge
Pressure Relief Valve: Brass
Optional Equipment:
Pressure Relief Valve: Stainless Steel No. 316
Air Release Valve: Gray Iran No. 30
0
Discharge Flanged Spool: Gray Iron No. 30 SEAL MODEL TBASO-B
Cover Plate Aluminum No_ 856-T6 (32 lbs. 114 KQ-D Mechanical Oil -Lubricated Double Floating Self -Aligning.
Casing Heater: 120V or 240V Rotating and Stationary Faces are Silicon Carbide. Stationary
Hight Pump Temperature Shutdown Seat is Stainless Steel No. 31 S. Bastorners are, Viton. Cage
FLAP -
VALVE
FLANGE
and Spring are Stainless Steel No.18-8. Maxirru m Tan era-
DISCHAAGE true of Liquid Pumped, 160°F [71 °C]*_
FLANGE p * Consult Factory for applications with liquids in excess of
temperature indicated.
0_*114 1 lie-Yt7Li17TE CASING
SEAL PLATE
�--- BEARINGS
' �t1�1tA�lr
I t.,..,.
WEAR PLATE-/ 'IMPELLER
GH THE GORMAN-RUPP COMPANY • MANSFIELD, OHIO
G0R GORMAN-RUPP OF CANADA LIMIT® 0 ST. THOMAS, ONTARIO. CANADA
r.h*w to us x

TOTAL NEA0
PSI FEES Caneull fact" on operoling condiltanf ; l ! j ? : ; ; + ' ! i j i 1 '- ; ; I r
!bore 12011 rpm when Ti]!il eeceetle 20 lael, RUfi MING LIFTS Model r�i>r-Q Size �_ b
650 rpm 4 leel 750 rpm 12 feel M
5� r�;t1':ii ;:�' 'I1j!l .�li F:11l 'FEI .I.tkIj• •j:i. I';�'t is;:?.jja � 950 rpm 1S lae4 954 pm 17 iceli,. .;�1
' i'i13a lIp'
}!a.150 rpm 20 feel 1150 rpm 21feet0
ji:r '�i: •it ;:!: 1{3 '.j 1250 rpm 22 leaf - 1354 rpm Z] feel
}�}
pItri �i: Figure NPSH rF� required prior to using PiillyaR1011s n
120 i!! abase table. 00 NOT use as available Z
Suction Little, A i
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3 64T
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324TS.
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REV15IONS - F
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P-13p— PUMP Dlsgss 437
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DEL THE GORM'AN=R
DATE
01410 MAN 5 FIELD,,
REV. OUTLINE"
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PIN

' 01/17/91 TUE 09:01 FAX [phone]
(z�c4
' Submitted To:
Krish Sridar
National Environmental Technologies
Comments:
Data for Saidor 7.5 HP TEFC 1760 RPM 3WN230-460 Motor
TENC_ARVA WILMINGTON
04-17-1997
Submitted By:
Tom Goode
Tencarva Machinery
Wilmington
ti s - Lam- n Lam.,, t�`E •s
1
1
1
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16 001

I04/17/11 TUE 09:02 FAX [phone] TENCARVA wILMINGTON
Performance Data - Winding 37WGW452 Baldor Electric Company (R)
Winding = 37WCWd52
RATING • NOMINALS
Rated Output 7.5 - - -
Clolis 209-230T46D
Fuil Load Amps zl_5-20110
Speed 1725 "'
Phase-----_...__.—.._--._..._...._... 3
NEMA Design Code ..__..... B,-.-.
LR KVA Code "J
_...-.-_--------_.. ___
EfTici¢ncy� 87.5
Power Factor _62
1.15
Rating - Duty 40C AMB-CONT
CHARACTERISTICS
Break Down Torque 91 i
acted=}2otor Torque 62 !
Starting Current
I No -Load Cufr6ht — 5.6 !
Zrie-iirii; Itesistsnce-@ 25'ffii�-Fees C 1.628 i
Temperature Rise, in degrees C F.L :.....--
LOAD CHARACTERISTICS . TESTED
9a of Rated Load 23 ' 30 75 — D S:F�
Poirver Factor _ 38 59 71 79 83 86 81
Efficiency '77.6 85,2 81.0 87:3 86-6. 85-5.. 86:9
' Speed'(rpm) - 1790 1781 1772 1763 1751 1740 1756
e�m U peres i0_ =2.-14.1�---
I
v � r a-x— J
' -7
' a AMps ®4.6c
-' V
[a 002

' 04/17/91 TGE 09:02 F.4_1 910 719 8801 T NC RVA WILMINGTON
Z 003
' Galdor Electronic Catalog
Baldor Electric Company JR)
Fort Smith, Arkansas
' Catalog Number: M3710T
Spec Number. 37AO1W452
' Horse Power. 7 112
RPM: 1725
Nema Frame: 213T
List Price: 456
' Multiplier. L5
Type: 3735M
C. Dimension: 17.94
Eff Full Load: 87.5
' Shipping Wt 115
Volt Code: E
Voltage: 208-2301460
Amps: 21 _5-20110
Phase: 3
Hertz: 50
Pole: 04
Design_ B
Ser. F: 1.15
' Enclosure: TEFL
Amp Code: J
Mountina: F1
Base Code: RG
' D-E. Beating: 6307
O.R.E. Bearing: 6205
Rotation: R
Rating: 40C
Substitute: M3770T
Rec Adj FCtr. 'NA" for non -premium efficient or explosion proof motors.
Rec Soft StrC MA7-030-CA
1

' 04/17/91 TirE 09:02 FAX [phone] TENCARVA WILMI]lGTON [a005
Performance Data - Winding 07WGW269 Saldor Electric Company (R)
' winding = 07WGW269
RATING - NOMINALS
' mated Output
Volts _.__._ ...� _.... ........ 230/460
—Ful'UbYd Amps _...... - 38119
Speed
Hertz 60
NEMA Design Cede
LR KVA Code ...................... ---- ._. _._ ..... H
' >= cfency K2
'Power Factor LL 82
Rating - Duty - - " ' 40C AMS-CANT
C14ARACTERISTICS
Break Down Tarque -- --•-•---.. _... .. ... ............ ..._.__��_�_ ;
"- Locke&R6tor Torque 110
5ifing current _ 135.0
No -Load Current—_.._._.....__._...^ B:9
one- uie esistance @ 25 degrees C _676
Temperatilre Rise; iri dOe rees C @ F.L. - -'80
' LOAD CHARACTERISTICS -TESTED
°rb of Rated Load - ? 25 50 75 100 US ISO
Power Factor 42 65 ---7T--- _._.82._._... 85 86
Effik ien cy _ _-_ __ _ �8 _....89.1 I 90. t 89.7 88.8 F 87.5 89.2
' eecC(r m� 1790 ' 178i_._-, 17'r0 1759 1748 1735'
LiT- 2-
ne Amperes 9.7 i2.0 75.1 '—'1$:7— 22:$"' 27.2 21.4 s
1
I
fk 9
La. � Y
R J0.5 V YQ
44 t V
w
Cou �piaa✓ SGYY* ``-�
Ye. 01 4j Ya- �/t,;> ¢d -
© 4b/ o V
3

04/17/11 TUE 09:02 M 910 719 8801 TENCARV:4 WILKINGTON
' Baldor Electronic Catalog
Baldor Electric Company (R)
Fort Smith. Arkansas
Catalog Number: M2333T
Spec Number: 07H2O3W269
Horsepower. is
RPM: 1760
Nema Frame: 254T
List Price: 976
' Multiplier: LS
Type: 0748M
C Dimension: 23.18
E8 Full Load: 90.2
Shipping Wt: 223
Molt Code: F
Voltage: 230/ 60
Amps: 39119
Phase: 3
Hertz: 60
Pole: 04
Design: B
' 1,15 Enclosure:
ure: TEFEF
L
Amp Code: H
Mounting: F1
Base Code: RG
Q.E. Bearing: 5309
O.D.E. Bearing: 6307
Rotation: R
Rating: 40C
' Substitute:
Rec Adj FCtr. 'NA' for non -premium efficient or explosion proof motors.
Rec Soft Strk M87-030-CA
a 004

'onnection Diagram for Catalog Number: M3110T - Saldor Electric Company (R) b
111
1-,'-i 'dC_T.AG
IV
4 .5 a 4 h
rj
f ' p 3 � t� b�
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TAERF; CSTATS T ! ram+
1 3 2 3
G
2
WE S:
I WERCr hNGE At%- TWO JNE _E.w,,-�S r
2. 0311-0'4A_ T�-ERMOS-A-S ARE ' Ra 'I,_D V,'W V
Sir ar zC.
3. AM AL NMSER OF MER^JAL DA ;L_EL CIRMITS
M1 BE A ':f ULT P E 3= THOSE . HO',VI ?3M.
I
V:r•T - U t A ,,_... II��LDOR ELECTRIC
S„'Y� E+ .,��ST: G1=y'li i�� G rC..vC i C o , rf
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NATIONAL ENVIRONMENTAL
TECHNOLOGIES
9400-E Southern Pine Boulevard
Charlotte, NC 28273
[phone]
FAX [phone]
FROM: Krish Sridhar
SUBJECT: Price quote
MESSAGE:
I am following up on our telephone conversation. Please provide pricing on the following PVC
fittings:
Qty Item
1 3" Check Valve (swing or ball type)
5 3" quarter turn ball valves or butterfly valves
1 2' x 3" reducer
2 3" Tee
7 3" elbows
2 8" butterfly valve
4 8" elbows
- Unit cost for 3", 6" and 8" SCH 40 PVC pipes.
Please call me if you have any questions.
NUMBER OF PAGES INCLUDING THIS PAGE: 1 DATE:4/16/97

APR-16-1997 10:49 FROM PPS CHLT 704 523 8556 TO 95295298 P.01
g�r-/ PLAS77C PfP/AfG SYSTEMS, INC.
astic Piping Systems Inc. QUOTATION (EXPIRES 05/16/97) PAGE 1
03-07 Trytlan Dr. TERMS: Net 30
hart-ot•:te, KC 28217 (704 )S27--4610
NA -IONAL ENVIRONMENTAL TECH.
9400-E SO-UTHERN PINE BLVO.
CHARLOTTE, NC 20273
OUR ORDER*;
ORDER DATE:
F.O.B. :
SHIP VIA:
SHIP DATE:
1 2
7
4
za
'
20
40025743 a
04j16/97 11:24:32
Shipping Location
SeScL Way
04/16/97
NATIONAL ENVIRONMENTAL TECH,
9400-E SOUTHERN PINE BLVD.
CHARLOTTE, NC 28273
(704)529-SSS3.
ACCOUNT#; 04620040
YOUR P/a#: QUOTE
PLACED BY: KRISH SRIDHAR
CONTRACT#:
JOB #/N_AME:
EA 12iQ.t?30 �Glf G��c� v�.l„,: ldnr %QoD + CIL=I-uDGF
itLV PVC SUC EPDM 3 ASAHI
`r J+�s;
EA I201030 - � '� G��:�k v'__.1, 483.7813
SWING 'CK VLV PVC F L6 EPOM 3 ASAHI
EA 1002030 — •3 (,-fl. I/v!V,.S 7Z.3391
DUO BLOC BV PVC SOC EPDM 3 ASAHI
EA 437-338 - 3" x 71" 9e_';-_'r 1.4745
BUSHING PVC SCH40 SXS 3 X Z"
EA 401--030 �t f� 4.2388
TEE PVC 5CH4O SOC 3"
EA 406-030 �6o f^(11 2.691
90 ELL PVC SCH40 SOC 3"
EA -11010.85 B" ¢Y l� ua(ve. 338.6667
BUTTERFLY VLV PVC EPOM LEVER 8 ASAHI
EA 406-080 - ?" Irkh'LIs 39-5373
90 ELL PVC SCH40 SOC B"
EA' PVC400-10 _ 3SGfi 4-0 rke .7957
PIPE PVC S/40 PE .3
EA PVC40060 - �SGff ljo fi(�e Z.•0695
PIPE PVC S/40 PE 6
481.78
361.70
-2 .-4 7
3.48
18.84
3�6_l
6..;r 33
15:9I
[lo•�d
Authorized by
iiwr

RPR-16-1997 10:49 FROM PPS CHLT 704 523 6556 TO 9529529E P.02
f/
PLAS77C PIPING SYSTEMS, INN
lastic Piping Systems Inc. QUOTATION (EXPIRES 05/16/97) PAGE 2
3603--0-7 Tryclan Dr. TERMS: Net 30
NC 2-8217 (704-)527-4f10
NATIONAL ENVIRONMENTAL TECH.
9400-E SOUTHERN PINE BLVD.
CHARLOTTE. NC 28273
OUR ORDER#: 40013743 Bid
' ORDER DATE: 04/16/97 11:Z4:32
F.C.S. - Shipping Location
SHIP VIA. Best Way
SHIP DATE: 04/16/97
1
NATIONAL ENVIRONMENTAL TECH.
- 940d_E. SOUTHERN PINE BLVD.
CHARLOTTE, NC 20273
(704)529-SS51
ACCOUMT*:
YOUR P/Ot:
PLACED BY:
CONTRACT#:
.7OW44AME:
04620040
QUOTE
KRISH SRIDHAR
20 EA PVC40080 - �,SIN y° �"� 3.1945 63.89
PIPE PVC S/40 PE 8
f4 •r yt yrri+r,tw Mr,tstwtx�e+4,l+'ww+lwwf �e rrwr,4t4tw,tw,t+www wwrerye +t ,k+vr. dr etWxv�rxrwi.wt
NOTE: I HAVE QUOTED BOTFf A SWING CHECK AND A BALL CHECK ON
x* THE 3" SIZE / ALSO OUR' PIPE COMES IN STANDARD Z4 ft.
LENGHTHS *******w"'"`*wTHANKS,
11 LIMES
ripe
SUBTOTAL
------------
1,941.99
TAX
1.15.54
TOTAL
2,058.S3
1
Authorized by

COASTAL PRODUCTS, INC.
6608-4 WirdmIi Way
W ihrurtg un, NC 28405
-0200
IN W�_
Ti Lin
ougti er.
Easy
~ ~� 3e• w
ation•
=' �-� _ ••r � 1;•a tit• #
RUFCO-EX Series Liners.
RUFCO-EX Series
Co -Extruded (3-Layer)
• , r. - t `.='`" RUFCO-EX20
RUFCO-EX30
Our co -extruded three layer geomembrane
„r!�, _, ? �,, �:•`. Consists of outer layers of chemical-
. resistant, high -density polyethylene and an
outstanding flexible and conforming inner
+ laver of very low density polyethylene.
RUFCO-EX90 and RUFCO-EX30 are avail-
,' _ ' t • �' �t �� 14n•1 able in widths up to 200' wide or up to
..
42,500 square foot panels.
Applications..
Landfill Caps
,_�• • (��_. Canal Linings
f..c,-�"' C.r '��-='ire--'�•�i� : �A� .�M� - • i� ' _ nga
Brine Ponces
a = P i 1� Oilfield Pitliners
', •r '' � i ' Mine Tailing Ponds
Decorative Ponds
��s :::-,:,�� : �,• ► ate Farm Ponds
�.:r !.r.; :� :."�`� w. a+�►�. �.. Irrigation Reservoirs
'. Shrimp & Fish Ponds
_ - Leachate Collection Ponds
Waste Water Ponds
'�, �;��.' • ' Secondary Containment
U.S. tLYcir.tdirr- North Central States North Central States
`v` a P.Q. BQ\ 5 ,-- (IN, KY, OH, PA, TN, W r�
5ioLIx F,31! 17_a�11; -51(); 1920 E. Pleasant Street
In 5D C,iii. Y,r)D, 3.3_5-01i 4 Springfield. OH 45505-3362
lx: r�,�`l; r)3:i', in OH Call: [phone]
;;., ,-300 n3.;-3 -ten Fax: [phone]

Specifications - RUFCO-EX20 and RUFCO-EX30
Property Test Method RUFCO-WO RUFCO-00 RUFCQ-EM RUFCO-WO
Minimum Typical Minimum Typical
' Roll Avgs. Roil Avgs. Roll Avgs. Roll Avgs.
Properties
1
1
1
Factory Seam
' Requirements
Thickness
ASTM D 1593
18
20
28
30
mils minimum
Specific aravd)y g/crn3
ASTM D 792
91/glcm3
91/g/crn3
.94/glcm3
_94/g/em3
Carbon Black Content %
ASTM D 1603
2.5
3
2.5
3
Minimum Tensile
ASTM D 638
Properties
(Each direction)
1. Tensile Strength Yield
28
32
48
50
(Ibsen. width)
2. Tensile Strength at Break
80
100.
128
140
(Ibsfn. width)
3. Elongation at Yield
10%
13%
15%
20%
4. Elongation at Break
800%
900%
800%
900%
5. Modulus (force) 0 100%
Elongation (Itifn. width)
28
44
Tear Resistance,
ASTM D 1004
10
12
17
20
lbs. minimum
Low Temperature, OF
ASTM D 746
-94
-94
Dimensional Stability
ASTM D 1204
<1
<1
(each direction,
& change, maximum)
Volatile Loss
ASTM D 1203
.09
.07
(& loss maximum)
Method A
Resistance to Sail Burial
ASTM G 22
(% change maximum in
original value)
1. Tensile Strength Yield
-10
-10
2. Tensile Strength at Break
-10
-10
3. Elongation at Yield
-10
-10
4. Elongation at Break
-10
-10
5_ Modulus of Elasticity
-10
-10
Environmental
ASTM D 1693
10 of 10
10 of 10
Stress Crack
passed
passed
1000 hour test
10% IGEPAL @50QC
Hydrostatic
ASTM D 751
90
92
140
150
Resistance, psi
Puncture Resistance, lbs.
FTMS 101 C
30
37
42
50
Bonded Seam Strength
ASTM D 4545
31
38
41
55
(factory seam, breaking
factor, lbs-An. width)
Peel Adhesion' I
ASTM D 4545
26
30
39
50
lbs./in, minimum)
Dead Load
Pass
Pass
Room Temperature 73 'IF
50% Bonded Seam Load
Resistance to
ASTM G 22
Soil Burial
Peel Adhesion
FTB1
FTB1
Bonded Seam Strength
-10
-10
Dead Load (50% Bonded
Pass
Pass
Seam load, 73 OF)
'Film Tear Bond
Nominal Weight/Thousand Square Feet., RUFCO-EXPO 100 Lbs., RUFCO-EX30 150 Lbs.
Note. To the best of our knowledge, these are minimum and typical roll averages and are intended as guides only, not as specification limits. RAVEN INDUSTRIES
ASSUMES NO LIABILITY IN REGARDS TO THE USE OF THE INFORMATION PROvIDED IN THIS SPECIFICATION.

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http://Nvw%v.topc)zone_coiii/p3-int.asp?z=17&n=3884657.9992725&e=
0 0.3 0.6 0.9 1-2 1-5 km 1
0 0.2 0.4 0.6 0.0 1 Ni
Map center is UTM 17 753947E 3884658N (WGS84/NAD83)
Faison quadrangle M=-8.961
Projection is UTM Zone 17 NAD83 Datum 6 1.602
I of I 11/9/2005 11:06 AM

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