820199_CORRESPONDENCE_20171231

FORTH CAROLINA
Department of Environmental Qual
II

IWASTE UTILIZATION PLAN
Tuesday, April 12, 2016
Producer: Shady Branch Properties, LLC
Farm Name: Pine View Nursery 9-199
100 Lake Dr.
Clinton,NC 28328
Telephone # : [phone]
Type of Operation : Wean to Feeder Swine
Number of Animals: 8400 pigs design capacity
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface 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
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. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. 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 DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. 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 to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste 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. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1 of 10

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
8400 pigs X .4 tons waste/pigs/year = 3360 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
8400 pigs X .48 Ibs PANlpigslyear = 4032 PAN/year
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.
The following acreage will be needed for waste
application based
on the crop to be grown,
soil type
and suface application.
TABLE 1
: ACRES OWNED BY PRODUCER
TRACT
FIELD SOIL TYPE &CLASS-
CROP
YIELD LBS AW COMM ACRES
LBS AW APPLIC.
DETERMINING PHASE
CODE
NIACRE NIACRE
USED TIME
4527
1 NORFOLK 0-2%
BH f 6,5 299 01 1.37
409.63� MAR-SEP
4527
I� 1 NORFOLK D-2%
SG
1L 50
01 1.37
68.5 SEP-MAY
4527
2 NORFOLK 0-2% -I
BH
6.51 292.5
0, 0.7
204.75} MAR-SEP
4527
2 NORFOLK 0-2%
SG
I 1 �� 50
0 0.7
35 SEP-MAY
4527
3 GOLDSBORO 0-2%
BH
6.51 299
0 1.8
538.2 MAR-SEP
4527
_
4 3 GOLDSBORO 0-2%
SG
11 501
0� 1.8
901 SEP-MAY
4527
4 GOLDSBORO 0-2%
BH
j 6.51 2991
01 1.28
382.72 MAR-SEP
4527
4 GOLDSBORO 0-2%
5G
a1 50i
0� 118
64 SEP MAY
4527
5 NORFOLK 0-2% I
BH
1 6.51 2991
01 1
2991 MAR-SEP
4527
- 5 NORFOLK 0-2%
SG
I 1I 50j
01 1
50 SEP-MAY
4527
6 GOLDSBORO 0-2%
BH
j 6.5 2991
01 2.35
702.65 MAR-SEP
4527
6 GOLDSBORO 0-2%
SG '1
1 501
01 2.35
Y 11 7,51SEP-MAY
4527
N
7 NORFOLK 0-2% 1
BH
6.5 2991
01 3.5
1 W. 51 MAR-SEP
4527
7 NORFOLK 0-2%
SG
_
1 50� 01_ 3.5
1751 SEP-MAY
4527
8 AYCOCK 0-1%
BH
6.4 280.32
01 3.86
1082.04 MAR-SEP
4527
8 �AYCOCK 0-1%
SG
11 - 50
03.86
193j SEP-MAY
TOTALS:
5458.49
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2 of 10

+ TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
TRACT
FIELD
SOIL TYPE &CLASS-
CROP
YIELD LBS AW COMM
ACRES
LBS AW APPLIC.
DETERMINING PHASE
CODE
NIACRE N/ACRE
USED TIME
4528
10
INORFOLK 0-2%
C
1381 131.11 0
4.23
554.553 MAR-JUN
4528
I• 10
INORFOLK 0-2%
I W
I 60� 125.41 0�
4.23
530.4421 SEP-APR
4528
10 INORFOLK 0-2%
i SB
I 35� 136.851 0
4.23
578.876 APR-SEP 15
4528
10
NORFOLK 0-2%
ff WA
!-
1 1 30i - OI
4.23
126.9 5EP-ARP
4528 �'
9
-1-
�NORFOLK 0 2%
C
-
i _ 138I 131.1 � 0
4.13
541,443 MAR-JUN
4528
9 +
FOLK 0-2%
0-2%
I W -1
I SB
601 125.41_- 0
351 136.851 01
4.13
4.13
517.902
SEP-APR
4528
9 INORFOLK
565.1911APR-SEP
15
452$
9 �NORFOLK0-2%
1 WA
11 301 01
4.13
123.9 SEP-ARP
- _
TOTALS:
1769.60
— Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE CROP UNITS LBS NIUNIT
C I CORN � BUSHELS I 1.25
BH
HYBRID BERMUDAGRASS-HAY TONS
SMALL GRAIN OVERSEEDED - - - - v AC -- --I
SOYBEANS BUSHELS
50
- - 50
SG
SB
4
W
WHEAT _ �` BUSHELS
WINTER ANNUALS f AC
2.4
WA
100
Page 3 of 10

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
}TABLE i 5.86 5,458Tl, ABLE 2 ]��
8.36 1,770
TOTALS: 24.22 7,228
AMOUNT OF N PRODUCED: 4,032
BALANCE -3,196
*** This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding 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 fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 638.4 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
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.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 2.3 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
TRACT
FIELD
SOIL TYPE
CROP
SG
BH
SG
BH-
SG
BH
WA
APPLICATION APPLICATION
RATE (inlhr) —AM—T (inches)
0.50
0,50 1
I
452�
-I, -2, 5, 7
NORFOLK 0-2%
4527
I, 2, 5, 7
NORFOLK 0-2%
GOLDSBORO0-2%
GOLDSBORO 0-2% --
4527
-3,-4.-6
0.50
0 50
0.35
0.35
'1
'1
'1
4527
4527
3, A, 6
-8
AYCOCK 0-1 % _
YCOCK 0-1%
NORFOLK 0-2%
NORFDLK 0-2% - -
NORFOLK 0-2% - - —
NORFOLK 0-2%
4527
8
'1
4528
-l0, -9
0.50
4528
•lo, •9
-- W
- SB
— 0.50
"1
4528
•10. *9
0.50
"1
4528
010.19
C
0.50
'1
Page 4 of 10

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 the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 5 of 10

NARRATIVE OF OPERATION
Grain sorghum may be planted on the leased land and fertilized at the reate of 98 Ibs/N/ac.
Page 6 of 10

PLANS & SPECIFICATIONS
1. 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. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. 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.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no
greater than 10 tons per acre per year and appropriate filter strips will be used where runoff
leaves the field. These filter strips will be in addition to 'Buffers" required by DEM. (See
FOTG Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
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 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" in the NRCS Technical Reference -
Environment file 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 conditions
conducive to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
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.
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 on bare soil.
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 anv perennial stream or river (other that an irriaation ditch or canal. Animal waste
Page 7 of 10

other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
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 landownwer.
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 croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application 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.). If needed, special vegetation shall be
provided for these areas and 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. Lagoon 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 as a preemergence with no other 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 fpr 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 element. Zinc and copper levels in the soils shall be monitored and alternative
crop sites shall be used when these metals approach excessive levels. pH shall be adjusted
for optimum crop production amd maintained. Soil and waste analysis records shall be kept
for five (5) years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
* Liquid Systems
Page 8 of 10

NAME OF FARM: Pine View Nursery 9-199
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estaiished 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/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
(we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: Shady Bran Prope�rttiiie�s., LLC
SIGNATURE u^ DATE: _/Z`46
NAME OF MANAGER (if different from owner):
please print
SIGNATURE:
DATE:
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: Barwick Ag Services
ADDRESS (AGENCY): 103 Country Club Circle
Clinton, NC 28328
0) 385-1000
SIGNATURE:aj;
DATE:
Page 9 of 9

USDA United States
Agrriiculturet� Bladen County, North Carolina
Farm 12275
Tract 4527
2016 Program Year
CLU
Acres
HEL
Crop
1
5.5
NHEL
2
2.51
NHEL
3
2.83
NHEL
4
44.82
NHEL
Noncro land
5
0.08
NHEL 1
Noncro land
Page Cropland Total: 20.84 acres
Map Created March 30, 2016
Base Image Layer flown in 2014
Common Land Unit
Cropland
Non -Cropland
Tract Boundary
Wetiand Ootormination Identiffers
• Restricted Use
© Limited Restrictions
Exempt from Conservation
Compliance Provisions
USDA FSA maps are for FSA Program administration only. This map does not represent a legal surveyor reflect actual ownership; rether It depicts the information provided directly from the producer andlor the NAIP imagery. The producer
accepts the data 'as Wand assumes all risks associated with its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage Incurred as a result of any user's reliance on this data outside FSA Programs.
Wetland identifiers do not represent the size, shape, or specific determination of the area. Refer to your original determination (CPA•026 and attached maps) for exact boundaries and determinations or contact NRCS.

WASTE UTILIZATION PLAN
Tuesday, April 12, 2016
Producer: Shady Branch Properties, LLC
Farm Name: Deer Track Nursery 9-202
100 Lake Dr
Clinton,NC 28328
Telephone # : [phone]
Type Of Operation : wean to Feeder Swine
Number of Animals: 8400 pigs design capacity
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface 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
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. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. 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 DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. 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 to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste 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. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1 of 9

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
8400 pigs X .4 tons waste/pigs/year = 3360 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
8400 pigs X .48 Ibs PANlpigslyear = 4032 PAN/year
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.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES
DETERMINING PHASE CODE NIACRE NIACRE
1841 �1TNRFOLK 2 6% BH1_6.5'1 299� 03.85
1841 - 1 RFOLK 2-6% �� SG ' 1I_ 501 _ 01 3.85
1841 V 2 _ RAINS _ i BH 1 4.51 194.041 0 3.69
1841 2 RAINS SG ; 11 50� 0 3.69
1841 3 GOLDSBORO 0-2% BH 6 5 299 - -0 2.29
1841 �` 3 GOLDSBORO 0-2% SG 1 1l 50, Oj 2.29
1841 I 4 IGOLDSBORo 0-2% BH I 6.51 299 01 4.11J
1841 4 GOLDSBORO 0-2% I SG �T lI 55 �0 4.1
-- 1841 5 - GOLDSBORO 0-2% Y� BH 61 2991 _ 0 3.74
1841 5 GOLDSBORO 0-2% I SG�IT 1 _ 501 01 3.74
�1841 6 IEXUM 0-2% j BH 6.5j 273 _01 3.86
_ 1841
6 _t
EXUM 0 2%
-
0 2°k
0-2%
0-2%
EXUM 0-2%
0-2%—
_� SG I
v BH 1
SG
_- I BH ,
I SG I
4 T I BH
--_
_ 1
6.51T
11
6.5,
1I
6.51
50
2731-
�501
_ 273J
�501
2731
�k__ -
0� 3
— OI 1
01 1
_ OI 4
O� 4
O; 2
1841
7�,EXUM
7 IEXUM
$ 1EXUM
1841 I-
1841 I
1841
8
1841
9 IEXUM
LBS AW APPLIC.
USED TIME:
1151A5I MAR-SEP
192.5
SEP-MAY
716.008
MAR-SEP
184.5
SEP-MAY
684.71
MAR-SEP
114.5
SEP-MAY
_
1225.9
MAR-SEP
SEP-MAY'
1118.261
1871
MAR-SEP
SEP-MAY
1053.78
MAR-SEP
193
472.291
SEP-MAY
MAR-SEP
86.5
1225.77l
SEP-MAY
MAR-OCT
224.5! SEP-MAY
660.661 MAR-SEP
1841 - 9 EXUM 0-2% II SG 1, 50 0 2.42 121 SEP-MAY
- - — I- U _ -- L_ --- - --- - __
TOTALS: 9817.03
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2 of 9

TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE CROP UNITS LBS NIUNIT
BH HYBRID BERMUDAGRASS-HAY _ _ TONS 50
BH HYBRID BERMUDAGRASS-HAY
SG I SMAlL GRAIN OVERSEEDED
Page 3 of 9

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
TABLE i _ 30.17 9,817
TOTALS: 3D.17 _ 9,817
AMOUNT OF N PRODUCED: 4,032
—BALANCE -5,785
' This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding 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 fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 638.4 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
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.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 2.3 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
TRACT
FIELD
SOIL TYPE
RAINS - - --- —
RAINS - -- -' -
NORFOLK 2-6%
NORFOLK 2-6% _
GOLDSBORO 0 2%
GOLDSBORO 0-2% -
CROP
- SG
BH
SG
BH
APPLICATION
RATE (inlhr)
APPLICATION
AMT (inches)
- 1
—1 .1
1
'1
"1
'1
1841
- -z
2 -
-1
0.40—
0.40 -
0.50
1a41
1641
184I
E
0.50
1841
-3, -4, -5
SG
BH
- SG
0.50
1841
1841
3, 4, 5
0,5D
0.35
6, -7, -8, -9
EXUM 0-2%
6, 7, 8.9 JEXUM 0-2% I BH 1, 0.35 '1 I
* 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 the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 4 of 9

PLANS & SPECIFICATIONS
1. 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. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. 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.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no
greater than 10 tons per acre per year and appropriate filter strips will be used where runoff
leaves the field. These filter strips will be in addition to "Buffers" required by DEM. (See
FOTG Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
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 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" in the NRCS Technical Reference -
Environment file 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 conditions
conducive to odor or flies and to provide uniformity of application.
S. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
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_
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 on bare soil.
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 anv perennial stream or river (other that an irriaation ditch or canal. Animal waste
Page 6 of 9

other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
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 landownwer.
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 croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application 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.). If needed, special vegetation shall be
provided for these areas and 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. Lagoon 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 as a preemergence with no other 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 fpr 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 element. Zinc and copper levels in the soils shall be monitored and alternative
crop sites shall be used when these metals approach excessive levels. pH shall be adjusted
for optimum crop production amd maintained. Soil and waste analysis records shall be kept
for five (5) years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
* Liquid Systems
Page 7 of 9

NAME OF FARM: Deer Track Nursery 9-202
OWNER 1 MANAGER AGREEMENT
(we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished 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/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acres to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: Shady Branch Prope ies, LLC
SIGNATURE:O".ZADA�
NAME OF MANAGER (if different from owner):
SIGNATURE:
please print
DATE:
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: Barwick Ag Services
ADDRESS (AGENCY): 103 Country Club Circle
Clinton, NC 28328
[phone]
SIGNATURE: DATE:
Page 9 of 9

USDA United States
am OopaBladen County, North Carolina
Agriculture
ullure
LISDA FSA mans are for FSA Prnaram administration oniv. This map does not reoresent a leaal survev or reflect actual ownershlD: rather It depicts the information provided directly from the p
Farm 12275
Tract 1841
2016 Program Year
CLU
Acres
HEL
Crop
1
12.96
NHEL
2
26.85
NHEL
3
7.07
NHEL
4
14.03
NHEL
5
14.98
NHEL
Non cro land
6
0.95
NHEL
Noncro land
Paae CrODland Total: 60.91 acres
Map Created March 30, 2016
Base Image Layer flown in 2014
Common Land Unit
Cropland
�on-Cropland
ract Boundary
Wetland Determination Identifiers
• Restricted Use
V Limited Restrictions
Exempt from Conservation
Compliance Provisions
roducerandforlhe NAIP imagery. The producer
accepts the data 'as Wand assumes all risks associated with Its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage Incurred as a resultof any user's reliance on this data outside FSA Programs.
Wetland Identifiers do not represent the size, shape, or speclflc daterminalion of the area. Refer to your original determination (CPA-026 and attached maps) for exact boundaries and detormi nations or contact NRCS.

Waste Utilization Plan
L&NR-FRO
Producer: Glenn D Jones
Name of Farm: Glenn D Jones
Location: 9546 N US 421 Hwy
Clinton NC 28328
Phone: [phone]
Type of operation: Feed -Finish
Number of Animal: 2940
Storage Structure: Anaerobic Lagoon
Method of Application: irrigation
Amount of waste produced per year:
Amount of plant available N (PAN) produced/year:
Amount of plant available phosphorus produced/year:
County: Sampson
5586 ton/year
6762 Ibs./year
3822 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 the 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 avoid drift and downwind odor problems.
6. To maximize the value of the nutrients for crops 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.
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 applications 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
FEB 14 2012
DWQ

Glenn D Jones
Page 2
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.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract No.
Field No.
Soil Type
Crop
Code
Yield/Ac
Lbs. N
unit
Acres
Lbs N
Used i
Month to
Apply
Lbs. N
Per At.
13121
2
WaB
CB/Graze
4.05
49
4.81
952
MAR-SEP
198
13121
2
WaB
SG/Graze
1.0
49
4.91
241
OCT-MAR
5o
3696
3
WaB
CB/Graze
4.05
49
2.51
497
MAR-SEP
198
-3696
3
WaB
SG/Graze
1.0
49
2.51
126
OCT-MAR
50
3697
4
WaB
CB/Graze
4.05
49
2.04
404
MAR-SEP
198
3697
4
WaB
SG/Graze
1.0
49
2.04
102
OCT-MAR
50
3697
5
WaB
CB/Graze
4.05
49
2.50
495
MAR-SEP'
198
3697
S
WaB
SG/Graze
1.0
49
2.50
125
OCT-MAR
50
3696
6
WaB
CB/Graze
4.05
49
3.10
614
MAR-SEP
198
3696
6
WaB
SG/Graze
1.0
49
3.10
155
OCT-MAR
50
3697
7
WaB
CB/Graze
4.05
49
3.58
709
MAR-SEP
198 .
3697
7
WaB
SG/Graze
1.0
49
3.58
179
OCT-MAR
50
3697
8
WaB
CB/Graze
4.05
49
0.84
166
MAR-SEP
198
3697
8
WaB
SG/Graze
1.0
49
0.84
42
OCT-MAR
50
9974
9
WaB
CB/Hay
5.4
49
3.43
906
MAR-SEP
264
9974
9
WaB
SG/Graze
1.0
49
3.43
172
OCT-MAR
50
9974
10
WaB
Corn
74
1 1.22
1 4.72
42.51.
FEB15-JUN -
90
9974
10
WaB
WA
1.0
1 100
1 4.72
4721
SEP-MAR
100
Total 27.53 6780lbs.
Available Nitrogen 6762 lbs.
Surplus or deficit -18 lbs.
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.

Glenn D Jones Page 3
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 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 grain
etc. is to be removed for hay or silage, care should be exercised not to let small grain to reach materity,
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 the 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 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, filters 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 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 1058 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 5292 lbs. of PAN to utilize. Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 18
acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need 42
acres of land_ Please be aware that these are only estmates of the PAN and the land needed. Actual
requirements could vary by 25% depending on the sludge waste analysis, soil types, realistic yields, and
application methods_
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

Glenn DJones
Page 4
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 irrrigate the acres shown in tables.
Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan
invalid.
The following table is provided as a guide for establishing application rates and amounts.
Tract No.
Feld No.
Soil Type
Crop
Code
Applic,
Rate(in/hr)
Applic.
Amount
13121
2
WaB
CB/Graze
0.5
1.0
13121
2
WaB
SG/Graze
0.5
1.0
3696
3
WaB
CB/Graze
0.5
1.0
3696
3
WaB
SG/Graze
0.5
1.0
3697
4
WaB
CB/Graze
0.5
1.0
3697
4
WaB
SG/Graze
0.5
1-0
3697
5
WaB
CB/Graze
0.5
1.0
3697
5
WaB
SG/Graze
0.5
1.0
3696
6
WaB
CB/Graze
0.5
1.0
3696
6
WaB
SG/Graze
0.5
1.0
3697
7
WaB
CB/Graze
0.5
1-0
3697
7
WaB
SG/Graze
0.5
1.0
3697
8
WaB
CB/Graze
0.5
1.0
3697
8
WaB
SG/Graze
0.5
1.0
9974
9
WaB
CB/Hay
0.5
1-0
9974
9
WaB
SG/Graze
0.5
1.0
9974
10
WaB
Corn
0.5
1.0
9974
10
WaB
WA
0.5
1.0

Glenn D Jones
Page 5
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 limitations. 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 one foot of freeboard except in the event of the 25 year 24 hour
storm.
It is the responsibility of the producer and the waste applicator to ensure that the spreader equipment is operated
properly to apply the correct rates 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 have receive the waste analysis report for assistance in determining the
amount of waste per acre and the proper application rate prior to appling the waste.
NARRATIVE OF OPERATION
Mr. Jones plans to hay pull number 9 (3.43 ac) and graze small grain overseed. Animals shall be moved from field by
March 31st.

Glenn D Jones Page 6
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 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 waste. If the producer
does not own adequate land to properly dispose of waste, he/she shall provide a copy 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 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, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application 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 that is eroding at 5 or more 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 Strip).
S. 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 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 that runoff
does not occur offsite or to the 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 or flies.
& Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
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. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potentual 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 residenriai 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 October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).

Glenn D Jones Page 7
REQUIRED SPECIFICATIONS
(continued)
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 he landowner.
14. Waste shall be applied in a manner not to reach other property and public right-of-ways.
1s. 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 wetlands
provided they 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.
17. A protective cover of appropriate vegtation 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 evidences 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 illigal 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 vegetation 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 the 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
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five (5) years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina regulations.

Page 8
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Glenn D Jones
Owner/Manager Agreement Glenn D Jones
I (we) understand and will follow and implement the specifications and the operation and maintenance proce-
dures 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
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: Glenn D Jones
Signature:A=e—Date: .1y �i/i _L_
Name of Manager (If different from owner) �-
Signature: Date:
Name of Person Preparing Plan: G. Glenn Clifton
Affiliation: Prestage Farms, Inc. Phone: [phone]
Address: P.Q. Box 438
Clinton, NC 28329
Signature: 'd . CA Date:

Land owner.
Irrigation System
Designation:
Wetted Diameter
Spacing:
Hydrant Layout:
Hard Nose Traveling Gun System
Glenn D Jones Facility Number
X
Existing Irrigation System
310
feet
65%
200
feet
X
Multiple Hydrants
82-199
New/Expanding
Irrigation System
Single Hydrant
Pull
Number
Lane
Spacing
Pull
Length
Location
Ext/Int
Middle
Start
End
stop
End
Total
Acres
2
200
875
Ext
3.40
1,41
4.81
3
200
470
Int
1.85
0.66
2.51
4
200
300
Int
1.38
0.66
2.04
5
200
415
Ext
1.93
0.57
150
6
200
370
Ext
2.17
0.76
0,17
3.10
7
200
600
Ext
2.82
0.76
3.58
8
Single
0
0.84
9
Single
855
Ext
2.94
0.31
0.18
3.43
10a
Single
360
Ext
2.30
0.70
3.00
10b
Single
500
Ext
1.72
1.72
Total
27.53
Computed By: ¢ , A6".- (;a } _
PRLLFk �uvy„�.� r .
4.72

IRRIGATION SYSTEM PARAMETERS
Land Owner: Glenn D Jones
Date: 2/8/12
Address: 9546 N US 421 Hwy
Clinton NC 28328 Facility No. 82-199
Telephone: [phone]
County: Sampson
TABLE 1- Field Specifications
Field No_
and/or
Pull No.
Maximum
Usable
Size of
Field
Soil Type
Slope
K
Crop(s)
Maximum
Application
Rate
(in/hr)
Maximum
Application
per irrigation
Cycle
(inches)
2
4.81
WaB
0-6
CS/Graze-SG/Graze
0.5
1.0
3
2.51
WaB
0-6
CB/Graze-SG/Graze
0.5
1.0
4
2.04
WaB
0-6
CB/Graze-SG/Graze
0.5
1.0
5
2.50
WaB
0-6
CB/Graze-SG/Graze
0.5
1.0
6
3.10
WaB
0-6
CB/Graze-SG/Graze
0.5
1.0
7
3.S8
WaB
0-6
CB/Graze-SG/Graze
0.5
1.0
8
0.84
WaB
0-6
CB/Graze-SG/Graze
0.5
1.0
9
3.43
Wa8
0-6
CB/Flay-SG/Graze
0.5
1.0
10
4.72
WaB
0-6
Corn/ WA
0.5
1.0
27.53
Computed By:�--

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WASTE UTILIZATION PLAN
------------�--------
Producer ----- :Glenn D Jones County:Sampson
Name of Farm -:Glenn D Jones Farm
Location-----:81 Hardy Lane
Clinton NC 28328
Phone -------- :910-564-6636
Type Operation ------------- :Feed -Finish
Number of Animal ----------- : 2940
Storage Structure ---------- :Anaerobic Lagoon
Method of application ------ :Irrigation
Amount of waste produced per year---------------: tons/year
Amount of plant available N (PAN) produced/year-: 67 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 use
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 teats 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 DW9
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 daf19CEIVED/0ENR/DW0
prior to planting a crop or forages breaking dormancy. Aquifer ProtectionSedon
Injecting the waste or disking will conserve nutrients and MAR 252009
reduce odor problems.
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

Glenn P jQne;A FWk'1E1
=saga 2
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.
YOUR WASTE UTILIZATION PLAN
IS BASED ON THE FOLLOWING:
Tract
Pull
Soil
Crop
Yield Lbs. N
Acres Lbs.
N
Month to
No.
No.
Type
Code
/Acre /Unit
Used
Apply
f'9973'.
1
WaB
B
4.1 50.00
1.95
400
,-MAR-OCT
9973
1
WaB
K'
NIA 50.00
1.95.
98,SEP-MAY
9973
2
WaB
B
4.1 50.00
5.24
1075
MAR-OCT
tQ2973
WaB
K
N/A 50. e . 5. 24
262..SEP-MAY
3696
3
WaB
B
4.1 50.00
2.24t:;
460
MAR-OCT
3696
3
WaB
K
NIA 50.00
2.24,
112
SEP-MAY
3696
4
WaB
B
4.1 50.00
2.02.
415
MAR-OCT
3
4
WaB
K
N/A 50.00
2.0?,.'
101
SEP-MAY
j 3697
5
WaB
B
4.1 50.00
3.04-�­
624
MAR-OCT
3697
5
WaB
K
N/A 50.00
3.04,1
152
SEP-MAY
3696
6
WaB
B
4.1 '50.00
2.98;
611
MAR-OCT
3696.'
6
WaB
K
N/A 50.00
- 2.9.a
149
SEP-MAY
3696
7
WaB
B
4.1 50.00
3.68
755
MAR-OCT
3696
7
WaB
K
N/A 50.00
* 3.68
184
SEP-MAY
.3697
8
BOB
B
3.4 50.00
-'1.23•
210
MAR-OCT
3697
8
BOB
K
N/A 50.00
* 1.23
62
SEP--MAY
9974
9
WaB
B
4.1 50.00
,
3.43
704
MAR-OdT
9974
9
WaB
K
N/A 50.00
* 3.43
172
SEP-MAY
9974
10
WaB
D
75 1.25
1.13
106
MAR-JUN
9974
10
WaB
WA
N/A 100.00
* 1.13
113
SEP-APR
Total
26.9
6765
Available Nitrogen
(includes commercial)
6762
Surplus Or
Deficit
-3
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)-tans
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=F'escu-e(pasture) -tons
WA=Winter Annual
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.

3
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
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 grain
etc, is to be reaaeoved for hay or silage, care should be exercised
not to to let small grain 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 1058 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years, you will have approximately
5292 lbs. of PAN to utilize. assuming you apply this PAN to
hybrid bermudagrass hayland at the rate of 300 lba. of nitrogen
per acre, you will need 18 acres of land. If you apply the
sludge to corn at the rate of 125 lbs. of nitrogen per acre, you
will need 42 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.

Glenn D Jones Farm Page 4
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.
Tract Field Soil Crop
No. No. Type
9973
19973
9973
-- 9973
3696
3696
3696
3696
3697
3697
3696
3696
3696
3696
3697
3697
9974
9974
9974
9974
1
1
2
2
3
3
4
4
5
6
6
,7-
7
8
S
9
9
10
10
WaB
WaB
WaB
WaB
WaB
WaB
WaB
WaB
WaB
WaB
WaB
WaB
WaB
WaB
BoB
B'6B
WaB
WaB
WaB
WaB
B
K
B
K
B
x
B
K
B
K
B
K
B
K
B
K
B
K
D
WA
Applic
Rate
(in/hr)
This is the maximum application
assuming the amount of nitrogen
applied. In many situations the
applied because of the nitrogen
application amount shown can be
conditions.
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
Applic
Amount -
(in (a))
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1,0
IRR--2
PAN'
LBS/AC
205
50
25
50
205
50
205
50
205
50
205
50
205
50
' 170 E-
. 50
205
50
94
100
amount allowed for the soil
allowed for the crop is not over
application amount shown cannot be
limitation. The maximum
applied under optimum soil

Glenn D Jones Farm
Page 5
.--� 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
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

Page 6
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Glenn D Jones Farm
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 thar.e--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 Sail and Water Conservation
District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Glenn D Jones
(Please print)
Signature:6z,�Date: 31tAjoL -_-_
Name of Manager(If different from owner) :
Signature:
Name of Person Preparing Plan:
(Please print:)
Affiliation: Prestage Farms, Inc.
Address: P O Box 438
Clinton NC 25329
ate:
G. Glenn Clifton
Phone: [phone]
Ext. 249
Signature: . _ - g- tl_ _- — Date: 1I �9)0'L

7
EFFECTIVE WETTED ACREAGE FOR
GLENN DAVIS JONES NEW IRRIGATION AREA
PULL PULL LENGTH EFFECT. WIDTH MIDDLE ACRES START END TOTAL
9 855.0 150.0 2.94 0.31 0.18 3.43
{213 0f .4S) (1 r2 0f .35)
10 181.0 179.0 0.74 0.39 0.00
(87.5% of full)
TOTAL EFFECTIVE WETTED ACREAGE:
1.13
4.56 ACRES
NOTES: 1. PULL LENGTHS TAKEN FROM DRAWING BASED ON ASCS FIELD MAP, EFFECTIVE WIDTHS ARE 78% OF
WETTED RADIUS (OR 78% OUTSIDE SPRAY COVERAGE) + 112 LANE SPACING FOR EXTERIOR LANES.
2. EFFECTIVE ACREAGE FOR START ENDS AND STOP ENDS ARE TAKEN FROM CAWMP WETTED ACREAGE
TABLES FOR NEWIEXPANDED SYSTEMS FOR 65% SPACING (188' LANE SPACING. 2W WETTED DW)_
3. WETTED DIA DETERMINED BY OTHERS DURING PREVIOUS WETTABLE ACREAGE DETERMINATION.
4.OPERATOR MUST TAKE PRECAUTIONS AND OBSERVE IRRIGATION EVENTS TO PREVENT RUNOFF FROM
OVERAPPLKCATION, LEAKING ALUM. PIPE JOINTS, SPRAY DRIFT, ETC. APPLICATION SHOULD NOT OCCUR
IN OVER 5 mph WINDS OR ON FROZEN OR SATURATED SOILS.
5.OPERATOR MUST VERIFY REQUIRED SETBACKS AND MARK TRAVELER LANES TO ENSURE ACCURATE APPL
6. SYSTEM SHOULD BE CALIBRATED AND OPERATED TO DESIGN SPECIFICATIONS, OR DESIGN MUST BE
MODIFIED TO ACCOMMODATE CHANGES.
CALCULATIONS BY: R. GtegOry Swain, P.E.
Swain CormMitg Smviom Inc.
503 Underwood St
Cfmton, NC 28328
[phone]
3L:zs /o-2
Data
�►CC�cc►►�� ,p `"r
SEAL
16415
�y
Vfl:
3 Q R'l

r
Wettable Acres Determination Certification
Name of Facility: GI.ENN b. 9oi1a s FA2M Facility Number: 8Z - 199
Owner(s) Name: GLc lv,J D .3a N F. 5, _ Phone No9to- S64 — WoU
Mailing Address: B I OAILDY t. A M 9 C c., ou a..i N G 2A 3 L 8
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination_ The facility's Waste
Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all
worksheets, calculations; and other Wettable Acres Determination documents, along with the
applicable Waste Utilization Plan and Wettable Acre Determination Certification will be filed with
the local Soil and Water Conservation District. A copy will also be kept on site with the Certified
Animal Waste Management Plan. Any future modifications must be approved by a technical
specialist and filed with the Soil and Water Conservation District prior to implementation. If any
modifications to the -existing irrigation system or any new irrigation equipment was required to
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below.
Owner Name: AQ J,*Mf-.-E
Owner Signature Date:��9l0�.
Technical Specialist blame: .CC. GLENnI G4--Fro4 _^
Technical Specialist Signature: A. C�• rs... Date: L9 o7,
If assisted by an Irrigation Specialist or Professional Engineer please read and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste
application equipment has been installed according to NRCS Standards and is ready for use..
IrTgation Speciallst/PE,Name:_
Irrigation Specialist/PE Signature:
Submit this form to:
Attn: Sonya Avant
NC Division of Water Quality
Non -Discharge Compliance & Enforcement Unit
1617 Nfail Service Center
Raleist. Ni C 27699-1617
Date:
WADC - 7/99

9
CAWMP %Wc ale A=c
Hard Hose Traveling Gun System
FIELD DATA SHEET
' TM%mlins Gvn Field Da". zip 17ri.99
1. Mahe and model number CA])PRAM 3250
2. Hose length 9-75 feet] and hose inside diameter (ID) 325 [inch]
;. Gun maize and model number NELSa A 1 5 0
4. Gun nozzle sire t-%o [inch], ring orifice, taper bore orifice.
5. Gun arc angle 180 [degrees]
b. Travel lane spacing 190 [feet]. Indicate whether x uniform, random.
Number of ex1e for bydrants . Number ofinterior hydrants
7. Gun wetted diameter Z-jo [feet]. _x . measured, based on gun chart.
8. Gun pressure - [vsi]. observed at working gauge,
determined from gun charts, calculated (show calculations)
`*9. Operating pressure at hose reel rpsi]- observed at working gauge,
provided by owner.
W * 1 D. Supply line size. [inch] (from pump to last hydrant)-
** 11. Supply line ienath feet (maximum pumping distance).
**12. Supply line tyke PVC, aluminurn-
Y*13. Pump make and model number
**14- Pump capaciry, rim].
* * 15. Engine make and model number T ,
or
**16. Electric motor horsepower and rpm ___[hp] rpm]
Note: It is strongly recommended that operating pressure at the reel and gun wee ed
diameter be field determined.
* Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart
for each - r?-vel lane and snow distance traveled. Show the location of the supply line -
Irrigated acres will be determined by travel lane
Optional data, furnish where possible.
*** Information furnished by
Simatur: of Own= or FacWn- R=r=nfative
Fzint-d Namt of ciamr: x iazihry P pr---tttative
Date
and/or A - Jioa41d C f, -
5ipatm-- cif Te:1" Specialist
6-4 CL,r-r.,4
RrWtrd name of reunL--al Spr.;ial
Date _3I2el oz-

to
IRRIGATION SYSTEM PARAMETERS
Land Owner: Glenn Davis Jones Date: 3128102
Address: 81 Hardy Rd.
Clinton NC 28328 Facility No. 82-199
Telephone: [phone]
County. Sampson
TABLE i - Field Specifications -
Field No.
and/or
Pull No.
Maximum
Usable
Size of
Field
Soil Type
Slope
(%)
Crop(s)
Maximum
Application
Rate
inlhr
Maximum
Application
per Irrigation
Cycle
inches
�1
1-95 -
WaB
0-6
CB- overseed raze
0.5
1.0
`2
5.24
WaB
0-6
CB-(overseed)graze
0.5
1.0
3
2.24
WaB
0-6
CB- overseed raze
0.5
1.0
`4
2:02
WaB
0-6
CB-(overseed)raze
0.5
1.0
5
3.04
WaB
0-6
CB- overseed raze
0.5
1.0
6
2.98
WaB
0-6
CB- overseed raze
0.5
1.0
7
3.68
WaB
0-6
CB- overseed raze
0.5
1.0
8
1.23
BoB
0-6
C overseed raze
0.5
1.0
9
3.43
WaB
0-6
CB- overseed raze
0.5t
1.0
10
1.13
WaB
0-6
Corn, Winter Annual
0.5
1.0
26.94
Computed By. G. Glenn Clifton
ASAO.,Q1:..
�.71 S�� a

Land owner:
Irrigation System
Designation:
Wetted Diameter:
Spacing:
Hydrant Layout
Hard Hose Traveling Gun System
Glenn Darns ,tones Facility Number:
X Existing Irrigation System
290 feet
66%
190 feet
82-199
New/Expanding
Irrigation System
X Multiple Hydrants Single Hydrant
Computed By: G. Glenn Clifton
r,

O�O� W A T ERQG
CO
� Y
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
July 1, 2007
Glenn D Jones
Glenn D. Jones Farm 2 7.�?
81 Hardy Ln
Clinton, NC 28328
Subject: Certificate of Coverage No. AWS820199
Glenn D. Jones Farm
Animal Waste Management System
Sampson County
Dear Glenn D Jones:
In accordance with your application received on 4-Jan-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Glenn D Jones, authorizing the operation of the subject animal
waste management system in accordance with General Permit AWG100000.
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 Glenn D. Jones Farm, located in Sampson County, with an animal capacity of no
greater than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 2940 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 111.19 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 P.
careful attention to the record keeping and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwatexquality.org Location: 2728 Capital Boulevard
An Equal OpportunftylASTmative Action Employer— 50% RMded/10% Post Consumer Paper
N� Carolina
Natindly
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 910-433-3300. 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,
ti
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 AWS820199

o�0F W ArFgp�
.Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
p Alan W. Klimek. P.E. Director
Division of Water Quality
December 1, 2406 RECEIVED
CERTIFIED MAIL
RETURN RECEIPT REQUESTED DEC I
Glenn D Jones
Glenn D. Jones Farmr��
81 Hardy Ln
Clinton, NC 28328
Subject: Application for Renewal of Coverage for Expiring NPDES General Permit
Dear Permittee:
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 htW:gh2o.enr.state.ne.us/at)s/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 vour most recent Waste Utilization Plan with the application 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,
r
Ted L. Bush, Jr., Chief
Aquifer Protection Section
Enclosures
cc (w/o enclosures): Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files - 820199
Prestage Farms Inc
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwalerquality.org Location: 2728 Capital Boulevard
An Equal OpportunitylAffirmative Action Employer— ST/o Recycled/1 0% Post Consumer Paper
Raleigh, NC 27699-1636 Telephone:
Raleigh, NC 27604 Fax 1:
Fax 2:
Customer Service:
NarthCarolina
(919) Natimlly
[phone]
[phone]
[phone]

EFFECTIVE WETTED ACREAGE FOR
GLENN DMRS•JONES NEW IRRIGATION AREA
PULL PULLLENGTH EFFECT. WIDTH MIDDLE ACRES START END
9 855.0 150.0 2.94 0.31 0.18
(2/3 of .46) (1 /2 of .35)
10 181.0 179.0 0.74 0.39 0.00
(87.5% of full)
TOTAL
3.43
1.13
TOTAL EFFECTIVE WETTED ACREAGE: 4.56 ACRES
NOTES: 1- PULL LENGTHS TAKEN FROM DRAWING BASED ON ASCS FIELD MAP; EFFECTIVE WIDTHS ARE 78% OF
WETTED RADIUS (OR 78% OUTSIDE SPRAY COVERAGE) + 1/2 LANE SPACING FOR EXTEAJOR LANES.
2. EFFECTIVE ACREAGE FOR START ENDS AND STOP ENDS ARE TAKEN FROM CAWMP WETTED ACREAGE
TABLES FOR NEWIEXPANDED SYSTEMS FOR 65% SPACING (188' LANE SPACING, 290' WETTED DIA.).
3. WETTED DIA. DETERMINED BY OTHERS DURING PREVIOUS WETTABLE ACREAGE DETERMINATION.
4.OPERATOR MUST TAKE PRECAUTIONS AND OBSERVE IRRIGATION EVENTS TO PREVENT RUNOFF FROM
OVERAPPLICATION, LEAKING ALUM. PIPE JOINTS, SPRAY DRIFT, ETC. APPLICATION SHOULD NOT OCCUR
IN OVER 5 mph WINDS OR ON FROZEN OR SATURATED SOILS.
5. OPERATOR MUST VERIFY REQUIRED SETBACKS AND MARK TRAVELER LANES TO ENSURE ACCURATE APPL
6. SYSTEM SHOULD BE CALIBRATED AND OPERATED TO DESIGN SPECIFICATIONS, OR DESIGN MUST BE
MODIFIED TO ACCOMMODATE CHANGES.
CALCULATIONS BY: R- Gregory Swain, P.E-
Swain Consul5ng Services, Inc.
503 Underwood St
Clinton, NC 28328
[phone]
sig(vat,
3/2- 1oz
Date

NEW EFFECTIVE WETTED ACREAGE BY PULL
9 3.43
10 1.13
TOTAL:
4.56 ac.
Nimi wol
EQUIPMENT
EXISTING TRAVELING
BY PRESTAGE FARMS
DISTRIBUTION TO BE
K
29C
Fi EE
WO(
SET
GUN EQUIP VERIFIED
TECH SPEC. 0 290`
BY ALUM. PIPE.
DIA.
FIELD BORDERS AND ROAD LOCATIONS TAKEN
FROM ASCS AERIAL MAP AND FIELD VERIFIED.

Y
SPRAY DIA. TRAVELING GUN
BORDER
SLINE
N CONSULTING SERVICES, INC.
UNDERWOOD ST. CLINTON, NC
910-590-2703
Glenn Davis Janes
Irrigation Addition
nATC-. -X /'3r, In-) I CrAi C. 1 "�r?I"tr►'

Wettable Acres Determination Certification
Name of Facility:
GLENN b.
-lame s FAkm
Facility Number: 8Z - t99
Owner(s)Name:
LL-N n! b
)o N B
Phone No .4)tD- S64 -_G o 36
Mailing Address:
g1 _ #AQby
LANE_ C-I+iZ...J NG
"3L8
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. Thd facility's Waste
Utilization Plan has been amended as necessary to re1ect actual wetted acreage. A copy of all
worksheets, calculations, and other Wettable Acres Determination documents, along with the
applicable Waste Utilization Plan and Wettable Acre Determination Certification will be fled with
the local Soil and Water Conservation District. A copy wiII also be kept on site with the Certified.
Animal Waste Management Plan. Any future modifications must be approved by a technical
specialist and filed with the Soil and Water Conservation District prior to implementation. If any
modifications to the existing irrigation system or any new irrigation equipment was required to
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below.
Owner Name:_. 0,P- AI Al
Owner Signature
Technical Specialist Name: G. 64CA14 Ge.isrr.V
Technical Specialist Signature: Date: 3 143 n'z-
If assisted by an Irrigation Specialist or Professional Engineer please read and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste
application equipment has been installed according to NRCS Standards and is ready for use.
Irrigation Specialist/PEi,Name:
Irrigation Specialist/PE;Signature: Date:
Submit this form to:
Attn: Sonva Avant
NC Division of Water Quality
Non -Discharge Compliance & Enforcement Unit
1617 Mail Service Center
Raleigh. NC 27699-1617
W:»C - 7/99

Sheet7
CALCULATIONS
Sprinkler Sperificatians
Sprinkler Type: Nelson 150
Nozzle Size: 1.26 inches
Sprinkler Pressure: 50 psi
Flowrate(GPM): 255 gpm
Wetted Diameter: 290 feet *based on field measurement done by
Mr. Glen Clifton, tech. Spec.
ne Spacings
Desired Spacing {%): 70 %
Design Spacing(feet): 203 feet
Actual Spacing (feet): 200 feet
Actual Spacing (%): 69 %
Appliratiu
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate = 0.46 inlhr
330 degree arc = 0.50 in/hr
220 degree arc = 0.75 in/hr
180 degree arc = 0.92 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) = 0.75 inches . So
330 degree arc = 2.73 ft/min 4.0 9
220 degree arc = 3.27 ft/min , ( 1 t
180 degree arc = 5.46 ft/min 19
Mainline Velocity
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.**
**For buried pipelines, velocity should be below 5 feet per second
Pipe size: 6 inches
Velocity= 2.89 ft/sec.
rs-
Page 1
lJ
it

Sheet6
Narrative of Irrigation System Operation
This system is designed under'effective wetted acreage criteria' due to its consideration for NC Cost Share funding.
There has been a 'wetted' acreage determination done on this site previously, however, the producer now wishes
to install underground irrigation piping instead of using the existing aluminum piping.
This farm was sited in 1994, so setback criteria from this time period were used in this design. Specifically applicable
are the 200' setback from residences, and the 100' setback from wells as shown on the working map.
The producer is familiar with the operation, maintenance, winterization, startup, etc. of the equipment used, however,
any questions on these procedure should be referenced to the owner's manuals for the equipment in question.
Many of the pulls shown, excluding pulls 3B,5,9,10 require at least one change in degree of arc during the duration
of the pull. This will require the.operator to be extremely diligent to insure that arc angles are accomplished as
shown, therefore wetting the areas shown.
-0
C�

Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Private
Address: 1635 W. Wards Bridge Rd. Warsaw, NC
Phone: [phone]
Required Docume
The following details of design and materials must accompany all irrigation desig,,D.
1. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The Information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be Installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.
40 M
M

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler (gpm)
255
Operating Pressure at Pump (psi)
99.0
Design Precipitation Rate (inlhr)
0.46
Hose Length (feet)
975
XXXXXXXX
Type of Speed Compensation
Mechanical
xxxxxx x
Pump Type (PTO, Engine, Electric)
Engine
Pump Power Requirement (hp)
26.8
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.)
90 degree bend
4.94
Dead End
3.5
Tee
2.45
Gate Valve
3.5
45 degree bend
2.66
i
11
i
Page 1
Y,

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: Cadman 3250 reel w1 Nelson 150 gun
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hvcirant Nn. (ft rninl (in1hr_1 Width(ft.1 Lenoth(ft) (feet) (Inches) at Gun(Dsh at reel(Dsi) Pattern Comments - Acres Der Dull
1
5,46/2.73
.92/.5
213 310
290
1.26
50
85
180/330
Change of arc required
2
5.4612.73
.92/.5
213 710
290
1.26
50
85
180/330
Change of arc required
3A
3,27/2.73
.75/.5
200 330
290
1.26
50
85
2201330
Change of arc required
3B
5.46
0.92
100 156
290
1.26
50
85
180
4
5.46/2.73
.921.5
200 298
290
1.26
50
85
1801330
Change of arc required
5
3.27
0.75
115 252
290
1.26
50
85
220
1.63
6
5.46/2.73
.921.5
208 570
290
1.26
50
85
180/330
Change of arc required
7
5.46/2.73
.921.5
158 628
290
1.26
50
85
180/330
Change of are required
8
Run 1.5
hours only
226 0
290
1.26
50
85
330
Run in place
9
3.27
0.75
150 0
290
1.26
50
85
220
10
3.27
0.75
171 778
290
1.26
50
85
220

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Glenn D. Jones County: Sampson
Address: 81 Hardy Rd.
Clinton, NC 28328 Date: 10/23/2003
Telephone: [phone]
Table 1 - Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Pull of Field Rate Cycle
Number (acres) Soil Tvoe Slooe % CroWs) (Inlhr) (inches) Comments
1
.1.9
WaB
<5.
Bermuda
0.6
.5-1
2
4 ..
WaB .
<5
Bermuda
0.6
.5-1
3A
1.67
WaB
-�C5
Bermuda
0.6
.5-1
36
0.58
WaB `
<5
Bermuda
.0.6
.5-1
4
1.79
WaB ..
<5
Bermuda
0.6
.5-1
5
1.11
WaB
<5
Bermuda
0.6
.5-1
6
3.33
WaB
<5
Bermuda
0.6
.5-1
7
2.88
WaB
<5
Bermuda
0.6
.5-1
8
0.84
BoB
<5
Bermuda
0.6
.5-1
9
0.48
WaB
<5
Pasture
0.6
.5-1
10
3.54
WaB
<5
Bermuda
0.6
.5-1

Sheef7
R• • -in3f[•Ti1:[4'[:[yiTnl
NPSHA: 21.7
NPSHR: 7 'from pump curve
IfNPSHA>NPSHR OK
Page 3
I

Sheet?
Maximum Mainline Friction Loss
Most distant hydrant: 7
Total distance: 2950 feet
Friction Loss is figured using Hazen/William's Equation
Friction toss= 0.45 feet1100 feet
Max. Mainline Loss = 13.4 feet or 5.8 psi
Total Dynamic Head
Sprinkler Pressure:
50 psi
Loss through traveller:
35 psi
Elevation head:
1.3 psi
Mainline loss:
5.8 psi
Suction head and lift:
2.2 psi
5% fitting loss:
4.7 psi
TOTAL(TDH) =
99.0 psi or
Horsepower Required
Horsepower = Flowrate x TDH(feet)13960/ Pump effeciency
Pump Description: Berkeley B3J
Pump Efficiency: 55 %
orsepower Required: 26.8 Hp
Thrust Biggkong
Thrust Block Area = Thrust 1 Soil Bearing
Strength
. Thrust: 4200 feet
Soil Bearing Strength: 1200 feet
End Cap: 3.5 ft2
90 degree elbow: 4.9 ft2
Tee: 2.5 ft2
45 degree elbow: 2.7 ft2
228.7 feet
d
Pine Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 99.0 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
.,it:.. Page 2 y. .
Y`
I
I

r
Sheet7
N PS HA: 17
NPSHR: 4 *from pump curve
If NPSHA>NPSHR OK
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CAV'%,p '.% c lc 1 - cling Crjn ricld Dzi2 shx =2p'99
Hard Hose Traveling Gun System
FIELD DATA SHEET '
1. Make and model number CARMAN 3250
2. Hose length 9`7 5 [feet] and hose inside diameter (ID) 325 [inch]
3. Gun make and model number
4. Gun nozzle size [inch], ring orifice, taper bore orifice.
5. Gun arc angle i 8a [degrees]
6. Travel lane spacing j 9 0 [feet]. Indicate whether x uniform Tandom.
Number of e> Lerior hydrants Number of interior hydrants
7. Gun wetted diameter z,3o [feet]. tc measured, based on gun chart.
8. Gun pressure [psi], observed at wonting gauge,
deter zed from >Tan charts, calculated (show calculations)
*=9. Operating pressure at hose reel [psi]. observed at working gauge,
provided by owner.
x* 10_ Supply Ene size [inch] (from pump to last hydrant)_
`11. Suppiv line length feet (maximum pumping distznce).
** 12. Supply line type PVC, aluminum.
"* 13. Pump make and model number
**14. Pump capacity, pm].
15. En6ne make and model number
or
*-16. Electric motor horsepower ar)d rpm lhp] [rpm]
?vote: h. is stropczjv recommended that operating pressure at the reel and gun we Led
diameter be field determined.
Locate each hvd, ant on a copy of the map. Indicate the start and stop of the sprinkler cart
for each tra-el lame and show distance traveled. Show the location of the supply line.
I ,igated aa,- es will be detertnin--d by travel lane
Optional da:a, lu.rmisn Where possible.
__* Information furnished by
SiPnarnre of Owns- o: Fa:ilh- R;nr_sentative
Frint✓.^ Ira= of Gale. or raziiit}• RRpressntadvs
Date
and/or ad. A61--) C �--
Si nature of Tech Li Specialist
G. Ctrpi&I CL,rro,!
Frintsd name of Te::nni: O SDtzialist
Date 31 Zs 1 - z-
*"Y Onh die person or persons collecting the data should sign the data sheet.

IRRIGATION SYSTEM PARAMETERS
Land Owner:
Address:
Telephone
Glenn Davis Jones
Date
81 Hardy Rd.
Clinton NC 28328 Facility No
910-564-6636
County:
TABLE 1 - Field Specifications
3/28/02
82-199
Sampson
Field No.
and/or
Pull No.
Maximum
Usable
Size of
Field
Soil Type
Slope
M I
Crop(s)
Maximum
Application
Rate
in/hr)
Maximum
Application
per Irrigation
Cycle
(inches)
1
1.95
WaB
0-6
CB-(overseed)graze
0.5
1.0
2
5.24
WaB
0-6
CB-(overseed) raze
0.5
1.0
3
224
WaB
0-6
CB-(overseed) raze
0.5
1.0
4
2.02
WaB
0-6
CB-(overseed)raze
0.5
1.0
5
3.04
WaB
0-6
CB-(overseed)graze
0.5
1.0
6
2.98
WaB
0-6
CB-(overseed)graze
0.5
1.0
7
3.68
WaB
0-6
CB- overseed graze
0.5
1.0
8
1.23
BoB
0-6
CB-(overseed)graze
0.5
1.0
9
3.43
WaB
0-6
C B-(overseed)q raze
0.5
1.0
10
1.13
WaB
0-6
Corn, Winter Annual
0.5
1.0
26.94
Computed By: G. Glenn Clifton
4 PAP, �ki^'

13
Land owner:
Irrigation System
Designation:
Wetted Diameter:
Spacing:
Hydrant Layout:
Hard Hose Traveling Gun System
Glenn Davis Jones Facility Number:
X Existing Irrigation System
290 feet
66%
190 feet
X Multiple Hydrants
82-199
New/Expanding
Irrigation System
Single Hydrant
Computed By: G. Glenn Clifton

EFFECTIVE WETTED ACREAGE FOR
GLENN DAVIS JONES NEW IRRIGATION AREA
PULL PULL LENGTH EFFECT, WIDTH MIDDLE ACRES START END
9 855.0 150.0 2-94 0.31 0.18
(213 of .46) (112 of .35)
10 181.0 179.0 0.74 0.39 0.00
(87-5% of full)
TOTAL
3.43
1.13
TOTAL EFFECTIVE WETTED ACREAGE: 4.56 ACRES
NOTES: 1. PULL LENGTHS TAKEN FROM DRAWING BASED ON ASCS FIELD MAP; EFFECTIVE WIDTHS ARE 78°% OF
WETTED RADIUS (OR 78% OUTSIDE SPRAY COVERAGE) + 112 LANE SPACING FOR EXTERIOR LANES-
2. EFFECTIVE ACREAGE FOR START ENDS AND STOP ENDS ARE TAKEN FROM CAWMP WETTED ACREAGE
TABLES FOR NEWIEXPANDED SYSTEMS FOR 65% SPACING (188' LANE SPACING, 290' WETTED DIA.).
3. WETTED DIA. DETERMINED BY OTHERS DURING PREVIOUS WETTABLE ACREAGE DETERMINATION.
4. OPERATOR MUST TAKE PRECAUTIONS AND OBSERVE IRRIGATION EVENTS TO PREVENT RUNOFF FROM
OVERAPPLICATION, LEAKING ALUM. PIPE JOINTS, SPRAY DRIFT, ETC. APPLICATION SHOULD NOT OCCUR
IN OVER 5 mph WINDS OR ON FROZEN OR SATURATED SOILS.
5. OPERATOR MUST VERIFY REQUIRED SETBACKS AND MARK TRAVELER LANES TO ENSURE ACCURATE APPL.
6. SYSTEM SHOULD BE CALIBRATED AND OPERATED TO DESIGN SPECIFICATIONS, OR DESIGN MUST BE
MODIFIED TO ACCOMMODATE CHANGES.
CALCULATIONS BY:
R. Gregory Swain, P.E.
Swain Consulting Services, Inc.
503 Underwood St
Clinton, NC 28328
[phone]
SigrTatur6
� see
4 V,
: SEAL- f
16415
31� .; /o z
Date

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A, Preston Howard, Jr., P.E., Director
Glenn D Jones
Glenn D. Jones Farm
81 Hardy Ln
Clinton NC 28328
Dear Mr. Jones:
MONO
[D E H N FR
April 3, 1997 RECEN �
APR 4 7 1991
FAX-UTEV'C
PEG. OFF
SUBJECT: Notice of Violation
Designation of Operator in Charge
Glenn D: Jones Farm
Facility Number 82--199
Sampson County .
You were notified by letter dated November 12, 1996, that you were required to designate a
certified animal waste management system operator as Operator in Charge for the subject facility by .
January 1, 1997. Enclosed with that letter was an Operator in Charge Designation Form for your
facility. Our records indicate that this completed Form has not yet been returned to our office.
For your convenience we are sending you another Operator in Charge Designation Form for your
facility. Please return this completed Form to this office as soon as possible but in no case later
than April 25, 1997. This office maintains a list of certified operators in your area if you need
assistance in locating a certified operator.
Please note that failure to designate an Operator in Charge of your animal waste management
system, is a violation of N.C.G.S. 90A-47.2 and you will be assessed a civil penalty unless an
appropriately certified operator is designated. Please be advised that nothing in this letter should be
taken as absolving you of the responsibility and liability for any past or future violations for your
failure to designate an appropriate Operator in Charge by January 1, 1997.
If you have questions concerning this matter, please contact our Technical Assistance and
Certification Group at [phone].
Sincerely, h�
1)..
for Steve W. Tedder, Chief
Water Quality Section
bb/awdeslet l
cc: Fayetteville Regional Office
Facility File
Enclosure
P.O. Box 29535, N%Af
FAX [phone]
Raleigh, North Carolina 27626-W35 An Equal opportunity/Affirmable Action Employer
Telephone [phone]% recycles/ 10% post -consumer paper

t-
Skate of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Glenn D.Jones
Glenn D. Jones Farm
81 Hardy Lane
Clinton NC 28328
Dear Glenn D. Jones:
M?W'A
0 •
A�A'41
o&*-
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND N ar 5
REC$ V
October 21, 1998
OCT 2 z 1448
FAYETTEVILLE
REG. OFFICE
Subject. Certificate of Coverage No. AWS820199
Glenn D. Jones Farm
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
In accordance with your application received on July 28, 1998, we are forwarding this Certificate of
Coverage (COC) issued to Glenn D. Jones, 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 Glenn D. Jones Farm, located in Sampson County, with an
animal capacity of no greater than 2940 Feeder 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. 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.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]oa3 FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10%, post -consumer paper

Certificate of Coverage AWS820199
Glenn D. Jones Farm
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 binding.
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 Sonya Avant at [phone] ext. 571.
Sincerely,
A. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
Fayetteville Regional Office, Water Qualify Section_ )
Sampson County Soil and Water Conservation District
Permit File

1 T_
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Existing Liquid Animal Waste Operations
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections which are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
1. GENERAL INFORMATION
L I Facility Name: Glenn D. Jones Faun
1.2 Print Land Owners name: Glenn D Jones '
I.3 Mailing address: 81 Hardy Ln
City, State: Clinton NC Zip: 28328
Telephone Number (include area code): 564-6636
1.4 County where facility is located: Sampson
1.5 Facility 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): On north side of SR 1703 approx. 0.3 miles west of
Hwy. 421. Great Coharie.
1.6 Print Farm Managers name (if different from Land Owner):
1.7 Lessee's / integrators name (if applicable; please circle which type is listed): Prestage Farms
1.8 Date Facility Originally Began Operation: 06/28/94
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: 82_ (county number); 199 (facility number).
22 Operation Description: Swine operation
-F—ee-Je—r to Finish
2940- Certified Design Capacity
Is the above information correct? yes; Mno. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum num er or which the waste management structures were designed.
I.ype of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
Wean to Feeder Layer Dairy
Feeder to Finish Non -Layer Beef
Farrow to Wean (# sow) Turkey
Farrow to Feeder (# sow)
Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-G-E 5/28/98 Page I of 4 82 - 199

I—
I
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): .23 Tef Required Acreage (as listed in the AWMP): 24.
2.4 Number of lagoons/ storage ponds (circle which is applicable):
2.5 Are subsurface drains present within 100' of any of the application fields? or00 (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or(please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
YES . or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? 16L�5/93
What was the date that this facility's land application areas were sited? loll i/ 93
3. 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
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
,(% Q.f
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
f
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit
application for animal waste operations.
,T
The CAWMP must include the following components:
3.3.1 The Waste Utilization Plan (WUP)Aust include the amount of Plant Available
Nitrogen (PAN) produced and utilized/by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3.11 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
FORM: AWO-G-E 5/28/98
Page 2 of 4 82 - 199

a
Facility Number: 82 - 199
Facility Name: Glenn D. !ones Farm
4. APPLICANT'S CERTIFICATION:
J1
this application for
has been reviewed by me and is accurate and-!
application are not completed and that if alive
package will be returned to me as incomplete.
Signature
(Land Owner's name listed in question 1.2), attest that
!- - ;'G r: ✓ (Facility name listed in question 1.1)
)mplete to the best of my knowledge. I understand that if all required parts of this
uired supporting information and attachments are not included, this application
Date 7
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I, (Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question I.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 ;f all required supporting information and attachments are not included, this application
package will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98 Page 3 of 4 82 - 199

x
U. S. Department of Agriculture
Soil Conservation Service
NC-ENG-34
September 1980
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner�LENI11 -S _ County SAMPSON
Community or Group No.
Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev. :Est. Elevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements . Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft. % Ft. Ft.
1 500 CROPLAND NONE '
2
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach_ A Slll'1QEN-FAI1 "RE GE-STRUCIURE WiLL--Nnr-EUUNGza-
LIFE OR DAMAGE PUBLIC TRANSPORTAION. APPROX. 2000' TO GREAT COHARIE CREEK AND
1500' to SR 1703
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21) a
Dam Classification (I, II, III, IV, V) IV
By 34SON TU N R DIST TECH. Date 4-5-94
name (title)
Concurred By --6q A . -V1 f AV (571 Date
name (title)
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

INSTRUCTIONS
All dams built with technical assistance from th.- c..•, y r
VIIG JV 1 ! Conservation � Vil Service
must have a hazard classification assigned by the person responsible for
approving the design. Most farm ponds, except in borderline cases, can
be classified after a complete field investigation without assuming failure
and making breach studies. This data sheet is to be used for recording
the information obtained through field studies and for documenting the
hazard classification. Where there is a possibility for loss of life or
major property damage from a dam failure, an approved breach routing
procedure is to be used. (Consult with the area engineer.)
Hazard classifications of dams are made by evaluating the possibility
for loss of life and the extent of damage that would result if the dam
should suddenly breach --that is --a section of the dam be suddenly and
completely washed out. It is to be assumed that a wail of water will be
released equal to the height of the dam. This flood wave will be reduced
in height as it moves down the flood plain. The wave height (depth of
flooding) should be evaluated for a sufficient distance downstream until
the estimated flood level will not cause significant damage to improvements,
such as homes, buildings, roads, utilities, reservoirs, etc. The breach
flood level will be reduced depending on the valley storage, slope, and
openess of the flood plain; however, in a narrow steep valley slopes
steeper than 10% should be given special consideration. One method of
evaluation is to compare available valley storage (under flood conditions)
to impoundment storage (figured to the top of the dam) for each reach
evaluated with a judgment estimate made of the flood wave height at all
critical points downstream.
Should there be -any questions about the hazard classification for a dam,
the area engineer should be consulted before making design commitments.

x. +
SITE INVESTIGATION FOR
PROPOSED SWINE OPERATION
NOTE: A COMMITMENT TO MOVE A„EAD WITH A DESIGN MUST BE MADE
WITHIN 60 DAYS OR THIS INVESTIGATION BECOMES INVALID.
1.
NAME OF
APPLICANT____G�€.V�_�an1Ef
2.
ADDRESS
AND PHONE
NO
3. LOCATION
-----------------------------------------------------------------
4. ARE CULTURAL RESOURCES EVIDENT? YES NO
S. CONTRACT COMPANY ( IF APPL,CABLE)rp-------------T_-__-
o. TYPE OPERATION CFINISRING, SOW, ETC) __�---___ ____--__
7. NUMBER UNITS PLANNED
S. TOTAL AMOUNT OF LAND ON TRACT 2 AC.
9. TRACT NUMBER (IF KNOWN)
10. DISTANCE TO NEAREST RESIDENCE ----------- L6 b o----_--------___FT.
11. SOIL TYPE (S)
12. BASED UPON THE PRELIMINARY INVESTIGATION IS THERE SUFFICIENT
CLAY FOCI LINING THE LAGOON IF REQUIRED?
YES ✓✓ NO
13. HAS PRODUCER BEEN INFORMED OF WASTE MANAGEMENT REQUIREMENTS?
(EQUIPPMNT, CROP TO of PLANTIED APPLICATION RATES, ETC)
YES NO
14. WILL THIS OPERATION REQUIRE LAND CLEARING? YES NO
15. DOES PRODUCER NEED TO INITIATE. AN AD 102o? YES NO
10. BASED UPON CURRENT RULES, REGULATIONS, AND INFORMATION IS THE
PROPOSWSITE SUITABLE 17OR THE TYPE AND SIZE OPERATION REQUESTED?
YES ✓✓ NO
IT SHOULD BE NOTED THAT THIS IS A PRELIMINARY SITE INVESTIGATION.
DESIGN APPROVAL AT ALL REQUIRED LEVELS ARE NECESSARY BEFORE A
WASTE MANAGEMENT PLAN IS FINALIZED AND DELIVERED. IN ADDITION,
DISTRICT AND SCS PERSONNEL HAVE MADE THEIR BEST DETERMINATION ON
THIS DATE. THE APPLICANT IS RESPONSIBLE FOR PROVIDING ADDITIONAL
INFORMATION REGARDING BUILDING PERMITS, COMPANY POLICY, OR OTHER
PERTINENT FACTS.
SCS/DIST - NTATIVE-
__ -------- ---- ----------
APPLICANT
-----z--/-- 9 - =-----------
-z �
DATE
DATET

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PRODUCER:
LOCATION:
WASTE UTILIZATION PLAN PAGE 1
February 16, 1996
GLENN DAVIS JONES
81 HARDY RD
CLINTON NC 28328
TELEPHONE: [phone]
TYPE OPERATION: Feeder to Finish Swine
NUMBER OF ANIMALS: 2940 hogs design capacity
The waste from your animal facility must be land applied at a specified
rate to prevent pollution of surface 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 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 al-l-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. 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. Soil types are important as they have different infilitration
rates, leaching potentials, cation exchange capacities, and available
water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special pre-
cautions, waste may be applied to land eroding at up to 10 tons per
acre per year. 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 DEM
regulations. Wind conditions should also be considered to avoid drift
and downwind odor problems. 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 to bare ground
not more than 30 days prior to planting. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
This plan is based on waste application through irrigation for this
is the manner in which you have chosen to apply your waste. If you
choose to inject the waste in the future, you need to revise this
plan. Nutrient levels for injecting waste and irrigating waste 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 require-
ments should be based on the waste analysis report from your waste
management facility. Attached you will find information on proper
sampling techniques, preparation, and transfer of waste samples to
the lab for analysis. ,
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H.0217 adopted by the Environmental
Management Commission.

WASTE UTILIZATION PLAN PAGE 2
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
2940 hogs x 1.9 tons waste/hags/year = 5586 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER TEAR
2940 hogs x 2.3 lbs PAN/hogs/year = 6762 lbs. PAN/year
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.
The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface application.
I

WASTE UTILIZATION PLAN
PAGE 3
34
TABLE 1: ACRES OWNED BY PRODUCER
'RACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AWi
PER
ACRES
AW
PER C
AC
USED
APPLIC.
TIME
1048.1
i97
1
WaB
BC
4.7
235
4.46
MAR-OCT
3697 1 SG 1 150 4.46 1223
SEP-MAY
BoB IBC
MAR-OCT
3697 3 1 SG 1 150 11.94 197
SEP-MAY
3697 4 WaB BC 4.7 1235 1 12.81 1660.35
MAR-OCT
3697 4 SG 1 150 1 12.81 1140.5
SEP-MAY
9973 1 WaB BC 4.7 1235 1 15.8 11363
MAR-OCT
73 1 SG 1 150 1 15-8 1290
SEP-MAY
3696
1
WaB
BC
4.7
1
1235 1
14.05,1951.75
MAR-OCT
3696
1
SG
1
150 1
14-05
1202.5
3696
2
WaB
BC
4.7
7
1235
1
11645
MAR-OCT
3696
ISG
11
150
1
17
1350
TOTAL 7339.8
- Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirments. Beginning in 1996 the Coastal Zone
Management Act will require farmers in some eastern counties of NC to
have a nutrient management plan that addresses all nutrients. This
Plan only addresses Nitrogen.

du
WASTE UTILIZATION PLAN PAGE 4
TABLE 2. ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached
(Required only if operator does not own adequate
land. See required specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW
PER AC
AC
USED
APPLIC.
TIME
END
TOTAL 10
-- Indicates that this field is being overseeded (i_e. interplanted)
or winter annuals follow summer annuals.
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 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 definitely interfere with the 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.
* Acreage figures may exceed total acreage in fields due to
overseeding.
** lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.

0
WASTE UTILIZATION PLAN
PAGE 5
The following legend explains the crop codes used in tables I and 2 above:
CROP CODE
CROP
BC HYBRID BERMUDAGRASS-CONTROLLED GRAZED
SG I SMALL GRAIN OVERSEEDED
TABLE 1
TABLE 2
TOTAL
AMOUNT O
TOTALS FROM TABLES 1 AND 2
�Y32 7339.8
aL. ob
* * * BALANCE
7339.8
6762
UNITS
TONS
AC
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
PER UNIT
50
50
Acres shown in each of the preceding 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 fields listed may, and most likely will be, more than
the acres shown in the tables.
NOTE: 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 1087.8 pounds: of plant
available nitrogen (PAN) per year in the sludge that will need to be
removed on a periodic basis. This figure is PAN when broadcasting
the sludge. Please be aware that additional acres of land, as well
special equipment, may be needed when you remove' this sludge.

e
a
WASTE UTILIZATION PLAN PAGE 6
See attached map showing the fields to be used for the utilization of
r waste water.
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.
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 waste being stored in
your structure be within 1.7 feet of the top of the dike.
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 1 and 2. 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:
None.

WASTE UTILIZATION PLAN PAGE 7
Plans and Specifications
1. Animal waste shall not reach surface waters of the state by runoff,
dil2't, u"armaue conveyances, direct application, or direct discharge
during operation or land application. Any discharge of waste which
reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of $10�1000 per day by the Division
of Environmental Management for every day the discharge continues.
2. The Field Office must have documentation in the design folder that
the producer either owns or has long term access to adequate
land to properly dispose of waste. If the producer does not own
adequate land to properly dispose of waste, he shall provide NRCS
with a copy of a written agreement with a landowner who is within
a reasonable proximity, allowing him/her the use of the land for
waste application for the life expectancy of the production
facility. 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.
4. Animal waste may be applied to land that has a Resource
Management System (RMS) or an Alternative Conservation System
(ACS). If an ACS is used the soil loss shall be no greater
than 10 tons per acre per year and appropriate filter strips
will be used where runoff leaves the field. These filter
strips will be in addition to "Buffers" required by DEM.
(See FOTG Standard 393 - Filter Strips and Standard 390
Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after
waste application. Waste should not be applied when the
wind is blowing.
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" in
the NRCS Technical Reference - Environment file for guidance.
7. Liquid waste shall be applied at rates riot 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 conditions conducive to odor or flies
and to provide uniformity of application.
B. Animal waste shall not be applied to saLrated soils, during
rainfall events, or when the surface is frozen.
9. Animal waste shall be applied on actively growing crops in
such a manner that no more than 20 to 25 percent of the leaf
area is covered.

r
WASTE UTILIZATION PLAN PAGE 8
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 on bare soil.
11. Animal waste shall not be applied closer than 25 feet to
surface water. This distance may be reduced for waters that
are not perennial provided adequate vegetative filter strips
are present. (See Standard 393 - Filter Strips)
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 wetlands
provided they have been approved as a land application site
by a "technical specialist". Animal waste should not be
applied on grassed waterways that discharge into water
courses, except when applied at agronomic rates and the
application 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. Lagoons and other uncovered waste containment structures
must maintain a maximum operating level to provide adequate
storage for a 25-year, 24-hour storm event in addition to
one (1) foot mandatory freeboard.
18. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments,
berms, pipe runs, etc.). If needed, special vegetation
shall be provided for these areas and 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. Lagoon berms and structures
should be inspected regularly for evidence of erosion, leakage
or discharge.
19. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and imple-
menting a "closure plan" which will eliminate the possibility
of an illegal discharge, pollution and erosion.
20_ Waste handling structures, piping,1pumps, reels, etc., should
be inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should be kept
on site.

� � r
WASTE UTILIZATION PLAN PAGE 9
NAME OF FARM: JONES FARMS
OWNER / MANAGER AGREEMENT
I (we) understand and will follow pnd implement the specifications
and the operation and maintenance procedures established in the ap-
proved 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/or storage system -or construction of new
facilities will require a new utilization plan and a new certification
to be submitted to DEM 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 waste utilization plan. This equipment must be
available at the appropriate pumping time such that no discharge
occurs from the lagoon in a 25-year 1-day storm event. I also cer-
tify that the waste will be applied on the land according to this
plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: GLENN DAVIS JONES
S I GNATURE : DATE : Z I -Z 0 / 9l
NAME OF MANAGER (if di ferent from owner):
please print
SIGNATURE:
DATE:
NAME OF TECHNICAL SPECIALIST: Wilson Spencer
AFFILIATION: NRCS
ADDRESS (AGENCY): 84 County Complex Rd.
Clinton NC 28328
S I GNATURE : DATE: p� — pZ C

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ri SAMPSON COUNTY
EMERGENCY ACTION PLAN
DIVISION OF WATER QUALITY (DWQ) 910-4B6-1541
EMERGENCY MANAGEMENT SERVICES (EMS) 910-592-8996
SOIL & WATER CONSERVATION DISTRICT (SWCD) 910-592-7963
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 910-592-7963
COOPERATIVE EXTENSION SERVICE (CES) 910-592--7161
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 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 problems are
listed below:
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam, any
permanent alteration of the dam should be approved by a
qualified technical specialist.
b. Pump wastes to field at an acceptable rate-.
c. Stop all additional flow to the' lagoon -hold waste in the
house if passible.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -action include:
a. Immediately stop waste application.
b. Create a temporary diversion or berm to contain the
waste.
c. Incorporate waste to reduce 'further 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 (flushing system) pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
e. Repair all leaks prior to restarting pumps.
D. Leakage from flush system, houses, solids separators -actions
include:
a. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
c. Make sure no siphon effect has been created.
.d. Stop all flows in the house,. flush systems, or solid
separators.
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 to catch all seepage, put in a
submersible pump, and pump back into 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 the 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 haw 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.o_r off of
the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Div.ision of
Water Quality) regional. office, at 910-486-1541, 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,. AND 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) Emergency Management Services at
910-592-e996.
c. Instruct EMS to contact local Health Department.
d. Contact local SAMPSON Soil and Water Conservation
District (SWCD), Natural Resources Conservation Service
(NRCS) office at 910-592-7963 and Cooperative Extension
Service (CES) at 910-592-7161 for advice/technical
assistance.
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.

, L `
5. Contact the contractor of your choice to begin repair of the
problem to minimize off -site damage.
a. Contractors Name: rrC5-4�4�w�S�Z''G _
b. Contractors Address:
c. Contractors Phone: 92-5'77/
6. Contact the technical specialist who certified the lagoon (NRCS,
Consulting Engineer, etc.)
a. Name: 1�A+�Y Dart o+
b. phone: 59Z- 5??l
7. 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.
S. If you are a contract swine grower associated with a swine
company integrator, contact the company representative at
1-910--592-5771

Insect Control Checklist for Animal Operations
Source Cause UMPs to Control Insects Site Specific practices
Flush Gutters Accumulation of solids f Flush system is designed and operated
suMciently to remove accumulated solids from
gutters as designed.
Tr Remove bridging of accumulated solids at
discharge
Lagoons and Pits • Crusted Solids D' Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than b -
8 inches over more than 30% of surface.
Excessive Vegetative . Decaying vegetation gr Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along watees edge on impoundment's perimeter.
Dry Systems
Feeders • Feed Spillage 0 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
durine winter). `
rage • Accumulations o
AMIC -November t 1, 1996, Page 1
al
Reduce moisture accumulation within and
around 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 titter strips around feed storage as
needed.

Swine Farm Waste Management Odor Control Checklist
Source Cause UMPs to Minimize Odwr Site Specific Practices
f{tttmsltead + 5wino producllon 0 Vegetative. or wooded buffers;
❑ Recommended best management practices;
&','Good judgment and common sense
Animal body surfaces + Dirty manure -covered animals O Dry' floors
Floor surfaces + Wet manure -covered floors Stoned floors;
I9-101Waterers located over slotted floors;
Cl FF dens at high end of solid floors;
Scrape manure buildup from floors;
0 Underfloor ventilation for drying
Manure collection pits + Urine; MrFicquent manure removal by -flush, pit recharge,
+ Partial microbial decomposition or scrape;
0 Underfloor ventilation
Ventilation exhaust fans + Volatile gases; ❑ Fan maintenance;
Dust 13/'Ifficicnt air movement
aces • Dust Ur Washdown between groups of animals;
O Feed additives;
❑ Feeder covers;
13 Feed dpjivery downspout extenders to feeder
Flush tanks + Agitation of recycled lagoon I'Flush tank covers;
liquid while tanks are filling O Extend fill lines to near bottom of tanks with
nti-siphon vents
Flush alleys • Agitation during wastewater Underfloor flush with underfloor ventilation
conveyance
Pit recharge points + Agitation of recycled lagoon O Extend recharge lines to near bottom of pits
liquid while pits are filling with and siphon vents
Lift stations + Agitation during sump tank ❑ Sump lank covers
tilling and drawdown
Outside drain collection + Agitation during wastewater © Box covers
or junction boxes conveyance
AMOC -November l 1, 1996, Page 3

A
Source Cause DIAN to Minimize Od6r Site Specific Practices
End of drainpipes at • Agitation during wastewater ❑ Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid love[
Lagoon surfaces • Volatile gas emissions; O Proper lagoon liquid capacity;
• Biological mixing; ❑ Correct lagoon startup procedures;
• Agitation ❑ Minimum surface area -to -volume ratio;
❑ Minimum agitation when.pumping;
C1 Mechanical aeration;
WJroven biological additives
Irrigation sprinkler • High pressure agitation; Mr Irrigate on dry days with little or no wind;
nozzles • Wind drill ❑ Minimum recommended operating pressure;:
❑ Pump intake near lagoon liquid surface;
❑ Pump from second -stage lagoon
Storage tank or basin • Partial microbial decomposition; ❑ Bollom or midlevol loading;
surface . Mixing while filling; ❑ Tank covers;
• Agitation when emptying ❑ Basin surface mats of solids;
Settling basin surface Partial m
❑ ,Koven biological additives or oxidants
position; a" Extend drainpipe outlets underneath liquid
•
Mixing while tilling;
level;
•
Agitation when emptying
❑,
Remove settled solids regulurly
Manure, slurry or sludge •
Agitation when spreading;
❑ ,Soil injection of slurry/sludges;
spreader outlets .
Volatile gas emissions
Wash residual manure from spreader alter use;
❑
Proven biological additives or oxidants
Uncovered manure,
Volatile gas emissions while
❑
Soil injection of slurry/sludges
slurry or sludge on field
drying
❑
Soil incorporation within 48 hrs.;
surfaces
❑
Spread in thin uniform layers for rapid drying;
❑ Yfoven biological additives or oxidants
Dead animals • Carcass decomposition 9 Proper disposition of earcussus
Dead animal disposal • Carcass decomposition ❑ Completes covering of carcasses in burial pits;
pits ❑ Proper location/consiruciion of disposal pits
Incinerators • Incomplete combustion ❑ Secondary stack burners
AMOC - November 11, 1996, Page 4

■'
Source Cause / BMPs to Minimize Odor Site Specific Practices 4
Standing water around • Improper drainage; IT Grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roads 0 farm access road maintenance
public roads from farm
access
Additional Information ; Available From :
Swint Manure Management; 0200 RuleBMP 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 Flush - Lagoon Treatment; EBAE 129-88 NCSU - BAE
Lagoon Design 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; PIH-33 NCSU - Swine Extension
Environmental Assurance Program ; NPPC Manual NC Pork Producers 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 Fluridu Cooperative Extension
AMOC -November 11, 1996, Page 5

L k, . 46
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.
Rendering 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 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)
0
December 18, 1996

11., w
Operator:GLENN
JONE-
County:
SAMPSON
Late:
03/17/94
Distance
to nearest
residence
(other
than
owner):
Z404.0
feet
1. STEADY STATE LIVE
WEIGHT
C)
sows
( farrow
to finish'i
x
1417
lbs. =
0
1bs
0
sows
(farrow
to feeder)
52''1
lbs.
0
lbs
2940
head
( finishing
only)
X
13 5
lbs. _
-_,96900
lbs
{}
'J'c,wS
(farrow
to wean)
r
4
lbs.
0
lbs
Ci
head
( wean t -
feeder)
11
D
lbs. -
0
lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 396900 lbs
2. MT N I MUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume 969C)+? lbs. SSLW x Treatment Vo i ume (CF) / l b . SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = T96900 cubic feet
. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cu.bic feet SLUDGE ACCUMULATION NOT COMPUTED
AT OWNERS REQUEST. REMOVE SLUDGE
4. TOTAL DESIGN VOLUME AS NEEDED.
Inside top length 300.0 feet Inside top width 240.0 feet
Tap of dike at elevation 47.5 feet
Freeboard 1.0 feet ; Side slopes Y.o : 1 (Inside lagoon)
Total design; lagoon liquid level at elevation 46.5 feet
Bottom of lagoon elevation. T5.5 feet
Seasonal high water table elevation 38.0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.o _ . c) _ . 0 294 .0 7234 . D 11.00
AREA OF TOP
LENGTH * WIDTH =
2"94.{) 24.i->
AREA OF BOTTOM
LENGTH * WIDTH
,X?29.0 1 68.0
68796 (AREA OF TOF')
78-=G4 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
'bl.c i1,? 22G9844 (AREA OF MIDSECTION * 4)
CU. FT. w CAR:EA TOP + f4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
• ,37 6. 2U9844.0 4. C-) i . 8
VOLUME OF LAi=rON AT TOTAL DESIGN LIQUID LEVEL = 581(_►64 CU . F T .

b . TEMPORARY STORAGE REDU I RED
DRAINAGE AREA:
Lagoon ( top of dike)
Length * Width =
square feet
Buildings (root and lot water)
Length * Width =
r � , 0 0.0 0.0 square feet
TOTAL Dr. 7-200 �t i . f square feet
Design temporary storage- period to be 1-20 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW c= .001:36
oiulne = '-76�i3(; L bs. SS'LW z Cr= of Wa-rte�'Lb, /Day 18;=) days
Volume = ?7161 cubic feet
bB. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of -Fresh water used for a flesh system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day s 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.C) inches
V01LLMe = 7.4J in * DA / 123 inches per foot
Volume = 42'00 ], CI cuubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.s' inches / 1" inches per foot * DA
Volume - 42000.0 cubic feet -
TOTAL REQUIRED TEMPORARY STORAGE
5A.
97161
cubic
feet
5D.
s)
cubic
feet ,
5C.
42000
cubic
feet
5D.
42000
cubic
feet
TOTAL
181161
cubic
feet
6. SUMMARY
Total -required volume 578061 cubic feet
Total design volume avail. 5.31064 Cubic feet
k'L�iLliiae ,1L1= 5_!i t zr-LlmLtli!tlOrl 791-900 cubir- -Pt
At elev. 4 .7 feet ; Volume is-397584 cubic feet (end pumping)
Total design v01UMe less 25yr--24hr storm is 539064 cubic feet
At elev. 45.8 feet ; Volume is 533679 cubic feet (start pumping)
Seasonal high water table elevation 3-8.0 feet
7. DESIGNED BY: �i(�-�— ���' APPROVED BY:
DATE: 3 1 r-T 19*+ DATE:
NOTE: SEE ATTACHIED WASTE UTILIZATION PLAN
COMMENTS:

1
1
s r OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
min. odor control. The time required for the planned fluid level to be
reached (permanent + temporary storage) may vary due to soil conditions
flushing operations, and the amount of fresh water _added to the system.
The designed 6 months temporary storage is an estimated volume
based on: 1) waste from animals; 2) excess rainfall after evaporation;
and :�) the largest 74 hour (one day) rainfall that occurs on the
average of once every 25 years. The volume of waste generated from
a given number of animals will be fairly constant throughout the year
and from year to year. This estimate is based on 7 inches of excess
rainfall which is equal to or er.,ceeds the highest b months excess in
a year. The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will need to be
pumped each year. The 25 year rainfall will not be a factor to consider
in an annual pumping Cycle, bur this storage volume must always be
available. A ma: -imam __=vatiun 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 on the elevation to
begin pumping, a. permanent marker must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimum treatment depth (6 feet).
Pumping can be started or stopped at any time between these two
elevations for operating c:_nvenience ax site conditions permit, uch as
weather, soils, crop, and equipment in order to apply waste withcu.t
r-.-tnoff 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 -alp. 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 precharginc is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilisation plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
_ . BEgiM pump -out of the lagoon when flLlid level reaches eleva-
tion 45.-S as marked by permanent marker. Stop pump -but when
the fluid level reaches elevation 4-'.7 or before the fluid depth is
less than b feet deep ( this prevents the loss Of favorable
bacteria). The design tefmporary storage, less 25 year storm
is 179161 Cubic feet or 1+-)409?-5 gallons. As stated before, thi
volume will vary con=_derably from year to year.

State of North Carolina
Department of Environment
and Natural Resources
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Kerr T. Stevens, Director
Apri16, 2001
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Glenn D. Jones
Glenn D. Jones Farm
81 Hardy Lane
Clinton NC 28328
IT
NCDENR
NORTH CAROL-INA DE-ARTMEWr OF
ENVIRONMENT AND NATURAL RESOURCES
r '16 2001
Subject: Notification for Wettable Acre Determination
Animal Waste Management System
Glenn D. Jones Farm
Facility Number 82-199
Sampson County
Dear Glenn D. Jones:
A letter dated January 15, 1999 was sent to advise you about concerns associated with Certified Animal
Waste Management Plans and the method by which the irrigated acres within the plans were calculated. Only
the acres that are wetted can be credited in the waste management plan as receiving waste application. Any
acreage within the plan that can not be reached by waste application equipment can not be used as part of your
plan.
An evaluation by Scott Faircloth on 5/1 1/99 was made to review the actual number of acres at your
facility that receive animal waste during land application. The evaluation of your facility has yielded one of
the following two results as indicated by the box marked with an "X".
Category 1:
❑ The evaluation of your facility could not be completed due to a lack of information. Please
contact your Technical Specialist to assist in providing Scott Faircloth the necessary
information to potentially exempt your facility from undergoing a complete wettable acre
determination. Please submit this information to Scott Faircloth, at 225 Green Street, Suite
714, Fayetteville, NC 28301, within in 90 days of the receipt of this letter. If you have any
questions please contact Scott Faircloth at [phone]. If within 90 days you are
unable to provide Scott Faircloth with the information you are automatically required
to complete a Wettable Acre Determination as described by Category 2 below, within
180 days of receipt of this letter.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Notification for Wettable Acre Determination
Animal Waste Management System
Page 2
Category 2:
�[ Your facility has been identified by the Department of Environment and Natural Resources
as a facility that may have overestimated the number of acres actually receiving animal
waste. Therefore, some or all of your fields may be exceeding the allowable loading rates
set in your Certified Animal Waste Management Plan.
In order to resolve this issue, please contact a designated Technical Specialist to have him
or her conduct a Wettable Acre Determination for your facility. The Technical Specialist must
be one that has been approved by the Soil and Water Conservation Commission to conduct
Wettable Acre Determinations. Many Technical Specialist with the N.C. Cooperative Extension
Service, the Soil and Water Conservation Districts, the Natural Resources Conservation
Service, and the Division of Soil and Water Conservation have received this special
designation. You may also contact a private Technical Specialist who has received this
designation, or a Professional Engineer.
All needed modifications to your Animal Waste Management System must be made and
the Wettable Acres Determination Certification must be returned to DWQ within the next
180 days. If the needed modifications are not made and if the form is not returned within the
required time, DWQ will be forced to take appropriate enforcement actions to bring this facility
into compliance. These actions may include civil penalty assessments, permit revocation,
and/or injunctive relief.
Once a Wettable Acre Determination has been completed, a copy of the attached Wettable
Acre Determination Certification must be submitted to the address listed on the form. Please
note that both the owner and the Technical Specialist must sign the certification. A copy of all
the Wettable Acre Determination documentation that applies to your Waste Utilization Plan
must be kept at your facility. DWQ and the Division of Soil & Water Conservation Staff will
review all documentation during their annual visit of your facility. An additional copy must by
kept on file at the local Soil & Water Conservation District Office. Please note that if you install
or modify your irrigation system, a designated Irrigation Specialist or a Professional Engineer
must also sign the Wettable Acre Determination Certification.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact Sonya Avant of our
Central Office staff at [phone] ext. 571.
1
Sincerely,
Kerr T. Stevens
cc: Fayetteville Regional Office
Sampson County Soil and Water Conservation District
Facility File
Prestage Farms

ANIMAL FACILITY ANNUAL CERTIFICATION FORM
Certificate of Coverage or Permit Number AIC A 2ka- &-t County oN Year 2ao (�
Facility Name (as shown on Certificate of Coverage or Permit)je.,i,y oIV es
Operator in Charge for this Facility C /e o iv .5 Certification # 19 k yam_
Land application of animal waste as allowed by the above permit occurred during the past calendar year
YES NO. If NO, skip Part I and Part II and proceed to the certification. Also, if animal waste
was generated but not land applied, please attach an explanation on how the animal waste was handled.
Part I: Facility Information:
1. Total number of application Fields or Pulls/(please check the appropriate box} in the Certified Animal
Waste Management Plan (CAWMP): / o Total Useable Acres approved in the CAWMP
2. Total number of Fields or Pulls4lease check the appropriate box) on which land application occurred
during the year: !a Total Acres on which waste was applied 14. 9 4e
3. Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWMP and
the permit: 7 _T 7. ? A-
5. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken
off site during the year-- p :v - - tons .or gallons- (please check the appropi-i&6 box}
6. Annual average number of animals by type at this facility during the previous year:
2 5r o 0
7. Largest and smallest number of animals by type at this facility at any one time during the previous year -
Largest / 0,0
Smallest
(These numbers are for informational purposes only since the only permit limit on the number of animals
at the facility is the annual average numbers)
8. Facility's Integrator if applicable: Ae f �_ 67- to ti.
Vrl
Part I1: Facility Status:
IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN
DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NON
COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO BE TAKEN TO
BRING THIS FACILITY BACK INTO COMPLIANCE.
1. Only animal waste generated at this facility was applied to the permitted sites during Yes / No
the past calendar year. RECEIVED ---
2. The facility was operated in such a way that there was no irect runoff of waste from Yes t/ No
l Eb 10 RUN
AFACF 3-14-03 1
DEE -FAYMU i1E014l1AL OMOE

the facility (including the houses, lagoons/storage ponds and the application sites) during
the past calendar year.
3. There was no discharge of waste to surface water from this facility during the past
Yes,' No
calendar year.
4. There was no freeboard violation in any lagoons or storage ponds at this facility during
Yes/ No
the past calendar year.
5. There was no PAN application to any fields or crops at this facility greater than the
Yes/ No
levels specified in this facility's CAWMP during the past calendar year.
6. All land application equipment was calibrated at least once during the past calendar year.
Yes/ No
7. Sludge accumulation in all lagoons did not exceed the volume for which the lagoon
Yes/' No
was designed or reduce the lagoon's minimum treatment volume to less than the volume
for which the lagoon was designed.
8. A copy of the Annual Sludge Survey Form for this facility is attached to this Certification.
Yes/ No
9. Annual soils analysis were performed on each field receiving animal waste during the
Yes/ No
past calendar year.
10. Soil pH was maintained as specified in the permit during the past calendar Year?
Yes / No
11. All required monitoring and reporting was performed in accordance with the facility's
Yes No
permit during the past calendar year.
12. All operations and maintenance requirements in the permit were complied with during
Yes / No
the past calendar year or, in the case of a deviation, prior authorization was received
from the Division of Water Quality.
13. Crops as specified in the CAWMP were maintained during the past calendar year on all
Yes/ No
sites receiving animal waste and the crops grown were removed in accordance with
the facility's permit.
f
14. All buffer requirements as specified on the permit and the CAWMP for this facility were
Yes! No
.maintained during each application of animal waste during the past calendar year.
"I certify under penalty of law that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of
my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations."
G /?-A" Al D
Pennittee Name and Title (type or print)
Signature of
Signature of Operator in Charge
(if different from Permittee)
2 7- 0 4-
Date
Date
AFACF 3-14-03 2

RECEIVED
Sludge Survey Data Sheet
I FEB 10 200B
DEM-FAYEMLLE REGIONAL OFHCE
Lagoon identification:
Sludge Survey Data Sheet
Completed by: { s sl - ; , s' .:.., Date:
Print Dame Signature
(A)
Grid
Point
No.
(8)
Distance from liquid surface
to to of sludge
(C)
Distance from liquid surface
to lagoon botiom soil
(C)-(B)
Thickness of sludge
la er
Ft. & inches
Feet tenths
Ft_ & inches
Feet tenths
Ft. & inches
Feet tenths
y
..�
^r
r
2
3
s
4
5
6
t_: 7
!
{
7
8
<,
9
f
1
10
`-
---
--
11
12
13
14
>
15
16
17
18
19
20
21
22
23
24
Average
J �
*All Grid Points and corresponding sludge laver thickness must be shown on a sketch
attached to this Sludge Survey Data Sheet.
See Appendix 6 for conversion from inches to tenths of feet.
White - Office Yellow - Producer

Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number`;
B. Lagoon Identification
C. Person(s) taking Measurements _ ., d- %:.,7`.;`
D. Date of Measurements
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer:
b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon:
c. Thickness 'of the sludge layer if making a direct measurement with "core sampler":
F. Lagoon Surface Area (using dimensions at inside top of bank): (acres)
(Draw sketch of lagoon on a separate sheet and list dimensions, and calculate surface area.)
G. Estimate number of sampling points:
a. Less than 1.33 acre: Use 8 points
b. If more than 1.33 acre, t , i acres x 6 = IC with maximum of 24.
(Using sketch and dimensions, develop a uniform "grid" that has number of intersection points that match
most closely with the estimated number of sampling points needed. plumber the grid intersection points on
the lagoon grid to correspond with the data to be recorded for points of measurement)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet".
L At time of sludge survey, also measure the distance from the Maximum Liquid Level
to the Present Liquid Level (measure at the lagoon gage pole):
J. Determine distance from Maximum Liquid Level to Minimum Liquid Level:
(Determine from Plan or other lagoon records) -
K. Calculate distance from present liquid surface level to Minimum Liquid
level: Item J — Item I, assuming present liquid level is below Max. Liq. Level:
L. Record from sludge survey data sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measurement points):
M. Record from sludge survey data sheet the distance from the present liquid surface level
to the top of the sludge layer (average for all the measurement points):
N. Record from sludge survey data sheet the average thickness of the sludge layer:
D. Calculate the thickness of the existing Liquid Treatment Zone (item M -- Item i):
(Note: If Item O is less than 4 ft., a sludge removal and utilization plan may be required by
N- C. DWQ. See your specific permit or contact DWQ for more information.)
P. Proceed to Sludge Volume Worksheet if desire to calculate sludge volume for rectangular shaped
lagoon with uniform side slope.
Completed by Date.
Print Name Signature
White - Office Yellow - Producer

0,
Lagoon Sludge Survey Form
A. Farm Peradi or DWO identification Number. B. Lagooea n idenfilltior+ e� th n B S CLI P a 1 �}j
C. Person(s) taking Measurements a s3 d- T-r a fi y
D. Date of Measurements d " a
E. Used for Measuement of
a. Distance from the lagoon liquid surface to the top of the sludge layer.
b. Distance from the lagciori liquid sud*= to the bottom (soil) of lagoon:
PG le fA:+th Inexurement
c. Thickness of the sludge layer if making a direct measurement with 'core sampled'
_.� t1l �
RECEIVED
FEB. I 1 2M
MM - FAYETTE Uf RMOML OFFICE
F. Lagoon Surface Area (using duTwaiorm at the inside top of bank):: + (acres) -
(Draw sketch of lagoon on a separate sheet and list dimensions, and caiealate surface area-)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 paints
b. If moss ttran 1.33 acres. 1 , acres x 6 = {Q , with maximum of 24.
(using sketch and dimensions. develop a unftm 'grid' that has number of IcMerseeW poirrta that MaDfi
most closely with the estimated number of sampling points needed. Number Nis grid Intersection points on
Me lagoon grid to correspond with the data to be reoonded for points of nwasurernent.)
H. Conduct sludge survey and record data on 'Sludge Survey Data Sheet'.
I. At the lime of sludge survey, also measure the distance from the Maximum Liquid Level (_
to the Present Liquid Level (measure at the lagoon gage pole):
J. Determine distance from Maximum Liquid limit to Witmum Liquid Level: Gr 10
(Determine from Plan or other lagoon records)
K. Calculate distance from present liquid surface level to Minimum Liquid
Level: ltemJ - Rom 1, assuming present liquid level Is below Max Llq- Level: , I
L. Record tram sludge survey data sheet the knee from the present liquid surface level r
to the Lagoon bottom (average for aQ the meammment points):
M. Rao:cxd from the sludge survey data sheet the distance from the present liquid surface level
to the top of the sludge layer (average for all the measurement points): +
N. Record from the sludge survey data sheet tile average thickness of the sludge layer.
O. Calculate the thickness of the existing Liquid Treatment Zone (Item M - hem K): ?
(Note: If item O is less than 4 fL. a stodge removal and utilization plan may be required by
N.C. TYWQ. See your specific permit or cmviad DWO for morn Information.)
P. Proceed to the sludge Volume Worksheet if destre to calculate sludge votume for rectangular shaped
lagoon with uniform side slope. LL��
Completed by NA S f 0 e r s a T —6 -O Y

Sludge Survey Data Sheet
Lagoon Identification:,. Completed By: RaS 5_ P�rerSon Date: I —p� D —Oq
Print Name Signature
Grid
Point
No.
Distance from liquid surface
to top of sludge
11Distance fromsludge
to lagoon bottomlsoil)
r
layer
1-
©
NEWIM
1 _
—��TM
• All Grid Points and corresponding scud a laver thickness must be shown on a sketch
attached to this Sludge Survey Data Sheet.
remvereinn Tahip From Inches to Tenths of feet
Inches
Tenths of feet
Inches
Tenths of feet
1
0.1
7
0.6
2
0.2
8
0.7
3
0.2
9
0.7
4
0.3
10
0.8
5
0.4
11
0,9
6
0.5
12
1.0

a on
an a
0
0
a
ME
No
1
am 0
a No
EMM.111 a
an 0 MEN I
a No ME No
a MUMEMIN a oil 0 a
a mmomm a in a
no
':son Is Ill.
11 6:
gin..
soon
a 0 01
mom
won EMEMEno
man
1 11 0-0-1
no Mmill a 0
so0 mom
0
MI WE
a 0 11 11
0 a
a a mobdow
0
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a MIN
a No
1111101.:g;mONE�5'
a minim
Eno N w
0 0
11 0
INall a a
a
0 a 0
noun a a
Ia a
N ON
a e
0
0 a
1 10101IMMOMMOMMUNIM
2
a on
WE I.Summoung
MORMON
onslic
milli
11 muss
I a
111110,
mom
mulm
EME a
NONE a
a 0 a a No
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NOUN R
ON
ON MI
M
Iw
sumall
0
a
a
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an
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low
00
001 nil
HE III am
�9 .

IRRIGATION SYSTEM PARAMETERS
Land Owner: Glenn Davis Jones Date: 3128/02
Address: 81 Hardy Rd.
Clinton NC 28328 Facility No. 82-199
Telephone: [phone]
County: Sampson
TABLE 1 - Field Specifications
Field No.
and/or
Pull No.
Maximum
Usable
Size of
Field
Soil Type
Slope
M
Crop(s)
Maximum
Application
Rate
(in/hr)
Maximum
Application
per Irrigation
Cycle
(inches)
N1
1.95 -
WaB
0-6
CB-(overseed)graze
0.5
1'.0
' 2
5.24
WaB
0-6
CB- overseed)graze
0.5
1.0
3
2.24
WaB
0-6
CB-(overseed)graze
0.5
1.0
`4
2:02
WaB
0-6
CB-(overseed)graze
0.5
1.0
`5
3.04
WaB
0-6
CB- overseed)graze
;•:0.5
1.0
` 6
2.98
WaB
0-6
CB-(overseed)graze
0.5
1.0
7
3.68
WaB
0-6
CB-(overseed)graze
0.5
1.0
8
1.23
BoB
0-6
CB-(overseed)graze
0.5
1.0
1-- 9
3.43
WaB
0-6
CB-(overseed)graze
0.5�,
1.0
10
1.13
WaB
0-6
Corn, Winter Annual
0.5
1.0
26.94
Computed By: G. Glenn Clifton

r
CAS IM,F A=rr.
Hard Hose Traveling Gun System
FIELD DATA SHEET
Traveling Gun Field Lava rhee— 220.,99
1.
Mahe and model number CcilpM ra N 3z s o
2.
Hose length 91 S feet] and hose inside diameter (ID)
325 [inch]
3.
Gun make and model number t4F_LSc 14 1 5 O
4.
Gun nozzle size I•2a [inch], ring orinnce,
taper bore o:ince.
S.
Gun arc angle 180 [degrees]
6.
Travel Iane spacing 1 9 0 [f et]. Indicate whether
n uniform;; random.
Number of exterior hydrants Number of interior hydrants
7.
Gun wetted diameter Z9 a [feet]. X . measured,
based on gun chart.
8.
Gun pressure [psi]. ,'
observed at working gauge,
determined from gun charts,
calculated (show calculations)
**9.
Operating pressure at hose reel f psi].
observed at working gauge,
provided by owner.
_* 10.
Supply lime size [inch] (from pump to last hydrant).
**11.
Supply line leng-th feet (maximum pumping distance).
**12.
Supply line type PVC, aluminum.
**13. Pump make and model number
**14. Pump capacity, gpm).
**16. En�-ie mzke and model number
or
*16. Electric motor horsepower and rpm
[hp] _ [rpm]
Note- It is strongly recommended that operating pressure at the reel and gun we ted
diameter be field determined. —
* Locate each hydrant on a copy of the map. indicate the sta-t and stop of the sprinkler cart
for each travel lane and show distance traveled. Show the location of the supply line,
bleated acres will be det,,nined by travel lane
Optional data, furtisn where possible.
*** Information furnished by
Signamre of QR-n_r or P'aciiirry Representative
Priutad lame of DRmer or raHEty Representative
Dale
and/or . 19611-J
Siznatnre of Techniml Specs is
6. igLEn4V CL,rro,4
Printed name of T=hniml Specialist
Date 3/ 28 j - x-
' "" Ohly the person or persons cone Ling the data should sip the data sheet.

Land owner:
Irrigation System
Designation:
Wetted Diameter:
Spacing:
Hydrant Layout:
Hard Hose Traveling Gun System
Glenn Davis ,tones Facility Number: 82-199
X Existing Irrigation System New/Expanding
Irrigation System
290 feet
66%
190 feet
X Multiple Hydrants Single Hydrant
Computed By: G. Glenn Clifton \
_-J,

Roel Cart—>
Wind
Dlroatlon ., -
Left Rlpht
Co Transact of
COlf0 87 854321 123459 7B2
eatton�0 00000400 000000000
[#auaaa
Gun
Cart
Dlreatlon
of Travel
At least one f
Wattad Diameter Wafted Diameter
from End of Reld
i. sum of all catches inches
j. average catch (i/number of gauges) inches
distance traveled (ft)
k. average travel speed =
time (ruin)
1. stun of all deviations from the average catch
m. average deviation from average catch
n. Uniformity coefficient
ft) ` (m)
UC — X 100 — %
G)
Interpret the calibration data and make necessary adjustments.
For travelers with proper overlap and operated in light wind, an application uniformity
greater than 80 percent is common.
Application uniformity between 60 to $0 percent is in the "good" range and is acceptable
for wastewater application.
Generally, an application uniformity below 60 percent is considered unacceptable for
wastewater imgation using travelers. If the computed Ur is less than 60 percent, system
adjustments are required. Contact your irrigation dealer or Certified Technical Specialist
for assistance. ,

IRRIGATION SYST 1 CALIBRATION DATA SHEET FOR
HARD HOSE TRAVELLER IRRIGATION SYSTEM
DATE: Land Owner
Farm No.
a.
Manufacturers Specifications: Gun Model
Type
Nozzle Dia. Pressure (Gun)
Reel
Wetted diameter ft Effective Spacing
ft Flow GPM
•
T
Hose Size: Length ft Diameter
in
b.
Spacing between collection containers (diameter
(ft) / 16) = ft
C.
wetted diameter (ft)
Number of gauges = —
_
gauge spacing (ft)
d.
Start of Irrigation event
"-" .. • .. • . , . • .. • .
e.
End of Irrigation event
f.
Duration (e-d) min
g.
Travel distance feet
h.
Operate the system and collect data
Gauge Distance Volume Overlap Corrected Deviation
NO.
from center Collected Adjustment Volume
from average
feet inches inches inches
inches
L1
L2
L3
14
L5
L6
L7
L8
L9
L10
R1
R2
R3
R4
R5
R6
R7
'DQ

h
distance traveled (ft) 400 ft
k. Compute the average travel speed = --. = 2,96 ft/min
time (min) 135 min
1. sum of all deviations from the average catch 1.356
m. average deviation from average catch (1/ 12) 0.113 T
n. Uniformity coefficient
0.705 - 0.113
UC— - --X100=84%
0.705

Table 1 Example calibration data for a traveling gun system operated in a pa
sparing pattern with 70 percent lane spacing overlap.
a.
Traveling -gun wetted diameter 320 ft
Effective Spacing 2- 24 .
b.
Spacing between collection containers (spacing 320
(ft) / 16) = 20 ft
C.
wetted diameter (ft)
320 ft r
Number of gauges =
= 16
--
gauge spacing
(ft)
20 ft
d.
Start of Irrigation event
7:15 am
e.
End of Irrigation event
:3� 0 am
f.
Duration (e-d)
135 minutes
g.
Traveldistance
400 feet
h.
Operate the system and collect data
Gauge Distance Volume
Overlap
Corrected
Deviation
No.
from center Collected
Adjustment
Volume
from Average
(feet) (inches)
(inches)
(inches)
('inches)
L1
10 .94
_94
.235 (1 1 - j ; )
L2
30 .80
.80
.095 (1 2 - j i )
L3
50 .59
.59
.115 ( etc.)
L4
70 .61
.61
.095
L5
90 .50
.13
.63
.075
L6
110 .42
.20
.62
.085
L7
130 .33
. -
L8
150 .07
R1
10 .73
.73
.025
R2
30 .81
.81
.105
R3
50 .92
.92
.215
R4
70 .64
.64
.065
R5
90 .50
.07
.57
.135
R6
110 .27
.33
.60
.105
R7
130 .20
. -
R8
150 .13
i. sum
of all catches
8.05 inches
j. average catch (1/12)
0.705 inches

Lane 1
Reel
Left
a7.654321
a 010 0 0 0 0 0
1 n
Gun
aM
I I
I
I
Effective Lane 5pachV- >j
(224 feet)
Lane 2
Left
9 7 6 5 4 3 2 1
0 010 0 0 0 0 0
Right I
1 234561 9 Gun
00000000 Cart
f
I I
I
Effective Lane Spad"T
(224 feat)
Right
0 0 0 0 0 010 0
/\ I
I
]figure 2 Accounting for overlap when calibrating a hard hose traveler system.
10. Determine the application uniformity. (Christiansen Uniformity Coefficient)
average catch - average deviation from average catch
U. =
X 100
average catch
The average catch is the value computed in item 8. The average deviation from the
average catch is the determined by computing the difference between each container
catch and the average catch.
10_ Interpret the calibration data and make necessary adjustments.
For travelers with proper overlap and operated in light wind, an application
uniformity greater than 80 percent is common.
Application uniformity between 60 to 80 percent is ,in the "good" range and is
acceptable for wastewater application. .
Generally, an application uniformity below 60 percent is considered unacceptable for
wastewater irrigation using travelers. If the computed U, is less than 60 percent,
system adjustments are kNuired. Contact your irrigation dealer or Certified Technical
Specialist for assistance.

The system should be operated such that the minimum travel distance of the gun cart exceeds
the wetted diameter of throw. Application volumes should be read as soon as the last gauges
stop being wetted. '
Calibration Procedures
I. Determine the wetted diameter of the gun.
2. Determine the necessary spacing between collection gauges. For a wetted diameter of ,
320 feet, the rain gauge spacing should not exceed 20 feet. (320 ft / 16 = 20 ft).
3. Determine the number of gauges inquired. (Minimum number is 16). Label gauges --
outward from the gun cart as either left of right (Ll, L2, L3, etc; Rl, R2, R3 etc.)
4. Set out gauges along a transect as labeled and shown in Figure 1, equally spaced at
the distance determined in item 2 (20 feet). The transect should be at least one wetted
diameter from either end of the pull.
4. Operate the system for the time required for the gun to completely pass all collection
containers. Record the time of operation (duration in minutes) and distance traveled in
feet.
5. Immediately record the amounts collected in each gauge_ (Refer to Table 1 for an
example)
6. Identify those gauges that fall outside the effective land spacing, Figure 2. This
volume is the overlap volume that would be collected when operating the system on
the adjacent lane.
7. Superimpose {left to right and vice versa) the gauges gust outside the effective width
to the gauges just inside the effective width. Add the volumes together. For thalayout
shown in Figure 2, the volume collected in gauge R8 is added to gauge L5; R7 is
added to L6; LS is added to R6; and L7 is added to R6. This is now the application
volume within the offective lane spacing adjusted for overlap.
Add the amounts in #7 and divide by the number of gauges within the effective area.
This is the average application volume ('inches).
sum of amounts collected in allgauges
Average application volume =
number of gauges within effective width
distance traveled (ft)
Compute the average travel speed =
time (min)

0
N,
Calibration should be performed during periods of low evaporation. Best times are before 10
am or after 4 pm on days with light wind (less than 5 MPH). On cool, cloudy days the
calibration can be performed anytime during the day.
The volume collected during calibration should be read as soon as a zone or sprinkler is shut
off to minimize evaporation from the rain gauge. Where a procedure must be performed
more than once, containers should be read and values recorded immediately after each
different set up.
,Cahibration set-up for Hard Hose and Cable Tow Traveling Guns
Hard hose and cable tow traveling guns are calibrated by placing a row (transect) of
collection containers perpendicular to the direction of travel, Figure 1. Multiple transects
increase the accuracy of the calibration.
Real cart—>
Transact of Left Right
Collection 8 7 a S 4 3 2 1 1 2 3 4 5 6 7 6
Gaugsa �3 O O O O o d 0 O O' 0 0 0 0 0 0
Gun
Cart
Direction
of Travel
At least one
Wetted Diameter Wetted Diarnater
(320 toot) End of Field
Figure 1 General layout and orientation of collection gauges for calibration of a hard
hose traveler irrigation system
w t`
Containers should be spaced no further apart than 11$ the wetted radius of the gun (1116 of
the wetted diameter) not to exceed 25 feet. This means that at least 16 gauges should be used
T in the caaration. Gauges should be set at least one full wetted diameter of throw from either
.' end of the travel land.
•
•

DRAFT
Field Calibration Procedures for Animal Wastewater Application Equipment
HARD HOSE AND CABLE TOW TRAVELER IRRIGATION SYSTEMS
R.O. Evans and J.C. Barker
Information presented in manufacturers charts are based on average operating conditions for
relatively new - equipment. Discharge rates and application rates change over time as
equipment gets older and components wear. Operating an irrigation system differently than
assumed in the design will alter the application rate, uniformity of coverage, and
subsequently the application uniformity. Operating with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle, Clogging of
nozzles can result in pressure increase. Plugged intakes or crystallization of mainlinPg will
reduce operating pressure. Operating below design pressure greatly reduces the coverage
diameter and application uniformity.
irrigation equipment should be calibrated on a regular basis to ensure proper application rates
and uniformity. Calibration is a simple procedure involving collecting and measuring the
material being applied at several locations in the application area Calibration helps ensure
that nutrients from animal waste are applied efficiently and at proper rates.
Gemeral Guidelines
The calibration of a hard _hose or cable tow system involves setting out collection containers,
operating the system, measuring the amount of wastewater collected in each container, then
computing the average application volume and application uniformity.
An in -line flow meter installed in the main irrigation line provides an accurate and easy
method of computing average application volume for each irrigation cycle.
Any number of containers can be used to collect flow and determine the application rate.
Standard rain gauges work best and are recommended because they already have a graduated
scale from which to read the application amount without having to perform mathematical.
conversions.
Pans, plastic buckets, jars, or anything with a uniform opening and cross section can be used
provided the container is deep enough to prevent splash (at least 4 inches deep), excessive
evaporation, and the liquid collected can be easily transferred to a scaled container for
measuring. All containers should be the same size and shape to simply application depth
computations.
All collection containers should be set up at the same height relative to the height of the gun
discharge elevation (nozzle). The top of the container should be no more than 36 inches
above the ground.
0
Collectors should be located so that no interference from the crop occurs.

h
{
Jrx

7,
JOHN DEERE
Engine Performance Curve
Rating: Gross Power
Application: Industrial - Continuous
All values are from currently available data and are subject to change without notice.
300 Series Engine
Model: 4039D
71 hp @ 2500 rpm
53 kW @ 2500 rpm
L`
•

BERKELEY PUMPS
I`BERKELE�V TYPE "B" RATING CURVES
ENGINE DRIVE
600
500
2400
1300
J
;! 200
0
100
0
-CURVE 4117
DATE 3-1-88
PAGE 2.02
SUPERSEDES
Curve 4117 Pago 2-02
Dated 4-1-85
C.": mw.,im C.I. Psm" 11-1863 uadt.N& H-le63 VARIOUS IMAM — cid-
br*-R—: malmsifid C-1- I'mm " L-3001 U.I,*. L-3058 014L 13-1/2' FULL T.DL&ftwL Im k.* ,duo
MAXIMUM W*Rxima Pmessurta 247 PSJ 1&112 wfc)
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0 100 200 300 400 500 600 700 900 900 low 1100 12M
CAPACM IN U.S. GALLONS PER MINUTE
C-7048 9 ... d a T-2554 $UP—d.. C-7048 O'd 10-27-71 "" 3-29-72 Bona B3JQE3M
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250
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cat.: M.I.d.1 C.I. P.Mm. F4_1939 meck*w H-1939 VARIOUS
C-1. psm" M-2319 Vdm.. M-4821 vla. 10-7/16" FULL
MAXIMUM WORKING PRESSURE 266 P51 wi 0
WD
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3000 AND 3250 SERIES
SPECIFICATIONS
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n Page 1

lrioffiirr h �nhn^'
rr,rANELSON 150 SERIES BIG GUN® PERFORMANCE---U.S. UNITS
150 TAPER BORE NOZZLE 150T
150T — Specify size when ordering
Flow Path
0.70" 0.B0" 0.90" 1.0" 1.1" 1.2" 1.3" 1-4"
9317-070 9317-080 9317-090 9317-100 9317-110 9317.120 9317-130
PSI
I GPM
DIA. FT
GPM
DIA. FT
GPM
DIA. FT.
GPM
DIA. FT.
GPM
DIA. FT.
GPM
DIA. FT.
GPM
DIA. FT.
GPM
DIA. FG
50
100
250
130
270
165
290
205
310
255
330
300
345
350
360
408
373
60
110
265
143
285
182
305
225
325
275
345
330
365
385
380
446
396
70
120
280
155
300
197
320
245
340
295
360
355
380
415
395
483
412
80
128
290
165
310
210
335
260
355
315
375
380
395
445
410
516
427
90
135
300
U5
320
223
345
275
365
335
390
405
410
475
425
547
442
100
143
310
185
330
235
355
,290
375
355
400
425
420
500
"0
577
458
110
1 150
320
195
340
247
365
305
385
370
410
445
430
525
450
605
471
120
1 157
330
204
350
258
375
320
395
385
420
465
. 440
545
460
632
481
150 TAPER RING
NOZZLE
150TR
COMPONENTS:
Body Toper Ring Ccp
150TR = Body + Cop + 1 Toper Ring
#9773 #9238-iii #6286
Specify size when ordering
E-JD
Flow Path
(U::v CD
0.88"
0.96"
1.04" 1.12"
1.2" 1.28" 1.36"
9238-022
9238-024
9238-026 9238-028
9238-030 9238-032 9238-034
PSI
GPM
DIA. FT.
GPM
DIA. Ff.
GPM
DIA. FT.
GPM
DIA. Fr.
GPM
DIA. Fr.
GPM
DIA. FT.
GPM
DIA. Ff.
50
135
270
164
286
196
302
233
318
274
333
319
347
369
358
60
148
284
179
301
214
317
255
334
301
351
350
367
405
378.
70
159
299
144
315
231
331
276
349
325
366
378
382
437
393
80
1 170
310
207
330
247
346
295
364
347
381
404
397
467
409
90
1B1
320
220
340
262
357
313
377
368
396
429
411
495
424
100
191
329
231
350
277
366
330
386
388
405
452
423
522
436
110
200
339
243
359
290
376
346
397
407
416
474
433
548
446
120
209
349
253
369
303
386
361
407
425
426
495
443
572
457
150 RING NOZZLE 150R COMPONENTS:
15OR = Body + Cap + Set of 7 Rings #997773 #62�iii #622B6
Specify size when ordering
/�
U
~t
' Flow Path
CD
0.86" 0.97" 1.08" 1.18"•
1.26" 1.34"
1.41" 1.47"
6287-086 6287-097 6287-108 6287-118
6287-126 6287-134
6287-141
PSI
I GPM
DIA. FT
GPM
DIA, FT.
GPM
DIA. Ft.
1 GPM
DIA. Fr.1
GPM
DIA. FT.I
GPM
DIA. FT.1
GPM
DIA. FT.
I GPM
DIA. FT.
50
100
245T
130
265
165
285
205
300
255
320
300
335
350
350
385
353
60
110.
260
1 143
280
182
300
225
315
275
335
330
350
385
365
423
368
70
120
270
155
290
197
310
245
330
j 295
350
355
365
415
380
458
383
80
128
280
165
300
210
320
260
340
315
360
380
380
445
395
440
399
90
135
290
175
31D
223
330
275
350
335
370
405
390
475
405
522
409
100
143
300
185
320
235
340
290
360
355
380
425
400
500
415
550
419
110
150
310
195
330
247
350
305
370
370
390 1
445
410
525
425
577
429
120
157
315
204
335
258
360
320
390
385
4—
465
420
545
435
603
439
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Nelson Irrigation Corporation 84B Airport Rd. Walla Walla, WA 99362 USA Tel: [phone] Fax: [phone] E-mail. [e-mail] Web site: wwwnelsonirrigation.tom
•
•

NEW EFFECTIVE WETTED ACREAGE BY PULL
9
10
TOT/
RE'
BY PRESTAGE FARMS TECH SPEC. ® 290` DIA.
DISTRIBUTION TO BE BY ALUM. PIPE.
FIELD BORDERS AND ROAD LOCATIONS TAKEN
FROM ASCS AERIAL MAP AND FIELD VERIFIED.
SWAIN CONSULTING SERVICES, INC.
503 UNDERWOOD ST. CLINTON, NC
910--590-2703
Glenn Davis Jones
Irrigation Addition
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