820305_CORRESPONDENCE_20171231

NORTH CAROLINA
Department of Environmental Qual

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
October 1, 2004
Ronald Wooten
Ronald Wooten Farm
3772 Timothy Road
Dunn NC 28334
Alan W. Klimek, P. E_, Director
Division of Water Quality
OCT 15 2094
DEER - FAYETFE4 LLE REGIONAL OFHCE
Subject: Certificate of Coverage No. AWS820305
Ronald Wooten Farm
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
Dear Ronald Wooten:
On June 11, 2004, the North Carolina Division of Water Quality (Division) issued a revised State General
Permit for swine facilities. The General Permit was issued in accordance with the directive of Senate Bill
733 (Session Law 2003-28).
In accordance with your application received on February 3, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Ronald
Wooten, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWG100000. The issuance of this COC
supersedes and terminates your previous COC Number AWS820305 which expires October 1, 2004.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Ronald Wooten Farm, located in Sampson County, with an animal capacity of
no greater than an annual average of 2448 Feeder to Finish swine and the application to land as specified
in the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or
Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary,
they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a
rate of gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009. 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. Since this is a revised State
General Permit, it contains new requirements in addition to most of the conditions contained in the
previous State General Permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record kegpin
and monitoring conditions in this permit.
Aquifer Protection Section - Animal Feeding Operations Unit
1636 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone: [phone] FAX: [phone] Internet: h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer - 50% Recycled110% Post Consumer Paper
NorthCarolina
Naturally

If your Waste Utilization Plan has beeii '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 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C 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
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact Duane Leith at [phone].
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG 100000)
cc: (Certificate of Coverage only for all ce's)
Fayetteville Regional Office, Aquifer Protection Section
Sampson County Health Department
Sampson County Soil and Water Conservation District
Permit File AWS820305
APS Central Files

Nutrient Management Plan For Animal Waste Utilization
02-13-2002
This plan has been prepared for:
Ronald Wooten 2448 Finishing
Rormie Wooten
3772 Timothy Road.
Dunn, NC 28334
[phone]
�F.
This plan has been developedby
t
Matthe►n Barefoot MAR 2 7 2009
Sampson SWCD
84 County Complex Road
Clinton NC 28328
910- 2-7963 Ext. 3
D eloper Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal waste
utilization plan for the farm named above. I have read and understand the Required
Specifications concerning animal waste management that are included with this plan.
Signature (owner) Date
VEL) / DENRI DWQ
.;'-' 0_01artion SOftn
kIAR 2 5 2009
Signature (manager or producer)
Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices adopted
by the Soil and Water Conserva#on Commission.
Plan Approved Sy:
Specialist Signature
3 0�
Date
--------------------------------------------------------------------------------------------------
850294 Database Version 2.0 Date Printed: 02-13-2002 Cover Page I

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 2,269,296 gals/year by
a 2,448 animal Swine Finishing Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant'Available Nitrogen Generated per Year
Broadcast
5230
Incorporated
8 982
Iniected
9891
Irrigated
5685
Actual PAN Applied
(Pounds)
Actual Volume Applied
(Gallons)
Volume SurpluslDeficit
(Gallons)
Year 1
6,665
2.554.218
-284-922
----------------------------------------- ---------------------------------------------
Note: In source ID, 5 means standard source, U means user defined source.
850294 Database Version 2.0 Date Printed: 02-13-2002 Source Page 1 of 1

Waste Utilization Table
The Waste Utilization table shown on the following page(s) surramrizes the waste utilization plan for this operation. This plan provides an estimate of the number of
acres of cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient
requirements, and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen, required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other
by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to
supply the indicated quantity of nitrogen from each source is also included.
A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides for the utilization of the
manure generated by the operation. Animal operations that generate liquid waste and utilize waste storage facilities (lagoons or holding ponds) may apply more or
less waste in any given year than is annually generated by the facility. In order to determine whether the plan adequately utilizes the waste produced by the facility,
the storage capacity table included in this plan should be reviewed to ensure that the design capacity of the storage facility is not exceeded during the planning period
Depending on the requirements of the crop and the nutrient content of the waste, some nutrients will likely be over or under applied if animal waste is being utilized
Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being applied Soil tests should be used to balance the
nutrient application armunts with the realistic yields of the crop to be grown. Nutrient management plans may require that the application of animal waste be limited
so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field.
850294 Database Version 2.0 Date Printed: 02-13-2002 WUT Page 1 of 2

Waste Utilization Table
Year 1
Nitrogen
Comn.
Manure
Liquid
Solid
Liquid
Solid
PA
Pert.
PA
Manure
Manus
Miuiure
Manure
Nutrient
Nutrient
Nutrient
Applied
Applied
Applied
Applied
Source
rotai
Use.
RYE
Applic,
Rea'd
Auolied
lies.
Appliu.
Applied
(acre)
(acre)
(Field)
(Field)
(Ibs/A)
(lbs/A)
(Ibs1A)
Ibs/A
loot)
'tract
Field
I. I).
Soil Series
Acre
Acres
Crop
RYE
Unit
Period
Method
N
N I
N
N
gaVA
torts
1000 gals
tons
2873
PULL
S7
Lynchburg
7.1
7.1
Cereul/Aintnual Rye
1.5
Toils
10/1-3/31
75
0
0
Irrig.
75
15.0
0.0
106.4
0.0
OIS, Graze, 4/7
Harvest arvest
2873
PULL.
S7
Lynchburg
1 7.1
7.1
Corn, Grain
125.0
Bushels
2115,6/30
135
0
t)
Irrig.
135
53.9
0.0
383.2
0.0
2873
PULL
57
Lynchburg
7.3
7.3
CcreaWmmal Rye
1.5
Tuns
10/1.3/31
75
0
0
brig.
75
29.9
0.0
217.7
0,0
O/S, Graze, 4/7
Harvest
2873
PULL
S7
Lynchburg
7.3
7.3
Corn, Grain
125.0
Bn511e19
2/15.6/30
135
U
0
brig.
135
53.9
0.0
391,8
0,0
2873
PULL,
S7
Goldsboro
7.2
7.2
Cereal/Annual Rye
O/S, Graze, 4/7
1.5
Tons
10/1-3/31
75
0
0
Irrig.
75
29.9
0.0
216.2
0,0
Harvest
2873
PULL
S7
Goldsboro
7.2
7.2
Corn, Grain
130,0
Bushels
2/15.6130
1481
0
0
Irrig.
148
59.1
11,0
426.6
0.0
2873
PULL
S7
Goldsboro
7.2
7.2
Cereal/Anumal Rye
1.5
runts
1011-3/31
75
0
0
Irrig.
75
29.9
0.0
214.4
0.0
0/8, Graze, 417
Harvest
2873
PULL
S7
Guidsburu
7.2
7.2
Conn, Grain
130.0
Bushels
2/15-6130
148
0
0
wig.
148
59.1
0.0
423.0
0.0
2873
PULL
S7
Goldsboro
1.5
1.5
Fescue Pasture
4.0
runs
811.7/31
137
0
0
Irrig,
137
54.7
0.0
81.5
0.0
4 N 2873
PULL
S-I
Goldsboro
1.7
1.7
Fescue Pasture
4.0
Tons
811-7/31
137
t)
0
Irrig.
137
54.7
0.0
93.5
0.0
'total Applied, 1000 gallons
2,554
}.agouti Liquids
Total Produced, 1000 gallons
2,269
Balance, 1000 gallons
-285
Total Applied, tons
0
Manure Solids
Total Produced, tons
0
Balance, tons
0
Notes: 1. In die tract column, symbol - means leased, otherwise, owlted. 2. Symbol • means user entered data.
-- - ----- ----------------------------------------------------------------------------------------------------------------------
850294 Database Version 2,0 Date Printed: 02-13-2002 WUT Page 2 of 2

The Irrigation Application Factors for each field in this plan are shown in the fallowing table. Infiltration
rate varies with soils_ If applying waste nutrients through an irrigation system you must apply at a rate
that will not result in runoff. Tfus table provides the maximum application rate per hour that may be
applied to each field selected to receive wastewater. It also lists the maximum application amount that
each field may receive in any one application event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(incbes4wur)
Application Amount
(inches)
2873
PULL l A
Lynchburg
0.50
096
2973
PULL n B
Lynchburg
0.50
0.96
2873
PULL 2A
Goldsboro
0.50
0.96
2873
PULL2B
Goldsboro
0.50
0.96
2873
PULL 3A
Goldsboro
0.50
0.96
2873
PULL 3B
Goldsboro
0.50
096
-------------------------------------------------------------------------------------------------
850294 Database Version 2.0 Date Printed: 02-13-2002 1AF Page 1 of 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application rates
shown in the second column -
Lagoon sludge contains nutrients and organic matter rernaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zirrc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied
Sites must first be evaluated for their suitability for sludge application- Ideally, effluent spray fields should not be
used for sludge application- If this is not passible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied On sites vulnerable to surface water
moving to strearns and lakes, phosphorous is a concern Soils containing very high phosphorous levels may also be a
concern
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac i
Maximum Sludge
Application hate
1000 gallac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
corn 120 bu
150
13.16
30.69
61.38
92.07
Say 6 ton RY-E.
300
26.32
15.34
30.69
46.03
Soybean 40 bu 1
160
14.04
28.77,
57.54
86.31
----- ---- - - -- - - -- - --------- - -------------- ---------- --- - ---- -
850294 Database Version 2.0 Date Printed: 02-13-2002 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan Available storage capacity is calculated as the
design storage capacity in days minus the ntunber of days of net storage volume accurnWated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility_ If the available storage capacity is greater than the design storage capacity,
this indicates that the plan calls for the application of nutrients that have not yet accumulated- If available
storage capacity is negative, the estimated volume of accumulated waste exceeds the design storage volume
of the structure_ Either of these situations indicates that the planned application interval in the waste
utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Storage Capacity
Source Name
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
8/30
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
138
1
2
180
1
3
180
1
4
180
1
5
180
1
6
180
1
7
152
1
8
124
1
9
97
1
- 10
90
1
11
84
1
12
63
* Available Storage Capacity is calculated as of the end of each month.
-- - -- -- - ---- -- -- -- ----- - - -------- - g
850294 Database Version 2.0 Date Printed: 02-13-2002 CapacityPa e 1 of 1

Required Specifications For Animal Waste Management
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 that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer either
owns or has an agreement for use of adequate land on which to properly
apply the waste. If the producer does not own adequate land to properly
dispose of the waste, helshe shall provide evidence of an agreement with a
landowner, who is within a reasonable proximity, allowing him/her the use
of the land for waste application. It is the responsibility of the owner of the
waste production facility to secure an update of the Nutrient Management
Plan when there is a change in the operation, increase in the number of
animals, method of application, receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per
year. Waste may be applied to land eroding at more than 5 tons per acre per
year but less than 10 tons per acre per year provided grass filter strips are .
installed where runoff leaves the field (see USDA, MRCS Field Office
Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disldng after waste
application. Waste should not be applied when there is danger of drift from
the land application field.
b. When animal waste is to be applied on acres subject to flooding, waste will
be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone to
flooding (see "Weather and Climate in North Carolina" for guidance).
----------------------------------------------------------------------------------------------
850294 Database Version 2.0 Date Printed: 02-13-2002 Specification Page 1 o:

7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate
such that runoff does not occur offsite or to surface waters and in a method
which does not cause drift from the site during application. No ponding
should occur in order to control odor and flies.
S. Animal waste shall not be applied to saturated soils, during rainfall events,
or when the soil 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. Nutrients from waste shall not be applied in fall or winter for spring planted
crops on soils with a high potential for leaching. Waste/nutrient loading
rates on these soils should be held to a minimum and a suitable winter cover
crop planted to take up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995, shall
not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right -of --ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over -spraying. Animal waste may be applied
to prior converted cropland provided the fields have been approved as a
land application site by a "technical specialist". Animal waste shall not be
applied on grassed waterways that discharge directly into water courses,
and on other grassed waterways, waste shall be applied at agronomic rates
in a manner that causes no runoff or drift from the site.
--------------------------------------------------------------------------- - - -
850244 Database Version 2.0 Date Printed: 02-13-2002 Specification Page 2 o

16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall
be fenced, as necessary, to protect the vegetation. Vegetation such as trees,
shrubs, and other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible. Berms
and structures should be inspected regularly for evidence of erosion,
leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan" which
will eliminate the possibility of an illegal discharge, pollution, and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected on
a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markets. A marker will be required to mark the maximum
storage volume for waste storage ponds.
--- ------------------------------------------------------------------- ---- -- ---------
850294 Database Version 2.0 Date Printed: 02-13-2002 Specification Page 3 o-

22. Waste shall be tested within 60 days of utilization and soil shall be tested at
least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower application
rate than a nitrogen based rate. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for
optimum crop production. Soil and waste analysis records shall be kept for
a minimum of five years. Poultry dry waste application records shall be
maintained for a minimum of three years. Waste application records for all
other waste shall be maintained for a minimum of five years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
-- --------------------------------------------------------
850294 Database Version 2.0 Date Printed: 02-13-2002 Specification Page 4 o

Crop Notes
The following crop note applies to field(s): PULL IA, PULL I
Corn 1: CP, Mineral Soil, low -leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahreuheit.
Review the Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions_ Plant 1-2" deep. Plant populations
should be determined by the hybrid being planted. Increase the seeding rate by 10% when planting no -till.
Phosphorus and potassium recommended by a soil test can be broadcast or banded at planting_ When
planting early in cool, wet soil, banded phosphorus will be more available to the young plants. An accepted
practice is to apply 20-30 lbs/acre N and 20-301bs/acre phosphorus banded as a starter and one-half the
remaining N behind the planter. The rest of the N should be applied about 3040 days after emergence. The
total amount of is dependent on soil type_ When including a starter in the fertilizer program, the
recommended potassium and any additional phosphorus is normally broadcast at planting. Plant samples
can be analyzed during the growing season to monitor the overall nutrient status of the corn. Timely
management of weeds and insects are essential for corn production_
The foiloxNing crop note applies to field(s): PULL 2A, PULL 2B
Corn 1: CP, Mineral Soil, low4eachable
In the Coastal Plain; corn is normally planted when soil temperatures reach 52 to 55 degrees fhbrenheit.
Review the Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Plant 1-2" deep_ Plant populations
should be determined by the hybrid being planted_ Increase the seeding rate by 10% when planting no -till.
Phosphorus and potassium recommended by a soil test can be broadcast or banded at planting. When
planting early in cool. wet soil banded phosphorus will be more available to the young plants. An accepted
practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a starter and one-half the
remaining N behind the planter. The rest of the N should be applied about 3040 days after emergence. The
total amount of N is dependent on soil type. When including a starter in the fertilizer program, the
recommended potassium and any additional phosphorus is normally broadcast at planting. Plant samples
can be analyzed during the growing season to monitor the overall nutrient status of the corn_ Timely
management of weeds and insects are essential for corn production_
- -- ---- -- -- ----------------------------------- ------------ --- ---
850294 Database Version 2.0 Date Printed: 02-13-2002 CropNote Page 1 of

The following crop note applies to field(s): PULL 3A, PULL 3B
Fescue: Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Moderate to Marginal.
In the Coastal Plain, tall fescue can be planted Sept_ 1 to Oct. 15 (best) and Feb. 15 to Mar. 20. For
pure -stand broadcast seedings use'20 to 30 lb/ac., for drilled use 15 to 20 lb/ac. seed. Use certified seed to
avoid introducing weeds or annual ryegrass_ Plant seed 0.25" to 0.5" deep for pure stands, 0.25" in mixture
with clovers. Tall fescue will tolerate soil wetness but not flooding or prolonged saturation; use ladino
clover for mixtures on these soils. Soil test for preplant and maintenance lime, phosphorus, and potassium
recommendations. Apply 40 to 60 lb/ac nitrogen at planting for pure stands only. Do not apply N for
mixtures with clovers but use proper legume inoculation techniques. Apply 150 to 200 lb/ac. N to
pure -stand fescue for hay production; reduce N rates by 25% for grazing. Apply N Feb. 1 to Mar. 20 and
Aug. 20 to Sept. 30, with equal amounts in eatih window_ Refer to NCSU Technical Bulletin 305
Production and Utilization of Pastures and Forages in North Carolina for additional information or consult
your regional agronomist or extension agent for assistance.
-- ----- -- ------------------------------------------------------ - ----
850294 Database Version 2.0 Date Printed: 02-13-2002 Crop Note Page 2 of

The following crop note applies to field(s): PULL IA, PULL I
Cereal/Annual Rye Overseeded - Grazed
CEREAL RYE
The cereal rye should be planted by October 15 to provide the best opportunity to get winter growth. The
most consistent stands are obtained from drilling rye into short (less than 3 inches tall) bermudagrass sod.
If drilling is not possible, the seeds may be broadcast on short Bermuda sod followed by a light cultivation
with a disc or tillage implement. The seeding rate for broadcast planting of seeds should be 1.5 times the
rate for drilled seeds. The last application of animal waste is to be applied to the bermuda prior to August
31 _ An application of 50 lbs/acre of Plant Available N (PAN) may be applied between September 15 and
October 30. An additional 50 lbs.acre of PAN may be applied in February -March. If rye growth is
harvested on time and does not significantly shade the bermuda, PAN rates for the subsequent bermuda
crop are based on realistic yields of bermuda_ A harvest is required prior to heading or April 7, which ever
comes first_ This is necessary to minimize the potential for shading bermuda and reducing its yields_ The
PAN rate for grazed systerns with bermuda overseeded with cereal rye must be reduced by 25%.
ANNUAL RYEGRAS S
Annual ryegrass should be planted by October 15 to provide the best opportunity to get winter growth.
The most consistent stands are obtained from drilling ryegrass into short (less than 3 inches tall)
bermudagrass sod. If drilling is not possible, the seeds may be broadcast on short bermuda sod followed
by a light cultivation with a disc or tillage implement_ The seeding rate for broadcast planting of seeds
should be 15 times the rate for drifted seeds_ The last application of animal waste is to be applied to the
bermuda prior to August 31. An application of 50 lbs/acre of PAN may be applied between September 15
and October 30. An additional 50 lbs. acre of PAN may be applied in February -March. if additional PAN
is applied to the ryegrass in April -May, the PAN rate for the bermuda must be reduced by a corresponding
amount. This is necessary because ryegrass growth during April -May will reduce bermuda yields and
shorten the time bermuda can fully utilize the N. A harvest is required by heading or April 7, which ever
comes first to prevent -shading of emerging bermuda during April -May period. To favor the production of
the bermuda, additional harvests of ryegrass will be required when the ryegrass canopy reaches 12 to 15
inches height. The PAN rate for grazed systems with bermuda overseeded with annual ryegrass must be
reduced by 25 %_
------------------------ -----------------------.-------------------------- -- -- -- -----
850294 Database Version 2.0 Date Printed: 02-13-2002 Crop Note Page 3 of

The following crop note applies to field(s): PULL 2A, PULL 2B
Cereal/Annual Rye Overseeded - Grazed
CEREAL RYE
The cereal rye should be planted by October 15 to provide the best opportunity to get winter growth. The
most consistent stands are obtained from drilling rye into short (less than 3 inches tall) bermudagrass sod.
If drilling is not possible, the seeds may be broadcast on short bermuda sod followed by a light cultivation
with a disc or tillage implement. The seeding rate for broadcast planting of seeds should be 1.5 times the
rate for drilled seeds. The last application of animal waste is to be applied to the bermuda prior to August
31. An application of 50 lbs/acre of Plant Available N (PAN) may be applied between September 15 and
October 30. An additional 50 lbs.acre of PAN may be applied in February -March. If rye growth is
harvested on time and does not significantly shade the bermuda, PAN rates for the subsequent bermuda
crop are based on realistic yields of bermuda. A harvest is required prior to heading or April 7, which ever
comes first_ This is necessary to minimize the potential for shading bermuda and reducing its yields. The
PAN rats for grazed systems with bermuda overseeded with cereal rye must be reduced by 25%.
ANNULI, RYEGRAS S
Annual ryegrass should be planted by October 15 to provide the best opportunity to get winter growth_
The most consistent stands are obtained from drilling ryegrass into short (less than 3 inches tall)
bermudagrass sod. If drilling is not possible, the seeds may be broadcast on short bermuda sod followed
by a light cultivation with a disc or tillage implement. The seeding rate for broadcast planting of seeds
should be L5 times the rate for drilled seeds. The last application of animal waste is to be applied to the
bermuda prior to August 31 _ An application of 50 lbs/acre of PAN may be applied between September 15
and October 30_ An additional 50 lbs. acre of PAN may be applied in February -March. If additional PAN
is applied to the ryegrass in April -May, the PAN rate for the bermuda must be reduced by a corresponding
amount_ This is necessary because ryegrass growth during April -May will reduce bermuda yields and
shorten the time bermuda can fiilly utilize the N. A harvest is required by heading or April 7, which ever
comes first to prevent shading of emerging bermuda during April -May period. To favor the production of
the bermuda, additional harvests of ryegrass will be required when the ryegrass canopy reaches 12 to 15
inches height. The PAN rate for grazed systems with bermuda overseeded with annual ryegrass must be
reduced by 25%.
-- -- -- -------------------------------------------- - -----
850294 Database Version 2.0 Date Printed: 02-13-2002 Crop Note Page 4 of

t^+•>r 1" � i •lfly�Y'�-(;.,•TyrV T)?i l' "�'- "•Ar
'. .c?• .. s,, H a ,t�k�� 3�-,°' F°i "3�•^3' �i a'11 ��w SiK•
• r � (.y,� � k�7� ����Pif�'fM��� ti l y Tw��f•���sS ��''y�'�yfr��
• Si4;•-i• l_ �y M .Y � ('{t,,�y� 1}�'7 q��'� 4yli,si.1 ; Y% ��„-'�`I� i� ..
W I1 h :�4 p IF��'3ilf I
.dry a 0 •r��`T„ y ♦ Ir��� `.r
dt
�+ � ri b ♦ e 11 � u�,�� 't�.s'5' � � �Fr�itz r • �
r��i � If- �� �'r����y � �. `w•Y� fir : - I
A•K r ty h-! �4;gvIk �j..,
'
.a+t t r .t .f,• riwy' `` r ��� 'irer� .ass
c>, +''^!!'� , y., r.w 5--1`, � ,;�"�H,J ,� }•Ayr` . `rx �'S �'
WIT
r.
t
r
C'
WE,
5t it �� h o-• C 1G'Alt�' aT`.
t
h
R k y dfi ti ir+ y 7 .} .• try, k:
��� tk•"�,,.. � ��rR,.,�/ !_;. ;i�csf z� 12�!';rl>3.`_yF 4
wt£Si6 lit
sr��k: �.. �.ri� ��Iy�e .���tt i'« � �1�'� t f"r ` },,rG.ti.�tt�`:�'���i �ST•,r�'yF•..4r Ysi�SSS �.�
J Y 1 ( r • �' �� li+��.��J #.,• '�y'1" � '' • .;�1'S (i '' � �j,.__..YO �n �P �. l�F,(�i7►pk.�` f{i '1�?en'a .y� '•��,Y:�``81 ���F'fi5t�� �•-Ys-�,a^:
' �. � 5 ,�� =�"f. � �,��s"�" fa • a , • r� s .n r F, ?�r 'tom
•� y $ a� ir3 i *c d��
1'',.a, d� � �1r'�.�iF¢ •�'t 5OK�;r � n iv+v"u. Yc �r -hrr+�=• � p- �=" ., �,�yK ( +� � �.rt?' "�v
"ii S��yF��a �j1r>r�w,4v���,,�•�i�r5 � ''k 3�. ..`ri' `�f�la�'i+..�Fr'i.� Idtx� �,
.'•k+"ea' i.7rR 3•.'.t''."pit{dLaki3t"��1��Y'ke�`�.`�,�•+-t°??��h yS�
i�} kill- 'y[� �71,',� K7 w� '�'1�'Z (`,�k,•, .
1�•,,,tnY`
a J a i. � e4.ss o,wl 41 C tG �' ly � i+r ♦F'�#' � �
$=�«1H+.�{�F'.��`t��."���:•ek�:��su•�y.;',t' R�'L��.�`��Zf'�n+ ��}S4-,rr s+�t�! ; 12n '� �:�

L{, .J fL .. r,_•.t f a 1, j�,r N4, / + • '4.r.;i i 7a<i .>5, ., .� ,,+�.
}:y„�7', * ':��y i� �'7CIt1,�rlti�z A.; {��aT1�91 L /,•? }i ,� Y�Y{ � �,.,' i�,+.. � f' wr; L� er'"F„�
�, I w"_Y3�t � �' "Si, fF.�'' rl es+ .I�� ".h} �fl+., '.t Syr � M 'aJi: •Y i/ i � � ��� +.•' 1� 'ram i�'S: yyy r V
r,�r '` `J. o-+' .,H� y1f� _ }J�,S Ii:. aut{rr'1� ; ! '�tr .eRi }rc ,r�1 �y� t M r!•'�'�I'' 5, .,� q �% nl. ,•+ !firer `r�k' ;�rE1 1.
�, ,�., Y. / •. 1 '.F;. ,.�Y r�,{ i. 'r '�,:' 4 rri .+Is1 [1 .? i' ,
� +ram 1},c. d �1 +iY � � ; � 1� ; �k' �•,E i4. V :'% .4.. ,.r t !'L r r ' �41 l Y= �* ,! � r 1 �jr j '
Ltsi S,, .�:.:� f t+l,t ,,I.ry •Y '�'Y Nr,.r �',� � r_f. z k, J" ` 1 ,-,ti,n , �X1I `,1 Cr. �Ir, Y f• � k� '�', 1:J h+r .++'�r.n_ I. �•r�y �"�•'�j!I�,•
,r+y'• F! YIf -{, 'i I;. {~�S j ;r+t- +`�' ' ! arr'.,� r+ r + E ,� aclil,+.i'. z''14`�ir x V ,'s•r,'f'I'i'!4 d ,,,,
b ..�ri r.i: P I''], 11 � �7q7...,. •i1 �:'i ;•. .r�l t_ 1' _ -I�i a���r�,� �+ � .rr i i:1E' .�r 'i ;,„ ' {- ::L, r �i;' ,
•.r' + i ` i {� �' I, •'i.• 1 iC '., I. �'i', I. Er i. r, ,i 'C `i��i,W.i.Y, ,1 rrl ,.� i .e3f';
'f75�'L+'i'r�F; i;t '�+; •'+{� �' it '��ir yy•'i �Lf"f " �;, �j:: .�rj i.: rr} i�.wL' ti _ 1�,•.,r _ °w?' �j G•7• ^u •,axe ye �: 'I -r
� ,k7 - 'i, t'. '�. �.' •�..,.' �4 `;t '.i•:.. .�l. r-.. .,1;, ti E1_, �, 1�i2: 'r;• 'i y�•
aLl r, t' .rid la'irl rl.. �� h•.�i �+• .'i`.y -e, aoJ i� 'i; y '
er '-.i''e• rn.; s ,{r '!.iri, s �I,• ril.. ••y�2 + 'T.'t
,'_ ,g r e !i ';.,; ' [ , �� 1..•,., . . +-. rt y rr I�{ d 1 'i,.s.i I ..- _ f 1 �': + r
. y: ],•' •� 'eeR�' LL r err r T +. �r �'.i:� t gk.' ��� �il� '�L'.. � r {
,; �,�1 4.3.' '. �. �7 ,i �a 'rTrl 7. l:,xn .,x�lk7 , f'� a t yCf1i .y.r.+ i ��i :\i .,.`.•• 4. f_y r
'•• r} .n• �F; '7 i:'�!{I :7`. P. iri ra, ` ,`' �., 1, r Ld .•��;.l:.g�F y. S :+I• .tr :,1 :�_.,� .jr, L�., �W',.6��• :�, `•� ' i' '#�F L' S`.�, .�,�'�r• �.,'C"rr•".{a��,. rF S.�'' : i�l�+���• yF �1 ,� .,: •,t f3 lr �� Y"'f, , ,m.,.., 7. � F 1�'� '�' 11,
'•L :i,. F,')•1.. E,s' �.,i, 1lrC tinr+� �,fi ;1}� `�i't#i 46`{xrs r.!' .,-�i�7. nr rr_r6tirr.f. r�ti �.': ti �f �� ,tp"^-,.,1 .II �� ii:i i... •,e.,,y+Fs
�.: 'Y' } •�_, �a.�� ri; r,. ,.r ! -,a1 L-A .+. w,.,-,M Sk. ;,,.• W,k: 7r In. � •, ij f.. !' "a' .,..�. ':+.F�:.'iFiti '%; .�, �',�,r ',;; 'I
F qr1' 1 rr r, a4. ',f i ',7J '�' 7 "•1.` ., 5 S' r,r 1f ,k 1 `�•..?r"' i.` '.14 ! .�, .;i r;rt j,,, �,,, •,,.
l Ufa
y r' x ,'}'.-tf � .{Y Srf :; Y � ,'� - „?r;. �, iY •�. "I rr� ! v `i }�,'�r r 1i ,1 1 i �2' , / { r{ . ,l ljljj1, L� l •i.4', dy:F,y.�jj":V .:v•'7.
`'f �� � Y"�' 11� 'I. 1 I L' V S If f IM1 5��.,,: �. !1."I i1Y1 4!. r g. �111i' 4"'.I�1\��i _�., k' •R•M r :{
t `f; •1: .�`+ �,i, L ;tl, ,J },- pi•r.ri. •.g�': I; ;i,' ,e"'1y 1 ;1 � .N �,w.. �'S. t e. 11 �'
:ti, 1. ,fit., •{ P- 1�,>rF �'� ,+. e:m .� h'1,'f` �1U;, 1: '' ,,l.er. 'tiF o�r>��' 1 r.1. r, r- ' 1 e ,••,, PI, .
L ri•�;- r`I.1;� .+IS .� !' T �70:, `:+' . fig, ; ,{ Zi+:.�', fit. ".v�., ii%I+tl.Ir^ rw, 1✓4 ni, y. ,,.N .f�rVr", „•{,�`,� �J'..w e i
ram^ ^.,'x. t,^•L, �,kli'3 la'i� ',4. 'S ;y. rS ,�':I�:r^�.,.''F;�r�`•%i.?3 �rry,.✓y �`.a,,�r�al:ir;[,a.,r,.M,�' t'.'. yri' * I,.:,Y'[Yasla+rfrF "�,.� r'�.�'-:5:;4 h14'14115., I�- 'y
e 3e,
I 4 r w, T L' 7 6 r .1 . � a IF. �Si ,� 9 t (•' X �. I 'u. � 7,.•r,
'�L �T'' �:' • rx' ! .1 f. ,�� A� } f � : f ��'�i �'r!?'�rr.'�i'''4), + �Lr Y'•, �A '..+ ®PrN
,r1��rr�.f..Vr. v'�'ti " �yf11r��€rt',� �r Q�� 1 r _�,,..rr "� � f' g�- of 1 lii ,(•,S.;,r W �- ��y{ , r1, t t j i1 ,r{�'�y��j�i�, jiyi 1 � I � .' �. • 7: Q��Y�� ���7y
�.,i,+SS !. � � 1•,.. .S'�Gs4 +.r4.,^ _S j7,i¢ Y{t,:M.Sll+r� 1//;}, }.; S'`r }�>�1 �.V yT �+����r}y,�•�, ;��; ;ti,r l':.3��R.�'` 16'Y' ('r r-r�,'x,.. ;�J�JI � �S„ r.L• •5 `�� 'ct{� "i''
�j I - .';t'.t �.ti -'{I,� � 4�d. r •ft'r r '''rL` y'i`r.1i ��'', tir ,3M;.''{! off; - ?Y9a F„, n,• «; rha t7 sr ;�fi+•. y{3fr`,i�j5
, wr � r +I r 4 •,', ,+ r - 1 � f•. + , �„• .t, ' t r 44 ; x9*;,Y.� I+�j, •{".
,� t , r , M1r• N •� y�U•+ , a r• t � � , w '4.'?�::, .4,LF{� ��Ii;1L�.:aY♦ � n`
f `I' � '+ T f e, � I' �h �(rjj`<` ''! i {{r a h:"iJ'' j ; 7 )�J`r �;�yl�.,,,,7,�n4 y � ' a�l�+�',r i��;,5' .°};'+,: � �.� ! �L'-. ����t� ; !� •!.
,{ rr i -� ,��'�.jf7,�J�li 1}.4U •: � -} l 1 i rl '�Y -1 �iY i !1Y ! b,i'::11' 1 -nn L 1 �r�.:'
l ] r• xry-�•1 -L 1:^. r1,•,� v. e,-s +�, ;, r^r•,.j,L r {r¢ sT „ly._,.�; r,;.F •; '� y b I •., 1 �hfl' .rF.., .j, � 'wi.. k h �Y n w„7, +w.v
,r r a-• li ',.'" . ,4y i...:1+'',L aTr ,: �r , r y� r. �.11: E. ,.i✓Fy "j4 7, hke iY,y� I W ''r ; .xf 11yy,,.�
{J.'i..•I,,F.,,'rf% `�'{ii�ifi�..s�.a'kf?!.,,:°r-: ✓.,.��I1,.�•.:�r�., r.,�,.st,._�,,.,'�.i�.i,}�r�4'i1..���L�.C;�.Ic�M1,.,, :r.{h:,Z%,.,..r�eF.ki�Y.a�.,. ii•,'I, tak.k�',, F`YiRAW s r ....:.s:,.,,' .LaL'..a•

4.
State of North Carolina
Department of EnvironmentRECEIVED
and Natural Resources
Division of Water Quality
A U G 1 ( 1999
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
Ronald Wooten Farm
3772 Timothy Road
Dunn NC 29334
Attn: Ronnie Wooten
Dear Ronnie Wooten:
RE O-FiC E
August 11, 1999
A
AA
09K
NCDENR
WMMN���
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Certificate of Coverage No. AWS820305
Ronald Wooten Farm
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
In accordance with your application received on September 17, 1998, we are forwarding this Certificate
of Coverage (COC) issued to Ronald Wooten, authorizing the operation of the subject animal waste
collection, treatment, storage and land application system in accordance with General Permit
AWG 100000. This approval shall consist of the operation of this system including, but not limited to,
the management of animal waste from the Ronald Wooten Farm, located in Sampson County, with an
animal capacity of no greater than 2448 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] FAX [phone]
An Equal Opportunity Affinnative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWS820305
Ronald Wooten Farm
Page 2
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 farms is located in the Fayetteville Regional Office. The Regional Office Water Quality Staff
may be reached at [phone]. If you need additional information concerning this COC or the
General Permit, please contact Sue Homewood at [phone] ext. 502.
Sincer ,
i
/ Kerr T. Stevens
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
-Fay_etteuille:Regional=Office; Water-Qhality-Section
Sampson County Soil and Water Conservation District
Permit File
NDPU Files

State of North Carolina , V �� D
AE
Department of Environment , AM
'3E- ION
and Natural Resources ��C�` �y�`�`
Division of Water Quality r 8
d 0C 16 1999 mom
James B. Hunt, Jr., Governor
Rn,I �-u, �r
Wayne McDevitt, Secretary FAYETTEVILL.E
A. Preston Howard, Jr., P.E., DirectorREG. OFFICE
NoRTF1 CAROuNA DEPARTMENT OF
ENVIRONMENT AND NATURAL RE50URCE5
August 21, 1998
CERTIFIED MAIL
RETURN EIF?T REQUESTED
Ronald Wooten
Ronald Wooten Farm
3772 Timothy Road
Dunn NC 28334
Farm Number: 82 - 305
Dear Ronald Wooten:
You are hereby notified that Ronald Wooten Farm, in accordance with G.S. 143-215.1 OC, must
apply for coverage under an Animal Waste Operation General Permit. Upon receipt of this letter, your
farm has sixty (601 days to submit the attached application and all supporting documentation. In
accordance with Chapter 626 of 1995 Session Laws (Regular Session 1996), Section 19(c)(2), any
owner or operator who fails to submit an application by the date specified by the Department
SHALL NOT OPERATE the animal waste system after the specified date. Your application must
be returned within sixty (60) days of receipt of this letter. Failure to submit the application as required
may also subject your facility to a civil penalty and other enforcement actions for each day the facility is
operated following the due date of the application.
The attached application has been partially completed using information listed in your Animal
Waste Management Plan Certification Form. If any of the general or operation information listed is
incorrect please make corrections as noted on the application before returning the application package.
The signed original application, one copy of the signed application, two copies of a general location
map, and two copies of the Certified Animal Waste Management Plan must be returned to complete the
application package. The completed package should be sent to the following address:
North Carolina Division of Water Quality
Water Quality Section
Non -Discharge Permitting Unit
Pest Office Box 29535
Raleigh, NC 27626-0535
If you have any questions concerning this letter, please call at [phone] extension or
Jeffery Brown with the Fayetteville Regional Office at [phone]..
erely,
for A. Preston Howard, Jr., P.E.
cc: Permit File (w/o encl_)
Fayetteville Regional Office (w/o encl.)
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 5o% recycled/ 10% post -consumer paper

State of North Carolina • ---� - -WN
4.T'x.-. 6 . .. ..., i 'i
Department of Environment and Natural Resources
Division of Water Quality SFP 1 7 '19;'o
Non -Discharge Permit Application Form
(THIS FORM MAYBE 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:
1.1 FacilityName: Ronald Wooten Farm
12 Print Land Owner's name: Ronald Wooten
1.3 Mailing address: 3772 Timothy Road
City, State. Dunn NC
Telephone Number (include area code): 910-567-5532
Zip: 28334
1.4 County where facility is located: Sam2sn
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): Farm location: Leaving Newton Grove on 55 headed
5 miles on left_
1.6 Print Farm M aer's name (if different from Land Owner): Jr/�i�%-iC/
1.7 Lessee's ntegator' name (if applicable; please circle which type is listed): Murphy Family Farms
1.8 Date Facility Originally Began Operation: 01/01/90
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: 82 (county number); 305 (facility number).
2.2 Operation Description: Swine operation v
eeero
;mum
tnumFe—rTor
Capacity
Is the above information correct?no. If no, correct below using the design capacity of the facility
The 'No. of Animals" should be the ma which the waste management structures were designed.
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No_ of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-G-E 5/28/98 Page 1 of 4 82 - 305

PEG-1VED
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered byttPeRpl1liat1W8
system): 34.7 ; Required Acreage (as listed in the AWMP): 25.2 t"pn_{}rSrli$fe Psrmll#ing
2.4 Number o lagoon storage ponds (circle which is applicable): _-
2.5 Are subsurface drains present within 100' of any of the application fields? or NO (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES o NO (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NR tandards, etc.) (Swine Only)
YES r NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? __ _ °' t 14�
What was the date that this facility's land application areas were sited? B%s ^
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;
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;
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.
The CAWMP must include the following components:
3.3.1 The Waste Utilization Plan (WUP) must 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.
r✓3.3.11 Emergency Action Plan.
.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-GE 5/28/98 Sd Page 2 of 4 82 - 305

Facility Number: 82 - 305
Facility Name: Ronald Wooten Farm
4. APPLICANT'S CERTIFICATION:
,(
I, - 1 v) r`riN.. �P­ W o 04'e h
` ' (Land Owner's name listed in question I.2), attest that
this application for _�nt"� W� e r" � .--, (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 ail required parts of this
application are not completed and that if all required supporting information and_attachments are not included, this application
package will be re tu to me as incomplete.
r
Signature Date
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
1,
(Manager's name listed in question I.6), attest that this
application for - (Facility name listed in question I.l)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, 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 - 305

DIVISION OF WATER QUALITY REGIONAL OMCES aM)
Asibevtlle Regional WQ Supervisor
59 Woodfin Pis=
Ad vflk. NC 28801
{704) 251-6209
Fax C704) 251- 452
Avay Macon
B®oombc Madison
swim McDow:
Ghee Fonc
Clay Rnmaford
C..—Mkom Swain
Haywood Transylvatia
Hendemoe Yancey
Jackson
Fayemmi7le Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
[phone]
Fax (910) 48&=?
Wadagm Regional WQ Supervisor
943 W Sgmm Man
Wash*pon, NC 27889
(919) 94&W l
Fax [phone]
Jones
Dare pt8
Crates TYRE
Gram Washmgtan
Hw td Wayne
Hyde
MoaresviHe Regional WQ Supervisor
919 North Main Sava
Mooresville, NC 29115
[phone]
Fax [phone]M
Usk Regional WQ Swwdm
38W Barth Dr.
ugh NC 27611
[phone]
Fax [phone]C 72
Chan Nash
Datum Naeta�n
rdgec tube OMV
Phiaklia p
Granville Vance
Halifax Wake
Johnston Wan=
Lee WUM
Widmingm Region. WQ Supavbm
127 Cmdinai Drive F=naan
Wington. NC n405-3845
[phone]
Fax [phone]
Amon Moore Akxandw Linmin Bsnaswick New Hanover
Blade* Richmond Cabsrm Mecklemburg Cat"m Onslow
Cnmb�r[and Robeson Caawba Rowan Ccl=mbas Pmder
Harnea Sampson Cleveland Stogy Daplin
Hake Scatlaad Gaston Union
Monq;nmery he&11
Winston-Salem Regional WQ Sipe visor
585 Waaghtawn St<+eet
Winston-Salem NC 27107
(Yr:0p 7i i-e6►"'ix
Fax [phone]
Alamanoe Rockingham
Alleglsany RanMph
Artie Swim
Caswell Satry
Davidson Watmp
Davie Wilms
Fcxsyth Yadivn
Guilford
FORM: AWO-G.E 3/2909 Page 4 of 4

Animal N'asteIanaaer�aNOMM"Ure)
ion
k. lease type or print all infor.-..lu' h �t
. V � -
E%istino or Na%v or Expanded !please circle AR"A 1 b 1999 ��r' ��, t E"�"
General Int"ormatinn: FAYETTEVILLE S�R7 �99�
`arse of Farm: onarD �.a 1A oo\en Vm rm REG. OFFICE Faclicv . o: -- oS
&A-71er(s) N2r:- : �o�R��. o t� _ _ Phone wtia:��`�10�`5_
Mailing Address: 3{l`1a
Farm Locs:iar.: Ccunc. Farm is located in: ISq M,45on
Lati:ude and F crgi:=,:de:35" \5t I —
Plea -se a=- c; a cccv of a counrf rcad map wicH lccat:on ietenti "Ied and , edS=ce be:e w (it sLecific: road
r.�-_s. ci;ec:_cns...,iiePoSt, etc.): �-�atv icy �e�otti �7 ib fie.. 0�1 S 5 �Il���
Ooerati n I)escrintion:
iype OI $wine NO. Of.3itirr.al:
We att to eerier
*05�=der to Finish � uC
. =ow- to wa:n
_ . = ow to F__.._.
1 Farrow to F_ isz
i rpe of Paul:. y
2 Layer
:..! Weu
Na. of.�rinris
Other e ti;7e or L''re::OC,,.
7:vpe of Cz i i e No. of Anhr-a. s
Da:.r:
I Beef
F-�anding Qpersdort Onlr _
V.
Previous D'esi?r Cgperi:y: . _dZ ortal Des:;n Ccuccz:y: - -
a�cl Desivi Caracir.•:
::r be- cr L? cons ! Storase Ponds i ot_i Capaciry• �t CJ 1 a _ Cubic Fee: (tc)
A e sibs::=ace rresanc en te f",r:n: `fE5 or O (please c:_=i_ one)
If YES: -_-:.�c_urface dr-_:.t:s rresem in zhe area of the LAGOON o SPR��' FEI.D Giese circ:e are)
a]Ka]+[][XXa[]lXXais%%�{�]«]IIi[a�]./sJ�s;ZY Yi�Z]L�s]RYza[X]i ilY }Ii][�[?S ]LYfi�Si �cY;% aLs s?[s XX]i ][AIX it}i��}I%i
Owner I Manager greernent
-. W. t �e a
CS:abiis: c d Ira t c =imal was:_ :he abov: and 'Nii1
imT __. rnt tf.ese prcc:.dures. i (we) :.ow :hat any . ._ s= to t c _..:s-zing d_si$:i __^ac:tV of :,ic �a4t_ t":eCL:.C_^.t and
storage 5:'S.4 '1 cC :::nst:-uc,:t ion of v; fac:lit:es wiil:=' :tC a new c_ if:caticn to IIC submitted to the Divisicz of
�QT ^_..a: �� .�^_•...�^.t te:cr: me .._w a '.imal5 __. s:cctied- I (w'C, ..sders=d ii._...._-C AIUsi ?d ..^.Q .:15:-dI�C QI 3:1.: at
C-iaC _`CL 'QpiSiatSCC: 5'::::._. a7 $i: a:_ .. '_:C'S ��: S:at_ -: u:_. ��it::= _LS ch a Ti:�:- w?.CC Ccl3`�ey riz►' Cr
C.^.. 1 S:GC a _. _....CSS severe tiCi ..i_ t'Cz. -�ICu. itC i? Cr: i:::5i .^.Ci _.. _.. from hL agwQC! of
:hat iL'.^.'L:'. C Pollutants Ta-: 1c,mgin.' 2nd heavy us;! a.'_� . us, s;� i:. ] �^. us:.^.? tCC riCa!
s°...^.=_.cs Ce._.c= - by the SO= Rt<_cL':._s CCns,- Wcn Am__. '.L;11 Le iatd ., w: i=-,.i and at Itc
Lt: c_ of .'_ .L..z __.. andM,_. C_%_.. _;ici. Maki i , a v kncs, tat any, xMizom mus:?t-. -C3 a
--•al'.=t -..._ .' ..CC to 1hC: Scii and t,•ai!r CCn Ziic.. A _ -.m land
.:1rC� ...-..._....^.t :...�at:Orl tv �C� t .' a ..CL� .:t7.a:IC.. ' Ir :::� - - _I-i :S .r='_-- '.C:[ ;I+. :1J 'i Li _ .::C':•-+.$:::.
`crae of Lin :lrlii jjer_nt Nilal0%%LWe: -
Date:
',%%C -- :. :un-

Technical Specialist Certification
L As a .e_=r,ica! src_iz!ist designated by the North Carolina Scii and Water Conservation Co.grussicn pursuant to 13A
NCiC Er .0005. I c-reify that the arirnal waste management system for the farm named above has an animal waste
manacer neat :ian t;,ct ,<,ce;; or exzz:::s s;andar• s and specifications of the Division of Environmen a.I .Manag_me nt (DEM)
as spe=iftce in I fA NCAC 2'.-I.0=17 and the USDA -Natural Resources Conservation Service (MRCS) and/or the \orb
C-olina Soil any %V--ter Conservation Camrnission pursuant to I5A \CAC 3H.0317 and 15A *sCAC br .000I-.Oea5. The
foilo-ing c._..,cras are included in the plan as acplic_ble, While each cate_or}• designates a :eca icaI specialist who may
sign each ce::i:-ication (SD. 5I. WT_'P. SRC. 1). the technical specialist should only ccrify pars for w•hiz5 they are tc_hnicriIy
IL Cer- *.' rr031 o, f Design
A) Collection. Storage. Trestment Svstem
Caeca: the aooroo _- a bor
F x uiris fac:Iitt• without retrofit (SD or NVL`P)
Stera2e volume is adequate for one.ation capacity; storage cacabiltt_v consistsat with waste udiicatica
re^uire newts.
e_:y_-nded or rerr flad facliv (SD) .:
it iai waste storage and t.*f:at.T.ent strucrures. such as Out not Itrrdtcd to collection systc=s. lagoons and ponds,
have been desismed to i= or excel the Biinimum s:,:ssdards and =ecif-kadcas_
\acne of Technical Specialist (please Print):
.ifiiliaticn:
Addrms"A Qacy): $Vr
Slsnature: k ' - (I v I YMn ., DaEz: („ -- -IU —
B) Land .zgt?lication Site (IVUP)
Tie ;izn ^r vides for nu; imurn sccaradons (buffos); adequate a.-ncuat of iaad for wsta udlization; Chosen cop is
suitai is fer ,.cs.e management: hydraulic and nutrient Ic_cing :`yes.
Name of Te_hrical Specialist (: ?ease Print): �
.4friiia=cr: ���
cne `o.:
C) Runnff Contrnls fr
Creck are crfro;r:.re:ar
(SD or «Z P cr RC)
-- s .�c:.... _ces n ct .c, -_n�• _s:_.icr late.
h lets (RC)
`.�......�> _.~. mu 4..) ,.Crn lounging _l:J 1.�+ _ uid eas .,...e 4e$!_ cd to
Nan% o Rpeclialist ;7:_a_r
�, as P cr.: No.:
�t=

• D). Applicatinn and _Handlina EQuigtrient
C1e_•4, ii;e a;;,^ropr:;:re box
LPr'E\ i-zti=1, are-Yr.andirig faciii?- .,idle\waste arst+i;cation ewuil,rzlr (tijZPorl)
Animnal --k aste a—licatien ezul:ment spe::tied in the plan has bG_n either fic:d calibrated or evaluateda in
aC:0I ::nce with ezistina d_si�m ::'ans and MbIcS and is able :C apply waste 3s ne:essary to aC_o-=odatG Ehe
waste rnanag-_mem plan: (existi:i_ aCVNc:u1Cn :! t1;'=MefiC can COLD: the area r__uirzal by the plan at fates act to
e:.he: the s;::ificd hyd:_uiic or nuirent lcadins rates. a scaed uie for :i:� r.� of acpiications has b=::
est.blis:ied: re;uired burfe:s can _c mairtair::d a-.. calib:a:iCa and adiustmem etts^_.._ a:_ contained as par, of
the pi:n).
Ne,x. ernan.de`'or -z.:iszmq 'aC'.HtV arri'' iml ecu"'T1 nr for ccrzv
;
r. igaticn. (I)
Animal wasEe a3CCiication L: t,'te pl--r. has be_.. designed to _p_iv w:SZZ as Geclssar. to
ac:urn-z_—_cGatz the was-.--
t r:a i_ (rfCtCSCd 1�t:11Cai: is t Ci rrtC::;a _ :e: t.:e =*G1 .wC13rw 3v ti;
plan at rags not t0 _mc=C C:t.:_. t.:.e SVez:1'ea hv%draulic cr-ut^.e= lcadl.^._c .i:tS: a SC.`.t,dule for t2wil ne OL
Sp_iiclticos" has beea _StltSliSi:. .. i=uii'd .buffers c= be cal:Dradcm and 3C:L'zt.^..0 :t Z'3ICSncC ar_-
con—''ZCd as par, of the 'jl=).
! `vx. exnanded or iciir.c iac:ll.[vwithour e':i=:irla waste an^iica!'Cn ec,.n -rne^I fir land
c-n!adirla nct using sLraV it-J2tion. (NN-UP or I)
Ani;final waste a-olication _»i: ^.t specifie'd in the plan as =een' sciec:td EC -=piv as nec:ssary -0
ac:.,r,L—..cdate the wart_ maraa_^.._t plan: (prc;CSCd apoiicatscn _;uipment can ::iv.- the area rewired by the
plari at rates clot to e:c_ed _:the_ the S-CC;Fed hydraulic Cr ,:uuient Ioadine rates: a sc. duie for timing of
art-i;ca,icnS ail 5 ee: CsiaDIiSDGtij: re^'u b .. � d: an-1 '•-•--= .. l .�. b � ed � 'r:G:S C-.[I be ^.1.^ ^e C3I1C.atZCa .,a adi-"....-..L sII1da.'SC: art
contained as part of t�c plan).
Name of Technical Specialist (Please Print): - W r\
Affiliation: �C-
Address(Azcacv x & a .C,aS 3aa Phone No_:
Si?narure - �� Date: L 30--� �1
E)
Mortality
5I.NVURRCorI1
i -._ '..-a;._ ...-nnam-ent plan for ".i's .ac;iiry iCc?ud--s a Was:= lei. �a�-� e t Oder Cora:i at. Insec* Coatrci
C.:CCi::ISi. a Nicrtality M_:7agem_7.[ CICC!C!ISt =d an E:n 3!.^.C-' -c:iCn 1?!=- SOL'r_:S Of :Ct1 odors 3[Id ins=s
ha'._ be=.. -:aivatt.. With .eSC_. to this site acid Besi tifana?sme.:t ISfac:ic:s to `l:nia:l:t Cdors and: Best
Nf::a1o':::..:?:ac. :C_5 tc Co^`cl Ft__chave ,Leea st.e_.cd ;n the ua ._ plan_ Hei-C
?lan and Me Z.:.C:! Ccy Ac-iCr. ?!an are _C.:_7!e ar.d = be :f-� G^.7G.^.tGC by :his faciltt}'_
Name of Technical Specialist ('Fleas_- Printj:_
Aff:iiarcr.
Address'A.�a:j
are. t'o 3 0 "
F) �Z'rit'?n `mice of Net;- or F\_n3i,Ci :7 -wine Far-n
The failo%%:n_ si;nanure bloc~ is oily' t0 be __ed for new or e.tia3ndin, «ti; e farms th;ir begin construction after,Iune
'I. 1996. If the f=c:iitV was built before Jj,-e .I. 1996. % he" 2s it cons:. -.:td or list expanded
I ! .ter _. : ..ti'C. _ �C_. _r'_ _. J: ._.....__ n..Zd! Sill : 7 :-.. a 3u _:S :: 0:ti:t_.]
Col-, '.L:... ...� C= °:. 1 _ 'iS: Jt i" ._rC^ _.L _'S CC,;t i5
Name of Laid. 7Cr .
Date:
CI'_n:llL'r
D:.:e:

III. CerlifCatIotl of Installanon
A) Cnilection. Storage, Treatment Installation
IN:!%v, expanded or reiroftned facility (SI)
Animal w:s[e storage and treatment suvc:ures. such as but not limited to lagoons and ponds. have br=n ins ailed in
accord nc_ with the approved plan to met: or exceed the minimum standards grid spr_incatien>.
For ex:srin; f=- ;hes without retrojus, no cert,zFkation is necessar,
Name of Technical Specialist (F!e_se lilnzc):
Affiliation:
Address,' _t.,cv): Phone No.
Si,-nan:r c: Date:
B) Land .kn©lication Site ("TT)
Check the aPPrcpriarz boa
't"Y�The trooping syste:r, is in place on all land as specified in the animal waste manaa_ment plan.
=! Conditional Approval: all re uirt-d land as specified in the plan is clear 1 for piantinQ: the =oppina sys-z—
as speci:ted in the waste utilization Diaz has not bern es-.ablishcd and the ow-ner has eot-..:--utte4 to establish the
vet=*_teen as s =_iried in the pl_ri by (mflnt:ldativ^ar): the proposed cover zzrzp is 3pprcp6am
fer cctrp:uric= with the wasteutiiixation pi=. . .
I Also check this box if appropriate
if 4. a c:oppina s:'sx:a as srec:i'icd in the plan c= not be csta Hshcd on acmly ci-,,;sat lard within 30 days
of ;cis c_: ificadon. t�c c•: = has L:mmiredJ to establish as into= c.oa for --osion cmaol:
Name of Technical Specialist (r:ease Pnnt):
Afaiiiat:cnj:__ C_S
r
-Phone No.: ` M ,'Dl =
Signature: Date: � ` 30 —
This foilowinla signature block is dnly ttYbe used when the box for conditional approval in U.I. B
above has been checked.
I (we) ce..i;, .,;[ I (-e. have cot I in-' to cS-,aci;sh the c:caming s~:s:_ n 3s SxZ:iiei inmy lour) ltasiG 'CI1i:.3[Scn =d
I,; ar_re_rate to cs_biisi :: a interim crcc fcr=r:.sicn control. and x•iil subs i::c DEEM a vc:ir: motion of co=ie=ca „am a
-i _ i mhI t � + t I • ! ih a daft $icc 5'ed :lie :on C:nj-SCz6Cn. I W---; =;jzz that
T ccaic_ ai.s: xi I I_ ca:erc cs�_ a l o�ir._ ( r
iCiiure tC Is a VicizEicr, of ?i= aad 'xiil subjCC::'ie (us) to an
ac::--n = "1 D;.M.
lame of Land Owner :
Signature Date:
\arse of ManagRr;ii Ci ;e:eZ[ [:ores ou"-ie7
51gn::ture:
Date:

- Q Runoff Controls from Etterior Lots .(RC)
Fac , ire with exterior lots
Mc,hods to :.srirriizc the run off of pollutants from ]Cur -Sing and : Czvy us: areas have been irs:aile d as spec=Lied
in the:,[=.
For jaciliries x•frhout exterior lots, no cerrificarion is necessary.
Name of Technical Specialist (P;ease Print):
�fitiiatiorl:
Address(Asenc_: ): Phone No.,
S;-- Ir" Date:
Di .Aoglicatinn and Handling Eguiriment Installation M--L-P or I.)
[iaes: 'he Gy,7rcpr:c.e 7ioCF
I asr. mal was:-- a puc:dcr and b_r d!inq . r''.11_r.-CrE SSG_ t e-4 ;.I till r Iw*1 ;s on s.,-- arc :e dv rcr use: i , c3.1Cr=LGII
and 3,-:us• ncrt ate.:aiS have *.,ten Croy:cfa !c =t owners L^d are
.; Arir%.�.1 waste ari3ilczt:Cn oral handling eq'.ipment 5pe_-. ed in .he Sian hs nct been irs'.ailtd but the owce:
has prw_Cscd ieasing or ti7S- p^any application oral has I mvid- a Si4IIed C.^.r=,z*: e.^.uivr..e_^.t sze.^.::led in the
c,-nt:3 agrees with the requirc.:i-:its of the p.an: rcquired bu--' a:s Can be u.:lrit:.';.__: Calibration and
aciustrnent _'lir'arCG have `oecr providz—d to the owners arc arecari=ned as par. of the. Ian.
:1 Conditional approval: Animal waste appikation and handling ecuipment sr.e_itied .r:::ac plan'ha.s been
pur:�ast� acid will be on sate and irs:31lL--1 5v (--cnthrdavlvear,; there is ::irate storap :o
kid t:.e waste until the - 'sipmert is ins;3lled are until the w•as:e c3;, be land applie in a=rdar.c_ QiEh the
::oCC:i.° SL'Si:II1 c^n�E.^.G In tilt �13ri; and crEbration and zidjus:mc nE z idaricc hc�e be n-rovided [o 2�'C
owners and are contair -4 as ,azz, of'".c r1a31
\ame of Techlzicai Sne_ialist (Ple_�e Pry;,t): C- S o+1 �r n�QC'
Mfliiiatior.: �1`zk CS _
Address(A ztnC:•):'?SS
Sicnatur�• � `
Q�N%Plhcne itio.: mrj� 5QL
Date: Co -30- ri
The following signature block- is orIv t j be used when the box for conditional approval in M D
above has been checked.
(1Z e t C%at 1 (`x'Y have ccmnmirl.'zzi IO tL'rC :dSz .e a .ir,^.3! wZ-':e^rt)IIC..[IrA andii%.:'.C....Q=LlriZ..' 35
spec:rica in -iv tour) :E%asie rna7ap: C : ciar, L-,d w:d: 5 i ^lI[ [o D=1�I a %C:3I:C?LFC?S of d:eIi-:en, and ins:,'-I.adon
from a 1 cC:lni 71: a'CC. L'5: Cy ':` i:�ii:l I. ..'..'Car ..=•Ys iQi cwing the -arc5^.CC:ii.:i ]II :iIC -ard:t:Q:':a: �..:�IIIC_LIEii.
Ovc• rcal-zz :iaC .....:": CO S:.CLilii C4i5 �'C^:'SCaC. is a V.QiaCititt oI t%C-x'as:C :. ar-ap.—tot pi,'..- an
Cc W-HI Subic= me
(ins) to an to;crz_..._ ' _c:1'01'7 Frcr.. DEM -
Name of Land Owner
Sigriatur
Date:
Name of Mang-zr;Ji � iiiere7t ..trig awn-: j:
Si�n.�tLrs: Date:
E�t Odor Cnr,t--)I ^ irs?* Cnntrn( and 1inr:.;iiry Aiana?ement 1 �i�. �i. t�'UP. RC nr I'!
Ct:C.. 2r:d �_ <.�tCii: .. -r :,:_ ��a' h
N:I<<:t E3! ! r:..r,tcal ` }etlli[;t i ..__=z . —.-
I Q M,
_1")

Please return the completed form to the Division of Water Quality at the following address:
Department of Environment, Health. and Natural Resources
Division Of Water Oualitc
Water Quality Section, Compliance Group
P.O. Box 39535
Raleigh, \C ?T636-0-3=
Please also remember to submit a copy of this form along with the complete Animal Waste
`tana,ement Plan to the local Soil and Water Conservation District Office and to keep a copy in
your files Nvith your animal Waste Management Plan.

(01
ov
i;
Ar
Ca. jut
Af, ~ee 1
RIP
Sl
• � � , ��Hi7d�d'd• r' 'pN ;• n � ___� :� rrY�,1� _ 3 ''.�V' - t�ti
t
r'•' tr r. ��•�J /IT r M� n + � y �Ft= � t r=1 t t
. .
r
!. u
y ti r
r- S e .. o h'
1~ `.L, ^ 4y a lunr.ril ! :� r �.id�• q / �;
lALl
(� �> �; a•it �'J c`�� +Jx e� tt J
Vw
a' k
I i M v rr - rJ• :• • a ,�• ` 1{'d' {i •.' � v 4 1�� o J' � 4 : i '
8 1 Ql a t t1�ID� _ ti : a r •,: � �•a) �p� o tea,
7 'Qt� ty. � ��1(iP. F " t,ril' r - tin ? � :,•1 � � 7�, }: S' _ ��1
1 tiG C E tirrr I tto
^�, �•_ ALA �- :: � ti . v. o � � �•'„ '� .� ' ''s•,� s n .�, 4 i
tW1i L1AM'
� f �1` � ��. ty r�' t�e� 'T.r�'Q � alt� u�7'�� T•] i � Kl �c � ,
Rr
�..��.... R1 .�'..f _.._-.._.. ..... .r.�.....rY.�� ';``'1`ttJl�;,�..{_'_.1 - ^!�h��1+ r,1�\`=C) - .. '�^7 •! K;.;t ��4. 4- �� �- ---` ZG- 'b. .. �.. �
lT p �.. <.' t ,` , L�4 `' � w ,t i i� ,1 ^ .�� .. il`,� y d} +' .. _ �'t �,; :• 1 fi
i, L. LT ��J•
�.10� -
z ... F c-
. — .'KILT `,a���R(c6�1. �T�APAoa•J a �
`7
T V.
/ �y "
7 I
L'

IVEQL
R E E� WASTE UTILIZATION PLAN
1999
FAY-MEVILLE
Producer: REG. OFFICE RONALD WOOTEN
Location: 3772
7 2 TIMOTHY 3R4.D .
Telephone:
Type Operation:
Number of Animals:
(Design Capacity)
STORAGE STRUCTURE:
APPLICATION METHOD:
(910) 567-.S53QL
Existing Feeder to Finish Swine
2448.00 hogs
Anaerobic Waste Treatment Lagoon
Irrigation
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 f ields where the waste is to be aoulied.
This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil
tests are strongly encouraged so that all plant nutrients can be
balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the -waste. Do not apply
more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
available water holding capacities.
3. Normally waste shall be applied to land eroding at less than
5 tons per acre per year. waste may be applied to land
eroding at 5 or more tons per acre anrnially, but less than
10 tons per acre per year providing that adequate filter
strips are established.
4. Do not apply waste on saturated soils, when it is raining,
or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed
under DWQ regulations.
Page: 1

1
ANIMAL WASTE UTILIZATION PLAN
5. Wind conditions should also be considered to avoid drift and
downwind odor problems.
6. To maximize the value of the nutrients for crop production
and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied not more than 30
days prior to planting a crop or forages breaking dormancy.
Injecting the waste or disking will conserve nutrients and
reduce odor problems.
This plan is based on the waste application method shown above. If
you choose to change methods in the future, you need to revise this
plan. Nutrient levels for different application methods are not the
same.
The estimated acres needed to apply the animal waste is based on
typical -nutrient content for this type of facility. Acreage
requirements should be based on the waste analysis report from your
waste management facility. In some cases you may want to have plant
analysis made, which could allow additional waste to be applied.
Provisions shall be made for the area receiving waste to be flexible
so as to accommodate changing waste analysis content and crop type.
Lime must be applied to maintain pH in the optimum range for specific
crop production.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H .0217 adopted by the Environmental.
Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
2448 hogs x 1.9 tons waste/hogs/year = 4651.2 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
2448 hogs x 2.3 lbs PAN/hogs/year = 5630.4 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_
Page: 2

` AN$MAL WASTE UTILIZATION PLAN ,
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS--
CROP
YIELD
LBS
COMM N
**
* LES
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
2873
1
Ln
C
115.0
143.75
0
25.7
3694.37
I
MAR-JUN
2873
i ly
1
1IA
I
1100
10
125.7
12570 PR
2873
lA Q.A
SA
1
0
I
1110
1-5
15511
APR-JUL
2873
"1A
WA
100
0
I I
11
1
15
1500
SEP=APR
2873
13
GoA
FP
3.2
0
1
I
1160
14
Ep_MAY
END
I
TOTAL17954.37
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 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.
Page: 3

- IANIMAL 'WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED 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 N
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
END
TOTAL10
Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
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.
** 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.
The following legend explains the crop codes used in tables 1 and 2 above:
CROP CODE
CROP
UNITS
PER UNIT
1.25
C
CORN
BUSHELS
FP
TALL FESCUE -PASTURE
TONS
50
SA
SUMMER ANNUALS (I.E. Sorghum -Sudan Hybri
AC
110
WA
WINTER ANNUALS (I.E. Small Grains, etc.)
AC
100
TOTALS FROM TABLES 1 AND 2
Page: 4

ANIMAL WASTE UTILIZATION PLAN
TABLE 1
TABLE 2
TOTAL
ACRES
LBS AW N USED
34.7
7954.375
0
0
34.7
7954.375
* BALANCE
-2323.975
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Page: 5

ANIMAL ►TASTE UTILIZATION PLAN
*** This number must be less than or equal to 0 in order to fully
utilize the animal waste N produced.
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.
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 905.76 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 4528.8
pounds of PAN to utilize. Assuming you apply this PAN to hybrid
bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you
will need 15.096 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 36.2304 acres
of land. please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 25a depending on your
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 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 1 and 2. Failure to apply the recommended rates and
Page: 6

ANIMAL WASTE UTILIZATION PLAN
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
Application Rate
(in/hr)
Applic. Amount
(inches)
2873
1
Ln
C
0.40
tQ-.-3F 1
2873
lA
SA
2873
1S
GoA
FP
0.50�-f?
`
2873
`1
WA
2873
'lA
WA
* 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�anplied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
conditions.
Your facility is designed for 180.00 days of temporary storage and the
temporary storage must be removed on the average of once every 6.00
months. In no instance 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 Tables 3 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
Page: 7

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.
2. There must be documentation in the design folder that the
producer either owns or has an agreement for use of adequate
land on which to properly apply the waste. If the producer does
not own adequate land to properly dispose of 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)
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" for guidance.)
7. Liauid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur offsite or to
surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order
to control odor or flies.
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. The potential for salt damage from animal
waste should also be considered.
Page: 8

s
kASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 the crop or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential
property boundary and 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).
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,
dr ainageways, or wetlands by a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges 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 vegetation will be
established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and
other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible.
Berms and structures should be inspected regularly for evidence
of erosion, leakage or discharge.
Page: 9

ITASTV UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 preplant with no further applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will
be required to mark the maximum storage volume for waste
storage ponds.
22. Waste shall be tested within 60 days of utilization and soil
shall be tested at least annually at crop sites where waste
products are applied. Nitrogen shall be the rate - determining
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 and maintained. Soil and waste
analysis records shall be kept for five 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: 10

ANIMAL *WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:RONALD WOOTEN 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. -T (we) also understand that there must be no
discharge of animal waste from this system to 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: RONALD WOOTEN
(Please print)
Signature: Date:
Name of Manager (If different from owner):
Signature:
Date:
Name of Person Preparing Plan: (Please print)Wilson Spencer
Affiliation:NRCS Phone No.
Address (Agency): 84 County Complex Rd.
Clinton NC 28328
Signature:
Date: 14 —y — 1 �—
Page: 11

ANIMAL WASTE UTILIZATION PLAN
ANIMAL WASTE UTILIZATION AGREEMENT
(Needed only if additional land has to be leased, etc.)
I, hereby give
permission to apply animal waste from his Waste Utilization System
on acres of my land for the duration of time shown below.
The f ield(s) on which waste can be applied are shown on the
attached map.
I understand that this waste contains nitrogen, phosphorous,
potassium, and other trace elements and when properly applied
should not harm my land or crops. I also understand that the use
of waste will reduce my reed for commercial fertilizer.
Adjacent Landowner:
Waste Producer:
Technical Representative:
SWCD Representative:
Date:
Date:
Date:
Date:
Term of Agreement: , 19 to
(Minimum of Ten Years on Cost Shared Items)
(See Required Specification No. 2.)
Page: 12

A41MAL'WASTE UTILIZATION PLAN
STATE OF NORTH CAROLINA
COUNTY OF
I, , a Notary
Public of said County, do hereby certify that
, personally appeared before me this day and acknowledged the due
execution of the foregoing instrument.
WITNESS my hand and official seal this day of
, 19
My commission expires
. (S EAL )
Notary Public.
Page: 13

ANIMAL WASTE UTILIZATION PLAN
Waste Utilization_- Third Party Receiver Agreement
I, hereby agree to apply waste
generated by in a manner that meets the
Waste Utilization Standard (633), or use an alternative waste
utilization system that has been accepted in writing by the
Division of Water Quality.
Third Party Receiver:
Date:
Term of Agreement• to
(Minimum Ten Years on Cost -Shared Items)
STATE OF NORTH CAROLINA
COUNTY OF
I, , a Notary
Public of said County, do hereby certify that
, personally appeared before me this day and acknowledged the due
execution of the foregoing instrument.
WITNESS my hand and official seal this day of
My commission expires
(SEAL)
Notary Public.
Page: 14

4

1999
FAYE17EV LE
REG. OFFICE,
�,�5+e- �__
System Calibratfarr
R F C '-:::V E D, ON ,
SEP 17 1998
Non-J,sc^aigo Pamilaing
Infon;,a_;cr, presented in rnanumcurer's c^arm are based an average oper.-jon
conditions with relatively new equipment. Discharge rates and appli cn rates
change over time as equipment gets older and components wear. In paruc-.rlar,
pump wear tends to reduce operating pressure and flow. With continued use,
no=le waar results in an inc. ease in the nozzle opening which will incr ease the
discharce rye while decreasing the wetted diameter.
You s:,culd be aware that operating the syse.n di—ererrdy than assured irr the:
design will alter the application rate, diameter of coverage, and subsepuerty the
applica'L=en uniformity. For example, operating the- sys-tern with excessive pressure
results in, sm; alley droplets, greater potential ior drir, and accelerates: %year Qi the-
sprinkier .ne=fe. Clogging of nozzles can result in pressure increase. Pfucced:
intakes cr crystallization cf mainlines will reduce operating pressure_ Qce:zung
below design pressure greatly reduces the coverage diameter and apPICIZ;:cr
unifC=L.rr-
For —he a=Ove reason, you st",ouid calibrate your equip mi enton a regular d'cSSto
ensure pi pier" application ia;3s =nd unHorrniTy. Cafibr, aeon at least ono-z every
ts`lree '✓=c_ :s recommende-L. Calibration invoives coilerrnc and rraas; .`"-Lc iiow at
7.Save•'=? i �.a-tons in :he cppllCciipn arec, l,ri}J i cur; rber o- con diners Cc:: -- use,4 io
collec- -:C'N and deter,m,rne :`, appiicavon raze. ruin gauges work bes_
ttey air:_-V dove a Cradi:c-LZ_c scaie fra m whic:T iC read The applicatioi, 2-rncuni
Witlhou ;ia;vl.,g to Perform, 2dti'tIonal calcularions- However, pans, pia='c bucks-M,
jars, or c " i:fi"1C with a uniform, opening and C70SS-Sa'_,1cn can be use,--' ravide_►
ta,e fiauic c;.i;e^ted can be easily Lransferred TC a scaled- container for
For sprinklers, cciiecton Containers s�,ould be locates rando,:,iv
TiirOLlCi,Gi_� _;,$ aDpliCc_Ipn ar?a at Several CIStariCaS from, sprinklers-. ,"Jr :;cveling
guns, sprllnkC erS should be iccaled along a transec perpendicular to the dira--ton
opull. Ce_ cur collet ion cc ,tc'iners ZS feaT apart along The t,ansec of; 'I, h
sides of t,:= Gun carp. You should compute the average application rate or all
nonurifor, ...,T'�, of the appiiccuon. On a windlezz day, variation between. ccrr ainer5
of rnore t;:ar. 270 percent is cause for concern. Yoe s:,ould can =your i„icatfon
dealer or Tec:.,nical speciafist for assistance.
•Re_-7rrr7re4 far i rzirirg wcrer dbns af.4nirnal Wa re Pdaragemen; Sy=P-'ns Marcel

OP—ER-A.TION 8t T -U4 CE PLAN
P3UDC-- 'SCc:: Hcuid Il,at'I,ge'.:e= = z,4,a ld be esC•e=�_Tiy
i�rflor" :=L to = . C 1eve:s So 1 oL CO not. have vrcbir-L.s C=-ex=ded -.--;2y ad
weav�ocs_
canact;, sh-oLd = a-Y-ailabie :.~L ` e 12,-ecr for, pe::ioe.s wA--I
=-,,-o is dornant (such as for b=--murag-as) or wnea tiz---
SDC S 7dca u as -_i^:'i..�Ti Or:,i s� S.7;I Ili Lie: s :a=— "=C- THIS u"'.�c=
that at ; e s �*is of plane �G ;rL e �._�_ W--= /ems- y sp:dn i= gadoIr a=-aag-to
a fin :-.a.1. a ,c pia- szotd be done whm-nC.r= the: i=d is cry eioup m
re := ve iag-oa,-- Ti=d. This w=E� ::.a = s,-,azzge r av-au=ie in the lagoon for iL=-- 3;=
moods_ i^ _:_ see:; v :Z iagoar should be ?uL.l_ { down to cat low
to aLow fcr ==r s•,.orage< Everr or: should be aaiz to
r r_ tam �—iclose m �1_ = liquid -, re: as -long as the wczite' ad w�
utdiza icrz 7! '.i iY allow it•_
waidn U:r!."170on •Z: S =''r"w=a.:1L�=u = S;.orZe C~✓c�� before S=-- :o
T--"F93 CCA= -C.- !'..:Ve LI- om iC- slz_-_.� = 5 VrI,-= CL'u C ==Cea we: _s7.a.LOC'r_
Ov=70W the TZ?00n :fli a=. exczjr Z ��-jfev', '--::Cu: =,.,n is aViCe=`r'+ of
sl--:.p. fl CIO,--=C-, �t.+.�_." G�� Z:: - ._v 11105 =:L::11O11
�'•'..3. 3 h.'. V`ra"..... Y�.ltli tJ-IC ❑- 7a- _
SOT= :,2' u:. the:eVe^_ �i� It : a Q_ _11cC::."r.� :0 QO�.
— =vi: i irS� �: �'.5.=. �.: ��_OOi e"'.�- �_e::- "'•rr Si:;iuLiitG11,� 2.-"'..._5
be
to
_.. z-H and 4.-S Ca T i be 11Y f ais 1'Ti "i% Y
C7 c GOmmin=On C
o.zdces. -ts shouts be don_ a= le: ancz a year and
tpricz in v== wearser C-Ore uorLs a:--- :avomable f-or
NOT-'- '' =_oz is by _wing, the 'l==-bi=-d-- MM"'YZZ not be aLow•ed m �
t 1eLa,-z Such C7e..T. :.j5v. •1t-i1L tiyr.the:lzgoon tar ar
the �..•-..r+'-:+�� vrasz.-
MaiIIL^=I'..=.. '.�.i. Ot1$ of I ire r II SQOiL Q C7� a11ZL'e C' .ig t:. Lm aL �..L' _? 0
the ia,-Ocr- =a Z: I=s: nnoit Iv _ d - mirror is :.ic:l am: 5= evezts. itemns to 7C
CIIP--'.=`' S:LOi:.'C L-.._'_Ge, 2S s ,1 _:z_ ...Y IOLIO,- -jC'
�-
w
or
- accu-L uiz-iC:: OI 5a-'S Qr 1TL_IIe�.�c
=. over earc:den of Ores

I
Lagoon surrac.­look for.
I_ undesiz_zbie vegsmfLve growth
-. floatng or lodged debris
Embankn=t—loos For.
I. se-aieme:t, =zcIdng, or- 'ju " holes
Z side slope sability—slumps or bulges
3. wec or da= arms on the back; slave
erosion C= Inc;: of veg�.. art or as z. rsit of wave awon
roaent .age
Lamer L- -bons ray be subiec: to a--dasnagc du_- to wave aeon cm=!d by s=n;�
winds_ 'fhe:= waves can wroe= t= lagoon sidewalls, the --:Oy wmk=iing the lagoon dr_
A good s *d_ a vegetat on will r_du= the pot .. r a.l damage ealrsed by wave ac oc . 1
wave action =.c4e serious da.:i2gt m 2lagoon sdewalL bases iz the -lagoon ray ae
used to mxd the wave itA"uaC'S.
Any or thesz- :fit could lean :o =.—:on and of th-- dam- U yaurla_z-oon hzs
any of �:�` : ='reS, you slilm ld cad an a _ iom —=—_ e" 1 = ic-rf lid- with desz =d
cons—,,.:c:ic= of wasrY la-coors. You r,av n=d to taroviae a -,,s_ L Zx is tam s a that
pe=,:anezZr sci,--uoa should be r--riewedby e
moon dam witu heavy wt ivment is a s=-a=
und,— . pocerni ilv se--taus-corsezuences a=d should nor be cond'L*Cir;.:
T .7Ii. .e^cam �v an amrour:=:--Tt-=.T er:.,e-�_
T ansltf Pum, s :r^.i =0r ur lie. orerazion of.
? . r jC:.= mz=s
VerT�? c_`;on_ -- L—m T y loud �- _
CII.... o t7ump G LSiic,ll ou �_
no=, c= a _=e a:mou:n. of v:.,__cz, -av Indii .- , _ me is in n:-.: or::== or
N! O=: ?". =- —, =' svS't,emns silo l be i - and ope: ^'re:r enoIIzz so =z you -
arm not G:l��ie' 'V "s'+L"omiis'.d" 'Ov wLmvment fzLi :re.� You Should �ioriIi your pL�u�=
syrx:.-, at a. dme `:CFI:^ pot lagoon IS at IDS IOW Tzvei Taus wM allow sane
safely tL- :: Ss:-oT d major .*'...'..' � 'be s..,. T" _ Raving a II a::iy fbJI lagwn Is not i �=C
to thiac zboLt' s'w�-r:xin�, r_airn; , or borrowing pu.�s. Probably, if yourlagom is
your:ie'g�bc::-'s lagoon is ; d-Iso. You shouLQ or 5_uaT�
parts or vu.=� s _
S=-tace wate.: divz.m{jn f==ts 22r d=-gned to C� f aZ suri'c,=
==.age wa[_-;s (5'uC as rcinia:l ranoii, roof d:z:age, gum--. oud' ,_
and t;aridng lot mmoft away from your ia;ovr. a .d otter was�e
t�-me n or stomzt s ccn j-:s_ Tne only wa*�- tt* slould be
ral..i:1g i-ar,Z tor:: lagcon is that which. Comes _­O:u your -flushing
Zg) system Aredls and t �ihx:a l t i= hits t:.e Ia;oon- dir_:'!v.
`you snouldl sv= v'our dzve:mon sys-�.:m for the following:
1. ade r zrn vegemdon
? . mve-morr =parity
3. rid-e b.';*.n r1mgit

Id�ued �'oie:ns snaulc be ray- �-� pror:pc�y. Ic is ddvzs�ble ra :n�; you ors
drsaag or =rnediarely foilowin; a heavy rain_ Ii= tecivai=i asssance is n
de..^- r ne a=per solutions, consult wirh auvrnariase =,xis_
You should : nor-d the Ieve; of the la;oon jusc prior to when resin is predict;;:, znd tt as
re, orrL the Ievel again 4 to o hou--., after the rain (assurnes th--,e is no oumnir'). I-h s WM
.ve you an idea of now muci your Ia;aon levell will zisz wira a =—Mm r,-jnZl =Chat
(you must `so be r=rdir:; you r -, iT for this to worms). Knowing tfLis suazL:c' izz
planaia irrizarion aoplic=ons and storage. lF your la?oori zi= excessively, you may
have an rrr ; i ow vroble:n i-orn a sLrc5—:-e w=r dive -lion or the may be s: ale 1=0
Ia. oon from me suroundn; ianc.
Iaaoaa- OP-araton
1 ` irnmediataiv ez ca zs,--= Son es----blish a ccnmle:z sod cove: on B saii
SUM, s to avoic =Sion. +
2_ r!.0 r.ew ia;oor a:.si=. -Mewnl ent vOlu-:ie ct: ie _SL'alf fail of wa.= be*ors
wasct l0aLLrg -ibe_ -TS, Mi^ncr Ga= nor to e.oQ- n.:ila or bZ'li siG:=.
Dr- i-ces _ -o izzDon. should have a rxe.:_:a _7t 7LDd=c_ t--
_r.c or to ji- � M cs:::a:�e near Lie bonot_i of' r. e iagoon cz:.= - =t
51:4ia• or anoi'= :.:=---s of slowing Lh Y :IlG.^.ii{:::� c rn: m avoid, = =on oT
A. W ale i rfoSsinie. -t loading new lagoons :.:I SLTIIIl17 t0 rMIM—"s
OaC: ha: es=. (Quy LO
Z new ].moor. be sludge
worm- swim-- =a~{'Au :in tale amount of- 0.25 of the 1;.11!
c „d voiur:e. -_s sme -=g shouid cr :cr= a.4 ie-�t taro weep rY:o the
a.ddidon of
6. �cintc.in a t?enodzz check on the 12-oori iiaLid 7 E. T the Div ft DI ceiow
7. Q, add apcuivazz! li=ie at the e.t.a cif 1 -Dound -.) 1 000 cubic --.= of
Icon liquid voiu;:.: uadl the pE.ses move 7.0. Opzznium Ism :icuici
jr is beaver: i -1 and S.O.
i. a dank color. lack of bubbling, and ex:.essive odar signals inad--.
bioio=ical acuvir;. CormJtadon wizen a t��. i l s�aaiisr is =Z==ded
_Z' =r..r% cordizons OO".z fOr praiong-!;d -Oe Ods_ =--Der.ally du.LI—I
Loading:
The more u ^T.:e^tly and re,T:!z iY wasrvAate: ;s aed-..—,4 to a Ia;oon, the be=--±e
Iagaoa will .cdon_ .us: sys-� wash waste into the L---oon se"re.a? ti.=, d--lv art
optimum for �:ze tr_ Pit � �_ systems, inn wric one. or DUUdLi-s ar- =cd-
aad r�•-'ia..ge ea.�-:t ray, also wori

P:ac c,: waL_� cons:^�acon—nzisiirrzie building wbCer usage and
suMag-t ,ern lam; waterers, bro imn pies ana wasndown thm*
vrooer rn�nc°". -nce. and w-..ter cons--.--�, aac _
Morin, =C =A-^ wa, p and Spillage by kepis,- f=:d= adj=L—d- T"ais
will rmduc. e =noun: or solids en Lerin - tte Loon
?maintain laaaQn dcuid level benv=.-, the -L)f-- r-�=t swrap lever aad
thelI te.,,DQ.�rf SLnrSe level -
Place visibie r,a_r.. or sta-.s an the lagoon bank to snow the
=ini Tum liquid lever and the maximum liquid lever (Figure 2-1).
s Sta« irip t ng ar ±e earnest possible date in t�ta= saran; based on
nutZent iw'L.'.2'�.Ti .^.� and so1I moisr=m so L:16:. }tz-.—.pOrarY �+sw1ag+
w1HT be :Q: '471 suanlZer' Mund tuor . season. J�?�
�� LA in -.t laz su7m.me.-le ry r-a-711 ro provide max i'um lagoon
=ra a for me wlnuu .
L7v -:-Zr loot LQ the
Do nc, pu= -;t 1--goon. 'rcu-:, le;T�.�.l 1Qwe.— .he _�e.-�i1C1n--n.L sW?,-2
lsve: unless ;✓ou a-r .-z.—rovine sh:dge.
aze Y $ -c :� TTQeiI: is i
a C 2s _.: ariav from the r7m —pipe, Li o=ole.
—a' en: ad(:G c-s S. lDTi� �.:.e� forage
Or OLL r-= .. ^ i c into &-e !a_c<)IL
r rvV^Vv.il� ... tiVr CLJ4+�`r ��lii c--:1 l b s:Lns az o WL111114.111ruL :io 1b.i o
.� �:ii�cli SuiC: v p �0ii= i�7Qe.^.C, andVa�i�ll:'iL G.���l zi a- 13�QQII edg=
Da sot ailow -...s or la:p bashes to g:-ow or.:agc�on darn or =b=-k::=r-
Remove slueze ern Lie la;oon eith— when L,e s.-udge srtara- �--aLc
or before�-- Tics 50 or the per;na--.=:.-Enrage volume.
17 andnia:i ix'1C roil :s to Ile twTr,�:n4� , eyrie O1:,e' Z zesuor=ibie i07
=.d a dosurz pian to ti.'�:;:,�a��a Llic pcssibilin� of a.
oilu:an:
Sludge Roval:
Rate of Iagovr, si:cg- buildup C^, be by:

unDoe. AcOn S:Z.r,�
In--haidall soi:LdS S LYZImoin or iluSIIe3 'xas=.
3V1rx 4i ice. lt& 'Ammm SOLG'S I.^, an! a _.piopriataiy Cam; c:. basba, or
u-7irazri7 n =zvzge and spLi a n.
Lagoon Sludge Chat i5 removed a:Ii'T:.?.11y rasher tHan SLOiw lang mmm wIT:
have mare ,-,u: e^ts,
have mom odor, and
re L=irr mor-e 12zd is JV use Ent ilLTrrie.^.�5.
R-:.-iovaL tom: ; cues:
=:re a masmm, a Ii mr.
Na the Sliic_t and izzoon Lieu d urrLh a
PUMP troL7_? —z--s-fare Spzi L dI= :_'±gazorl-S r5``.im onm nPa`3_'---z:pi=d;
and sail Oc croon=.
De,w-. e: me C";nrof !agoon O'j -tea _Cr. Gmta ilev'i7V c7gplanC CTL
forajand; m0=14dy sludge; LI C SIUC-:t_ 4J✓�°."-.:. aaT�!
and SL?reae cf.:c -=:-4 :C or :o-x-z-t-a:-C,- and ....I=-mov-=.
7)?'..ar'r _.. ;:;Sr :Z7 of lagoon J I —�=-G = Orno i7wyi7Y C'C z:d Cr
:QMg :e c; C:'^'' ---: _=� -0riI lc=C-Oi- ---.. C.�r�_ ".:fie Or S:L'C_=_ .,'__'
Ve t 9 siudze _O _.._ iieuics Ca:: G -. vc::i
=:a lazoon; Low to da,- %aie:, :aul =d win:
a::ro C:aaia-_e C_ c .c, aria so_
a�� `�I ! ib �'1 - •1 TI e T -'I - e T CP ��� -!! e
,iLiu�.-�.� a,':C -_'." Va,l..,,.5 ._w:_ _.. C IC. Z"f1 ai7TJ�Cc.:.Oi, C= _..... SIL,L'�� to i_....:$ *+L"D..
ii=Lite b-r _w�� azi�:,e:,a4 as wei, a a-,y previous '•:r''�5-� a:.v'�.:� :o:1S to tip a: =d
app icon :-= ww,�s be disc=152 51 Cet=" in L.,,a7t.': _.
W-a= Slud?_, you u:Io: zoo say amadort :O ti?e 1L-c-- to da:T,zp. (20=
at*a cu by =!! pumme.: or d �- T ou---,.or wiLp ---sure tr:= :.:.c I"Coon iilier rz=4
III"= o if ycL: se-- soil nia nzi or be sync Iedc li:Ier :T.aL :ci dismrbs z.d, ,;Oi! iu orjL'
S'MF Irnm "e.l Ny and ;it3: resune until voL, a_-- s' -. Ll:ZZ the $iU4C-- be
re=ove W:tr�OL:i !_iier L'liui :. If ..:e On IS L�amagM it. aTus::tee �e'Jal'� as s,,o, a
fposSiDie- -
Sludge Z--.:_.Ove'? =om die Ia ccoi. rzs a much iNgher phoxp,"riis and.heavy rne'.=j cCnt---:i
Gum Wczic. Ta Ise or L-L's :I 51:auc probably be app—la._ to i=d wills Iaw p. hcs? :o:-=
and as s indi=-= "by a sci '� S: and i :c-- ,Ora 0 r°;':LTGr t:'i4 C arcn cr
e osion- du-- LO: if die s1L.p :s =Hmi to iieTds =Lip:., Ver-,' soil-iesr o.^,OSphcr..., it:
Shouda be c-_`?L:e^. ccy at my; r,^..a CD L'!e =p re^.z,ho
ov2l Oi ocsprus. As wit at
WaS,-S, al izz is .ave your is I SiL"_ .=,aivZmad 707 i.i
The 2,E3DLI^'-G:: OI siudy vw u-in aTiIounc of odor, at: _.e v: zste a*Ji31icazicc. iiie.
SnOL'id pe'ast:i Ec CGsenre Cite wind CL:A.. -'Gr. a .0 othe.: C nsic::S Whic.Z
coma Lug.!. --_Se .-_' C. nc-em Or ntig? bcn.

Possible Causes of Lagoon Faziure
La-oon fzLmms-result in the =ianned discb, ge of was.cv-ra r unm the -z. Ty=
or iaura = include leakage through the botrnm or sides, ov=mpping, and brc ;= of the
dam_ A-ssum3ing proms design and cun=ucdon, the owner bas the resuanoz2iry for
rnsmig sm==_ sne*y. IL=s which =y lend to iagoort LLiiures include:
Modiucarion of the Ia,*oon =ucmim—an Pe==Ie is the plac== or a zbe
in the darn without mma— design and c one*=on_ (Coasultan eZDMIIiu
lagoon design oe- placing any pips in dams-�
Lagoon liquid Ieve:s—high leve:s.are a safery risk.
Failure to ins and maintain the dam_
_ T =c= sur1G++,., wz= #iowin3 into the Iagoon-
Lner int ;Hty--_eta^: torn inie:- pipe s=uiing, dax-nage ding s adp
re novz, or rsot.*-r f:om Lowe-ing lagoon liquid lave: bellow Toc
table.
NOS". _`'Soon ware, -is ai:awed to ove:.oD the dZ.--i, in moving war- w3� 5a� �e
4.:IH s to t'0= in the dam, Orce ' .t ram;, a sm ,: _ it =, c-uicl �v. cat,--- a la:_
of w'csw : rr°: aza vosmale Q."c.T. Z.—M, ,are-

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVrSION OF WAT-C-1 QUAD—tY (DWO-) < <ol y$ -ISL4I
EMERGENCY MANACEMNE-i SS.9VICES (SMS) �
SOIL AND WATER CONS=;-,Vr.710N DiS T RJCT (SWCD) U
NATURAL RESOURCES- CONScFiVATION SERVICE (NRCS)
COOPERATIVE EX -ErlSiON SERVICE (CES)
i his plan wiif be imDlement_d in "e event thcr wastes ,-;om your operairrion are leaking,
overflowing or running o,, site. You should not wait until wales reach sur;ace waters
or leave ycu property to consider that you have a problem. You should make every
errart-to ensure that this does rot happen. 'This plan should be posed in an accessible
location for ail empioyess c,. u` a ;acit"ry. Tne ;oflowing are some action m_ms you should
take_
1'. Stop the release of wales. Depending on the siaiation, this may ore may not be
pcssi; ie. Suggassed responses to same possible problems are fisa belwo.
A.
E.
C.
EDP
Lagoon overflow-:Pcssitle solutions are:
a. .=tad soil to berm =o increase eleve—Lion QT cam.
fl . Pump wastes :o fi=ids at an cCC--fltable rate.
C. SLCp all fic''Vs :e :..c lagoon
�. CGIf C ^iir ^irtC L.Z, nz aczar.
Make sure 1-10 Z":iacz^ 'hater is e;ntarinc .=goon.
F,'flii Torn wasta a ojicction fleld-aCions inciude:
is„r�e^.IG�e'V s=C tNas'a application.
civersion to contain ',,VaSe
c. i, :ccrccra:e waste -c reduce rung,", .
C. _vaivate and ei;mirrate the r e sons) that cause the runoff.
e. Evaivate 1"1a=P.ptic,?torI rates for t,ne Tle!cs where runoT-, Cc:.:n-eo.
=aCc�n it Giil te 'haste pions and sprinkiers-ar ion include: -
a. S tco recycle PUMP;.
b. Stop irricat;on u:rp.
C. Crose valves tc eiiminaTe furz�ier discharge.
d. Repair all leaks prior to restarting. pumps.
Le kace Iror,I ruse; syste.rns, houses, solid se:orators-action inc!ude:
a.- Si00 recycle
b. Stop irrigation Yu zp.
C. !`fake sure slpiion occurs.
C. 10P all i10'Ns in ;:+a house,
jILsh systems, or solid separators.
E. L-=akace +rorn base or sidewafl of lagoon. OJ Seri this is seepage as opposed
-o =:owinC leaks-pCSSible action:
a. Dig a srnall surno or di-cch from the embankmerri to catch ail
see!:ace, put in a subbrnersibie pump, and 'pur nc back to lagoon.
b_ I< `♦Dies are caursec by burrowing. anirnals, trap or remove animals and fill
hcies and compact mLh a clay 'type soil.
c. rave a processional evaluate the condition of the side walls -and lagaon-
t-0 .p.,'' 2s soon as possjbfe.
?'

Z_
3.
S
5.
Q
Assess t+Ze extenr of the spill and note any obvious darnages.
a. Did the waste reach any surface waters?
b. AP Proximately how much was released and for what duration?
C. --%ny carnage notes, suc:+ as employee injury, fish kills, or grope:-y carnage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
Could a furure rain ever,c cause the spill to reach sur7ace wa—zers?
g. r-,re potable water wells in danger (either on or a-iff the propery)?
h. How rnucn reached surface waters?
Con«L, appropriate agencies.
a. Durinc normal business hours call your DWC1 regional office; P�`Ione--:- Air
hours, emergency number ci9-�33-3542. Your phone cal[ should ircitice: your
nar;ne, toothy number, tale^hone number, the derails of the incident;iom item Z
above, the exact locancn of he facility, the Ioca Lion or direr ion at nove.�rlern of
the s�iil, weather aRC wind cond'IrlOns. Tne correr-t;ve r77E$SLiF85 u+c't have been
udder tYxen, and the Seriousness Of the sltutIon.
b. If sciii leaves property ar enters surface waters, call local ELMS ph ana num, ber.
c.• lnstruc. AIMS to con -Lac. Iccal Helath Decartr; Ierf -L.
d. Cc -tact CSs, Prone rfl-'rr'ber - , local SWCD o � � ice phone number - -, and Icca!
for pnone nurno er - -.
if ,iCi•= c- _:+= above work--- czil 911 or the S rar„..S DepaT Lmenz and ax=lc:n you
precis:7- -c Life arc as< t;+e person to ConTact .fie roper agencies fLr yaL,.
Con:F-c; _:+e contractor of your c^oice io begirt repair or problem to imMi'mii= 0 -
site Va:m.aca
a. Ccr•. ac,crs Name:
b. Address
c. Ccr _,agars Phone:
0
4i a '-c'hnfczi scec:alfSt who cerI-fled t+"le Iaccon (NRCS, CORScfui+g
Encine_r,
a. Nam,a:
b. Phone:
7. Impiemen-, procedures as'advised by DWQ and zac. a.nical assistance -acanc:es 70
rec,—:7/ carnage, repair ti+e sysrem, and reassess t ,e waste rnana nenz clan to
keel pr,C ferns with raiease oT wcStes front happening again.
Z

INSECT CONTROL CHECKLIS7 FOR ANIM.�%L OFERA7ONS
Source Cause 6MP*s ,o Minimize Cacr sire Spec Prances
(l••iGuid 5ystemsl
Flush autlars Ac=anulathM of sands nusir sysrem is cesrgnac and onerated
su iaan4y to remove ac=lrrrWnTad
soiids from gs-:,ors aS Cosigned.
( ) Romove bridging of ac.:. muiatod saiids at
discharge
Lagoons and Pita Crusted Solids (L eUalirttain iagaans, tar=inC basins and
Pits where pas, brevaing is aoparant to
minimize tree crustinq of solids to a death
of no Mora than &-a inches over mare than
30% as surface_
Excessive Vageradve Decaying vegemdon ) intain Vegetative cantr of along banks ci
Growth lagoons and other iMCoundmants to prevent
ae__muiation or de=avirg vageradve matu.,
along water's eege on imaoundmanes permstm
(Dry Systzr--s)
�eaacrs - =eec Saiilage ( ) Design, :cerate anc rnmr.zatn faea systcrns i-.r�
!:UniCer3 anC ,. CL•y^n57 ._ rninirr'.ize —.,a
of �-acz"ny^ wasza CC.
I f Learn uC z=fflagar on a roud:te basis (a.;- 7-Fo:sy
interPai c_: ng su r nser . 5-3G day intar-rei dur-g r+in3r.
Feed Storage Accumulations or faaa re=.Uss () ABC, —,am r..cts.-;:ra acc_.-u,acon widlin and arcu-=
immediate rerimarcr 'des szoraga areas :v
insu^ng Crainete awav fr3rs site anc/ar prrviml ,,
adecuate c=ntainmerr, (c., ., covered bin far
brewer's grern ana sir^.riar nign moisture s-ain
produc= 1.
() lnsacc_ for and FOMOV19 o. =reek uo a¢rartu)atad
saiids in Mzer st,:as around food storage as needed.
,;nimai !-folding Areas: Ac-urrxd4tiorls of animal wastes ( ) Sirrrnare low area tnar .-no mois=re along fences
and toad wastage and ogler iocations where waste accumulatasand
and dizzur ante =y animals is minimal.
() Maintain fence rows and filter striae around affirm
hoiding areas to r,-inimize ac,smuiations of was
{.a_ insoec: for and rernove or break uo at--.mlatw
solids as needed).
t11C—November 11. 1996

Dry Manure Handling Aa UnTW4dans of aramal vaszas (} Romova spiItage ors a routine bases (e.r, 7-10 Iy
Systems inrervai durinc surrnner. 7S-30 days inrsevr dzrV
winner) where manure is loaded far tend appioxdpn
or disposai-
(} Pmvida for adaquera drainage around mamas =cjOiae-
( } fr=peo: for and remove ar break up 4cCtMumd v.asnes
in filter wipes around szackpies and mature iawcft
aysas as needed_
The issues checked E } perzain to this apesaaan. The Ian down erfimeCrztror agrees =Lmd ju meta in applying
insect cat in i measures as practical.
I cardiy the a crar iertaoned inset: wrt d EesrManagement: Prac-.icss have been reviewed what me -
(Landowner Signaire)
=Or rnara infarrrradon ar Can a Coaperat" zuer=an service. Depara-senr of Emamology. Box 76I3,.N43rth Carolinas= Univers:zY Rafaigh. NC
-7635-7613.
AMIC—November 11. 1996

Source
S'vVfNF FARM WAS -E: MANAGc-ME,4T ODOR CONTROL
OL CNc'�KLlST
Cause
541P's ,J Minimize Ccier
Farms=sad Swine aroaucaan V 9eta0ve or woocec buffers:
r eearrsmersQeC 3as= rnanagament
p dens:
Good iudCrnent and common sans*
Animal bodv su. hoces Oirly manure-covend aeirTas ( ) rjry ,'tsars
Floor surfacac Wet manure -covered $aarx dotted 9oors:
L G-wazerars located aver slotted ffoors:
1,),ra ers arn ax fvCh d of solid floors:
Scraae manure builduo from floorrr
(} Undefrfnar ventlation f.r drying
Manure collection pk= Urine recuant manure removal by flush.ait
rscharge.or scmin&
Pzrital mieoroiai decarrmosiion () Undar-taar ventilation
Vanti}ation axnaus faro; Volatiie gasas; ✓ aril:.aintanarca:
bus; (yElcian; air movernert
Indoor surfaces pus; L' .. sr.Cown between grotra5 of animals
( ) Feet additives:
(} F-eaer cover--;
O raec Ceiivery dowr:saau: �c;enders ,a
feed- Covers
=3usn tanks Agmation of racycied Isgoon () Fiiusn 'anit _avers
4 rjid wruFJes tames are ailing O :x;snd T[li lines 'o near 7.-om of
tanics wi" aria-siaricn Vents
push alleys Agmation curing wastrwater {) Unearriacr `:t:sh wi;Z ::r=arioar
canvayanance vent;lation
Fit recharge points f gitzaan of reafrrsee lagoon (} xzonc rac^arc lines ;a near aoram at
iic-•id while ;its are FULing pits wi-n end-Sip-ar. van-.;
L`ft stations Agration during suns tank .Unq () Sums ,anx cover --
and drawdown
Cutside Grain callec=on Acizzadon during wastswatar (} Box covers
or junction box&z eamreyence
=.rid at drainpipes air laCo,on AZ:�zatian during waatawatar () c :anC Cisc-atria coin; Cr pines
unaemeatrl tagoori iicrid lavei
_agoon surfaces Voiaale gas omissions '.oar laCoon liecid capad:y
S;olagical mixing rrec, lagoon start =•C -rocadw;s
ACrz"on E" 1 Mrnimur. t sur=ace araa-to-volume ratio
rnum agizatron wren =umainq
I I Mecnarnicar aeracon
[) Pr.ven bioloCicaf aCdEwas
mgsaort sarrnklet na�� nigz =rassure avtacon ' n aca on cry car w.ts {i ie ar no wind'1Yir1d drat; (umur-i recor'nmerwed coeranon gre9mre
( n^o in;erca near lagoon ficuid surface
{) Pumc tram sacond-stage lagoon
;,.Moc-Vovemoar 11. 1996
SrL' Spec P acacas

Storage tank or hasin Parval microbiai deeampozid" () Borcarn or rrhiWeva[ ioading
scrrfece NQ]dna whiie flying (} Tarsic covers
A¢tanon when emprying { } Sammin surface -rwta of solids
() Proven biologieai acdilives or atidarcrs
Sac -.ling jesin sur:aca Pare! nacaivai datamaas-ion( ) E%Tnrd crairuoipe oudars underneath fiQuid
Mixing while Wing level
Agitation when emor/ing (} Remove settlod s*LW:; rerettiady
Manure, slurry or sivage Agirecon when sprabing { } Soii injeccion of sic.rrry/budge=
spreader outle=s Volatile gas emissions (} Wash residual rmanure from spreader after use
( ) Proven bialo¢cai adGtives or oxidants
Uncovered manure, slurry Volatile gas ensiesions weiu drying [) Soil iniectron of szurrV/=udgea
or sludge an field scttiac= ;) Sad in-=moradon witfurr 48 hours
{ ) Spread in thin uniform layers for rapid drying
[ ) Proven biolopeai aadicives or mddama
Deed animais _ Carcass decomposition ( ) Proper dispositions of carrrsses
Dead animal cisoosal Cdresss decarnposition () Corrrpiete caverinc of carcasaes in burial piss
pits {) Proper locagon/carts^.rodon of disposal pits
Encineratnrs !nc=maiate Cor-cus^an �~ {) Seconaary rtactt _urgers
Standing watar areuna ir:-prover drainare rase anc fanascsoe su_^ mac water drains
facilities Mic-aaief decorrcosicon tic away `: on faciiities
organic ::'ration
'�Senure .acicacl anza ._diie ?Zion maintainea ac:ass :aces I Pamn acca--= roaC rrunntenance
roads from rants acC:_-ss
Additional ln-orrnzidor.:
Aveu"ara i-:7r �'
Swine Manure ManageTer _;CC Ruia/SMP ?acicat NCSL;- ' ssy -62Ganzion Cantor
Swine Produc-don Farris ?o:e.^ al Cdor Sources and Fiemecies. -�SA:- i-ac; Sheet. N=L-z-A-E
Swine ?raductianManure Management: 7--3 -.arge-iagaen Treatrner.:;. EBAE . C3-38 V=-U-&Ai.
Swine Proauc:ion ;:aciiiri N am-ra Managamerr.: Unaer'aor=usa-��Qoan Treaz-•canr. =.:c I C3b8 NCSL;-a E
Lagoon Oesire and Managamer ; tar Lvasiock Manure %aatment and Storage; =3Ac i CZ-c'? X=;-�
Caiibration of Manure and Wi estewater Aocficaaon z-:; Cn4err`- Z AC rac; Sheet N=U-3AC
Controlling Odors from S wine :uiidirtgc; Pl}i•35 N=6;-S.rine BCLOnSian
svironrrtentaf Assurane ?rorr-m VPpC 1Aenual NC?onc saducas Assoc
Cctions for Maneginq Cdor, s-=or,'ram the Swine Odor Task Force NCSU A;:i CamMunicaCorIS
Nuisance Concerns in Agwrcae A+famra Management: Cdars and Ties; PROZ07, 1995 Conference Proceedings narida G:ooerative ibaanzi;on
7-he Issues c-eaked ( ) pe din to this cperadcn. The landowner/irmag. � zor aggr 9esgo use sound j4'Cy,-nenz in applying
;dor cans;. cl measures as cractcal.
cerify the asoremer.tuned odor ccnzol 3e z Managmenr Fnac=uces 'have beers reviewed with me.
v~
(Larcowr,er Sigrmzure)
tcc-Novemoer 17, i995

MOR T AL(i Y MANAC-EMEN i METHODS
(check which method(s) are being implemented)
{ } Burial three feat beneath the surfaca of the ground within 24. hours
after knowledge of ,he death. The burial be ar leas: 300 festfrom
any flowing seam or public body of waxer.
{ Rendering at a rendering plant licensed under G. S. 10£I_11a8.7
} Complete incineration
} In the case of dead poult, only, placing ir, a disposal pit or" a saa and
design approved by :he Depart nenr of Agricultural
{ } Arty method which sn :`G professional opinion of the star¢
Veterinarian would possible the salvage a- part of a dead
animal's value unfit:sort endangering human or animal health. (Wr;aaan
a.,;c:ravaal of %he Stab V?terirsaria rnuzz, he ar.aa.hed)

a a.13
IRRIGATION SYSTEM DESIGN PARAMETERS
Landownprl0perator Name: t — C1
Apm
Address:
Tefplrf+axle: \O ri 5 S
TABLE I - Field Specifications 1
County: !�SaM___�SO f1
Date:
Field
Number'
Apprnxhrtale
MaxllnUol
Useable Sire
of Field)
'acres}
Sail Type
Slope
(v,l
^�
Crep(s)
Maximum
Maximum Applicallun
Application per Irrlpallon
Rate + Cycle'
(6r111) (innc�sl
Caunncnls
5,r)
_5ur. A—�•r—.col, . `
t�Rhm+
U +�� �_ 1
LA___ _
_ S _
GoA_
—
'T'alrle to he rnmpleled in its milirely by Field Office personnel and futwsrded to Hie iuigation system desitlner.
'See altached mall provided fly the Field Office fur field localioll(s).
'Tulin field aciea(frt mimis ietpfited buffer mcas,' '
'feeler to N. C. luigalion Guide, Field Office Tedmical Gulde, Section II G. Animal application must ilof exceed the m rollmllic riles fol )11e soil and clop II ed.
inirlilinn 1'ararnrlcrs
October 1995
USIMARCS
rdurl4 Carolina

0
RECE.�`l�
SAP 1 VE
7 1998
IRRIGATION
C� :,W perliitirIg
DESIGN
CERTIFICATION
FOR
RONALD WOOTEN
RECEIVE.Z)
AUG 16 1999
REG,r�VILLE
OFFICE"
December 16. 1997
I certify that this Plan has been prepared under my direct
supervision and meets the applicable regulations of
MRCS, DEM, and all other State -and Local Regulations
to the best of any knowle '.rand=belief:
�fl.'Qi aC2 4: 1,'o
s
_
.
M. Floyd Adams. P.E. = ; b ba te {ZL-
License No. 12273 • :F�. <<�.• C�

a a a a X
IRRIGATION SYSTEM DESIGN PARAMETERS Date: 15-Dec-97
Land Owner/Operator Name: Ronald Woolen County: Sampson
Address: 3772 Timothy Road_
Dunn, NC 28334
Telephone: [phone]
I
TABLE 1 - Field Specifications (1 )
Field
Number (2)
Approximate
Maximum
Usable Size
of Field (3)
(Acres)
Soil Type
Slope
11%)
Crop($)
Maximum
Application
Rate (4)
(in / hr)
Maximum
Application
per Irrigation
Cycle (4)
(inches)
Real Yeiid
(Tons)
Comments
Tract 2870
1
25.7
Ln
0-2
ComlWinler Annuals
0.4
2.4
1A
5.0
GoA
0-2
Summer AnnualsNV!nter Annuals
0.5
1.3
18
4.0
GoA
0-2
Fescue Pasture
0.5
1.3
(1) Table to be completed In ila entirely by Field Office personnel and forwarded to the Irrigation system designer.
(2) See attached map provided by the Field Office for field location(s).
(3) Total field acreage minus required buffer atone.
(4) Refer'lo N.C. irrigation Guido, Field Office Technical Guide, Section I R G. Annual application must not exceed the agronomic rates lot the sal and crop used.

Date: 15-Dec-97
TABLE 4 - Irrigation System Specifications
Traveling
Irrigation Gun
Flow Rate of Sprinkler pm)
260
Max. Operating Pressure at Pum si
165
Design Precipitation Rate inlhr
0.38
Length ft)
1250
_Hose � _ � _
Type of Speed Compenstion
Mechanical
Pump Type (PTO, Engine, Electric)
Engine
_Eump Power (hp) _ _
43
TABLE 5 - Thrust Block Specifications (1) .
Designer may provide thrust block details on separate sheet.
LOCATION
THRUST BLOCK AREA (sq. ft.)
2" line
3" line
4", line
6" line
90 Degree Bend
0.65
1.39
2.30,
4.92
Dead End
0.46
0.98
1.60
3.48
Tee
0.46
0.98
1.60
3.48
45 DeQree Bend
0.35
_
0.75
1.20
2.67
Ground Ent 2
0.86
1.81
2.90
6.40
(1) See USDA-NRCS Field Office Technical Guide, Section IV,. Practice Code, 430-13D.
(2) It Is recommended that Ground Entry blocking be approximately 25% to 33% more than
that required for 90 degree elbows.

15-Dec-97
IRRIGATION SYSTEM DESIGNER
Name: M. Floyd Adams
Coinpany: M. Flo r�Adams, P.E.
Address: P.0_, box 1098_Kenansville,NC 2834q
Phone: 910 - 296 - 1170 _
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigaition system which includes hydrant locations, travel lanes, pipeline routes, 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. Manufacturers 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. N.C. Field Office Technical Guide,
Section IV, Practice Code 430 - DD,
B. 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. Irrigatlon pipes should not be installed In lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 75 feet wide or wider must be maintained between the limits of the irrigation system and all perennial streams and surface
waters per DEHNR - DEM Code section 15A NCAC 2B.0200 - Waste Not Discharged to Surface Waters.

15-Dec-97
Narrative of Irrigation System Operation
According to the data furnished by the Owner(s) and the affiliated companies the following is an overall description of the system to
include procedures of operation such as start-up, shut -down, winterization, and regular maintenance of the equipment.
This operation contains 2 buildings with a capacity of 2448 animals.
The annual plant available nitrogen (PAN) produced by this operation will be 5630 pounds.
This system is designed to effectively wet 32.0 acres of land. As usual, more land will be receiving water but is not counted as
total "wetted acres".
This system contains 880 LF of 6 inch PVC (SDR 29) with 3 hydrants.
There are 6 separate zones from these hydrants.
Care should be taken when starting the pump unit to allow all lines to fill slowly so as to allow the air to escape from the lines.
After this process, the motor rpm's should be slowly increased to obtain the desired system pressure. Failure to allow the entrapped
air to escape before increasing the motor speed may cause damage to the system.
Shut down procedures should be the reverse of start-up. The operator should slowly decrease the motor speed to idle and then
shut it off.
All regular and seasonal maintenance should be performed according to manufacturer's recommendations.
Pumps and travelers should be drained prior to freezing temperatures.

PRECIE11AT-K
IRRIGATION COMPUTATIONS FOR:
Ronald Wooten
PR = Precipitation Rate
Q = Flow Rate (gpm) 260
d = Diameter of. Spray (ft 340
r = Radius 170
FORMULA: Y
PR = 96.3 x Q / (3.1416 x ( 0.9 x r ) ) x 360 / u
EXAMPLE
z
PR = 96.3 x 260 / (3.1416 x (0.9 x 170 ) ) x , 360 / u
PR = 0.34 x 360 / u
PR
n /-Arc (u)
0.38 320
SPEEDS:TUMEL
Design Depth = 0.50 inch
S = Traveler Speed
Q = Flow Rate (gpm) 260
d = Application Depth (in 0.5
w = Lane Spacing (ft.) 240
1.605 Constant
FORMULA_:
S= 1.605x Q 1( d x w) x 360/u
EXAMPLE
S = 1.605 x
S = 3.48
Speed AO-04
3.91 320
260 1( 0.5 x 240 ) x 360 l u
x 360 1 u
15-Dec-97

' 15-Dec-97
TOTAL DYNAMIC HEAD
(CALCULATIONS)
Main
Traveler
FI
= Friction Loss
Q
= Gallons per Minute
260
260
D
= Pipe Size
6.00
3.00
L
= Length of Line
880
1250
c
= Pipe Coefficient
150
150
FORMULA: t.= t.asz 4.&M
FI = [0.2083 x (100 / c) x (Q / D ) x (L/100)] x 0.433
EXAMPLES for Eriction Loss: a� 4-MW
FI = [0.2083 x (100/ .150) x ( 260 / 6 ) x ( 880 1100)] x 0.433
Fl = 1.82 Main Line
4.$658
Fi = [0.2083 x (100/ 150)t.852 x ( 260t-.&52 / 3 ) x ( 1250 / 100)] x 0.433
FI = 75.34 Traveler Hose
80 Incl 5 psi other losses
I.4tal Dynamic Head for. the Complete System:
Traveler Oper. Press = 80 psi (from Chart)
Traveler Hose Loss = 80 psi
Main Line Loss = 2 psi
Elevation warn Field = 5 ft.
Suction Lift = 8 ft.
Fitting Coss = 3 ft.
Total Dynamic Head = 168.75 psi
Head at Pump = 165.28 psi
2.31 Ft of water per
Lb. of Press.

1 S-Dec-97
BRAKE HORSEPOWER
(CALCULATIONS)
BHP = Brake Horse Power (hp)
Q = Flow (gpm) 260
TDH = Total Dynamic Head (ft) 389.8
EFF = Efficiency of Pump 60%
FORMULA:
BHP = Q x. TDH / ( 3960 .x EFF )
EXAMPl�F
BHP = 260 x 389.8 / ( 3960 x 60% )
BHP = 42.7 HP

15-Dec-97
VELOCITY:
(CALCULATIONS)
Main ray I r
V = Velocity (ft/sec) •
Q = Flow Rate (gprn) 260 260
D = Diarn. of Pipe (in) 6.00 3.00
I�
FORMULA:
2
V= Q x 0.408 1 D
EXAMPLES
' 2
Main V = 260 x 0.408 / 6
V = 2.95 ft / sec
For a 6 " Line, V = 2.95 ft I sec

CONCRETE -THRUST BLOCKS:
(calculations)
Assumptions: I) Thrust blocking design pressure is assumed to be I50 psi-
2) Soil bearing capacity is assumed to be 1500 pounds per square foot.
3) Refer to the attached Thrust Blocking sheet for multiplier.
For 6" PVC Pipe
90 deg elbow 49.2 x 150 — 7380/1500 = 4.92 sq ft
45 deg elbow 26.7 x 150 = 4005/1500 = 2.67 sq ft
Tee/Dead end 34.8 x 150 = 5220/1500 = 3.48 sq ft
Ground Entry 63.98x 150 = 9594/1500 = 6.40 sq ft
For 4" PVC Pipe
90 deg elbow
23 x 150 =
3450/1500 w
2.3 sq ft
45 deg elbow
12.4 x 150 =
1860/1500 =
1:2 sq ft
Tee/Dead end
I6.2 x 150 =:
2430/1500
1.6 sq ft
Ground Entry
28.8 x 150 —
4320/1500 =
2.9 sq ft
For 3" PVC Pipe
90 deg elbow
13.9 x 150 —
2085/1500 =
1.39 sq ft
45 deg elbow
7.51 x 150 —
1126.50/1500 . =
.75 sq ft
Tee/Dead end
9.80 x 150 =
1470/1500 —
.98 sq ft
Ground Entry
18.07x 150 =
2710:50/1500 •=
1.81 sq ft .
For 2" PVC Pipe
90 deg elbow
6.45 -x 150 =
968/1500
= ..65 sq ft
45 deg elbow
3.50 x I-50 =
525/1500 =
.35 sq ft
Tee/Dead end
4.56 x 150 =
684/1500 --
.46 sq ft
Ground Entry
8.58 x 150 =
1287/1500 =
.86 sq ft

THR USTBLOCKS3
Thrust blocking prevents main line from moving when the pressure load is applied. In ef-
fect, the thrust block transfers the load from the pipe to a wider'load bearing surface. Thrust -N
t)locks are required where fittings are used to change the direction (i.e., at ail ties, elbows, wyes,
.:aps, valves, hydrants and reducers) of the pipeline. The thrust backing must be formed against
a solid trench wall and these fitting areas must be excavated by hand because mechanical
equipment will damage the bearing surface of the trench wall.
The size and type of thrust block depends on pipe size, line pressure, type of fitting, degree.
of bend and type of soil. In most cases, the size and type of thrust block will be determined by
the engineer. Thrust block size may be calculated by the procedures shown:
STEP 1_ Mulliply the pipe pressure by the appropriate value shown in the following table to get pounds
thrust per psi working pressure.
Pipe Lime
Dead End
or Tee
900
Elbow
45"
Elbow
22% °
Elbow.
1 1/2 "
2.94
4.16
- 2.25
1.15
2 "
4.56
6.45
3.50
US'
. 2 =/7 "
6.65
9.40
5.10
260
3
9.50
13.9
7.51
3.82
3112
12.8.
18.1
9.81
4.99
4
16.2
23.0 •
12.4
6.31
5
24.7
35.0
18.9
9.63
6
34.8
49.2-•
26.7
13.6
8
59.0
83.5
45.2
23.0
10
91.5
130.0
70.0
35.8 ' -
12
129.0
182.0 1
98.5 -
50.3
2. Determine the bearing strength of the soil from the table below:
I Soils and Safe Bearing Loads I Lbs. Sq. Ft.1
Sound Shale 10,000
Cemented Gravel and Sand
difficult to pick 4,000
Coarse and fine compact Sand 3,000
Medium Clay Can be spaded 2,000
Soft Clay 1,000
Muck 0
3. Divide the total thrust obtained in Step 1 by the bearing strength of the soil; this gives
the square feet of area needed:
certain Teed and Installation
Code 40-22-16H
i i r75
2.15

�. I
A
F i -C- cample of different arraige-nents for thrust blocks.

System Calibration
information presented in manufacturer's charts are based on. average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system 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 mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
Three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction
of pull. Set out collection containers 25 feet apart along the transect on both
sides of the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
`Reprinted for Certification Training for Operations of Anima! Waste Management Systems Manual

06/02/97 biO:Y 15:19 FAX 919 527 *9a59 HSI-hIs1qS-1'Ui1 Opt
MANUFACTURER'S CERTIFICATION
CASKET --- JOINT
PR200, PR160, PRI 25 and PRI 00 PVC PIPE,
nis is to certify t 8a t the products herein referred to and manufact used by NORTH AMERICAN PIPE CORPORATION
meet or exceed the requirements of lfio pertinent standards and re4u)wLng aSencses as indkated;
MATERIALS — PVC materials used in PR200, PR160. PIa1 25, and PR100 pipe, manufactured by
NORTH AMERICAN PIPE CORPORATIOK comply with ASTM Standard 0-1784 and are apprvred by hationaf
Sanitation Foundation for pctabie water use. Pipe is made from a virgin PVC compound with ace() classification of
12454-13; the established hydrostatic -design -basis: (HOB) rating is 4,000 psi of 73.411F. (2:TCj The Standard
Thermoplastic Pipe Maierfal Designation Code !s PVC 1120_
PIPE —Physical dimensions and tolerances of PR200. PA160, PRY 25 and PR100 tee, manufactured by
NORTH AMERICAN PIPE CORPORATION, are within the requirernents of AS -TM Standard D-2241, Product
Standard PS-22-TO and the National Sanitation Foundation Standard 14. Boned -end PR200, PR180, PRI25, and
PR 100 pipe made fergasket Joints by NORTH AMERICAN PIPE CORPORATION, meets the above specifications
including ASTM D-3138. White is the standard color with blue optional.
GASKET'S AND LU BRI CANTS Gaskets and Lubricants are Compatible with the plastic
material in NORTH AMERICAN PIPE CORPORATtON pipe and In combination with Them will not adversely affect
the potab=e qualities of the water. Each gasket is factory installed In bell -end pipe. Gaskets and putts meetAIl
requirements far performance as specified in ASTM D-3139 and F-477_ All NORTH AMERICAN PIPE CORPCRA-
TION gaskets are factory installed and have a steel reinforcing ring, {Locked -in(
FITTINGS—Gasketedfi ings, supplied byNORTH AMERICAN PIPE CORPORATION, meettherequire,
meets of ASTM Standards, D-3133. Said fittings are approved try the National Sanitaton Foundation for potable
crater and have nroridng pressures of 200 PSI at73.4'F unless atherMse noted
'MARKING — FR200, PR1 M PR125, and PR100 pipe, are marked as prescrted In ASTM Standard
D-2241 i_a nominal pipe sixes, type of piratic pipe material, pipe dimension ratio, Pressure rating, ASTM specification
designation number, manufacturees name and code, and the National Sanitation Foitaxia6w seat for potable water.
I N PLANT TESTI NG — Per ASTM D-2241:
1. Pipe 3hWIbehamogermcusthroughout and free from vWbiecracks, hakes. foreign indusions,and other defect&
2. Wall Thickness, Outside Diameter, and Ovelity - Onoe per hour. Mett'+od: ASTM 0-2122.
3_- QUICK BURST - Every eight hours Method ASTM ©-159S
4_ FLATTENING - Every eigM houm Method: ASTM 0-2241 B.S.
5. IMPACT- Every eight hours. Method: -ASTM D-2444.
B_ EXTRUSION QUALITY - Every eight hours. Method: ASTM D-2152
T. SUSTAINED PRESSURE - Twice per year. Method: ASTM D-159&
0
Prigs 6

un�v�•u• Mwo y,_z4 ra.& Zfty UZI U04ty
iPS CLASSES -- PVC GASKET PIPE
,gSTM D-2241
_ - (Quantity figured on 20 ft. length's)
1 no 1An rcria A-t% �'� I
O+aibe
YlIsIgM
Plecas Bnealea -
Tn
size
DiaelletaQr
Wil!
Pw Fast
Bundla T bddaac
Pipets FOesa
2W'
! 2.875
.070
1 .402
198 12
2232
"A40
3"
1SD11
125 12
1.5m
30.OW
d"
4.5i7d
.109
1 _[100
76 I 12
912
18 2aD
8"
8.425
25 122029
382
7.840
.161
4775
14 14
6"
MOW
270
3.681
24 4L-24 ;
242
4,g40
18 24)18
fl!
26 4020
i5 2 15
10"
10.750
m
'i7,a
12 72 !
144
2.980
17-750
.310
8.134
9 B�8 j 96
1,960
4 2C 4 r
6 8�6 1
3 2�3
P9 126 SOR 3Z51
Oeatside
WQ*14 P1$aas
Hur�draa
TnmkWac
529 E]Fearedtr
wad per FOQt d t1..t'` 8
T tt=M=W
1 Pi90BS
21.1 Z375
t3P3 i '346 259
12
° T08
62 160
ZW, I Z 375
.098
.$06 im
12
Z2ffi
44,640 I
3" i a-SOO
1Q8
.7v 125
1$
1.6w
304M
4" 45L1q
_138
1 246 76
19
912
12,240
S" 6.625
.28
12024
M
7,840
.ffi3
Z720 14
4014
e•' (LG-2—C
I .2w
4514 24
4024
} Z42
4AW
18
2018
j
20
440M
r5
2015
:C" I 1G.750
.35t7
7225 Al2
12
fat
2.Bri0
12" j 12-750
?82
10.182
n`c
x.980
i
a
2�
s
see
0
203
dd 7pA /CTtL? ?R\
Ouraide
weighe
Pia
BW Affin
T111cWmd
Size
oianlesty
wan
PW POM
bundle
InwWo®d
Pleas
T K
1.9t3fl
ar3
274
203
24
4•Si2
97,4aa
2"
2-375
.091
.428
2"
12
3jM2
2878
.110
.627
186
12
2
44,b40
3"
3_S=
.135
S38
125
12
1,5Do
3C.OW
4"
4-SW
_173
1.i49
75
T2
412
fe 2ad
6"
1L525
255
3Z71
28
72028
392
14
4(014
B"
8_625
.332
5731
24
4C24
242
4,640
18
2018
20
1erm
j
I
t5
2015
To" f
t 4.750
.413
9.94Q
1 z
12
144
2 390
12"
12 7=d
<9C
12.627
B
8*8
96
1,?6tT
6
ams
IIL-�
g
2 3
p896 4 77W a0c" to st90 s fo Crass 316 w0apt *V Wes 177riCCkm=" aria '' -w--- ' "
I

US3: y;: :ftU ,Z!'ba,L* . 11S1—Q1:%J141',
LARGE DIAMETER IRQN-PIPE STANDARDG:D. PVC PIPE
• NAPCO is expanding Its Ilne of IPS OLD. PVC pipes • Backed by NAPCO experien * in large diameter
to 14, 1 V. & 16". - PVC supply lines. force Mahm. irrigation systems
• NAPCO PVC Pressure Pipes with pressure rating of • The deep bells of thri NAPCp pipe joint with l3dked-
200 PSl (SDR 21j,160 M (SDR 2% 125 PSI (SDR in gets provide unmatched pedmmanc&, proven
32.5) and 100 PSI (SDR 411, in years of targe d'mmetsr pipe services
• N.S.F. listed corrrpaund and pipe for potable water
applicationa. IPS CLASSES PVC GASKET PIPE
ASTM D-2 241
(Quantity figured on 24 ft. lengths)'
I: P. S. G.D. PVC PI -PE
SDR 21
Size
Oxide
Diameter
Walt
Weight
Per Foot
Feet Per
8undie
Feet Per
Trurklasd
14"
14.000
-667
18,770
16.1
16.000
.762
I 24.836
120', 80', 60', & 40'
1,200'
1$"
18.000
-857
31.424
120'. a0', 80'. &40-1
1,000'
SDR 26
Size
outside
Diameter
Wall
Weight
Per Feat
Feet Per
Bundle
Feet Per
Trucfdcad
14"
14.000
,$38
18-315
120,
1,440'
16"
- 16.000
.615
20:248
120, 801, 60'. & 40'
1,000,
18"
18.000
-893
1 25.631
120-, 80', 60', & 40'
1,0w,
SDR 32.5
Size
Outside
Diameter
Wall
weight
Per Fcot
Feet Per
Bundle
Peet Per
Tfuck asd
14"
14.000
.431
12.344
120'
1,440'
16"
16.000
.482
18.3 45
120'. 80', 6V. & 40'
1.Ow
18"
18.000
-554
20,692
120', SO', 60', & 40'
1,000'
SDR 41
Size
Outside
Diameter Wall
Weig fit
Per Fact
Feast Per
Bundle
Feet Per
d
14"
14.000 .341
9.857
120'
16"
16.000 .390
13.03a
120'. 80', 60', & 40'
1
Mw
1 r3"
7 $ OOQ 439
16_510
120'. 80', 60', & 40'
Page a

e-,■+" �
_
labia <
a"is1rn n - o C.T(SN.S
iamond Agricultural PVC Pipe should be assembled and
i Of4 Io/L Dr! —TlOti a.r .
cL..f me „•*'•-L
a.AZZ"ICA71Q1
cd .with uniform and continuous suppon from a firm
baste lit 3ccordancc with il�c installation procedure: provided-
ASTM D2321 . and ific Installation Guidc for PVC Water
apt (a "pock;c[-sized' edition is available from your
w
cL „ �..•- ...�• ...--. -. r r ..._
or from Diamond Plastics Corporation.)
rcprescniativc
Cr
bcdmcni motcriols arc to be in accordance with soil
�� `--
listed under Unified Soil Classification
�..-..-•..ti. _ ._�.,� '"` "---�-. ti
Ossifications
System. ASTM D2487 and ASTM D2438.
1• •-�.�.-°•.�...r--,. �1.,,--»1--, ,,. ��,�
•L,.,
assemble, clean mating surfaces of the bell, spigot. and
gasket. APPLY gasket lubricant (furnished by Diamond
Ir cr r"r.....,..-.,-.....c...�
sties Corporation) 'to the entire spigot end up to the
IIj
rence mirk. Also, apply lubricant to the contact surface
SC n...,...a..r.�..;_.......:.»S..
the gasket_
h the pipe in siraig-ht alignment. plash the spigot.inio
bell up to the insertion lane. If a pry bar 1s used to
4 I,+rs.-*M•14-----r-�.r--r ..........ic.e
PP! force, the � [ c should be rutccicd.b placing a board
Y P P P Y p g �
kr
I�...r �.�. _ �.r._ ,........ � �..........: <,,,_,
vecn the bar and the pipe.
..w ..,.�
- Cf( I.rfr.r t..r. 1...+ri--•...
• -
�. r..... w. Z......
normal.forcc does not complete the joint, disss6mble the
_
c,,•_ .�
^ and cx=i.nc the parts to ma.ke'ccnian they arc free of
�
coons. Visuzily inspect the completed joint to insure
asket has riot been dislodged_
r: Pk--k- -�-•�- -1-- �-
- sw...,....r...•.�.Isrsaotsrr..,..,.crc^.t........�._.,r:.t�wsrfiu:•_I
ck-! .•.e .d es... u : _ C1— Id
PPRO XIMATE GLIDE FOR EST[MATLD FANCE Elf DECREE
COMPAL-T[Cl� vERSLS CUSS AND-ME—,IMO
OF PLA(:E-ME`T AS PERCE•,`"r OF STAMOARD PROLTOR
bL�:s1 t• OR RELlT71'£ DENSrry-
FOR CRANULAR MAELS IS PARE.tiTHES[5•• '
T$I.I
(IF E-tBEDMEN-T I r - 'I It I tit I ry
rFILLL OFSCitu ncL4
.rr...a� --�«
tr..A4ueA xle7�ed
t` P + oNpw
r rae.mer
4�i ►• w[taMc
I K-d 1.
l u,le
Cn..[ar fir .a Gra u..ar . G- F.e G.w
Nwn+.,. Sall - cv- • Sd1. S-4.
Tic haunching area is most imzortant to the. support, of
PVC pipe_ For good support- the hnunching :.rca should be
compacted to the densities given in the Long Term
Deflection C:Ram
Figure 2.
LI:
4if I ,p
I
.
/ -
•
E 1 r+4,
--
� • ••••
ytu.aa
1}-11]7
f3-/U7
fl-IRI 'dam
� a
(7S-I(ih
� Itlaf�
1
+4vs
+o-•i
� fafl 1S•.p
- r,__,���,�
f
164771
IMmI
�
1 1 —.
1 ,.N
I.L4.11
ttlfl
r4f5
•
1�•df.11
-
- % �.�
F
15
rM1
'l
efl••O [411
�
a0.s0
r0.W
.. ..
4v � • „Y.a .....�.! .4.' ar f._ _1 .rf C[ I'.n _ � ...... . v a...0..f. r....

Safe Filling Rates .For Mainline Pipe
j It is very important -when filling an
empty or near empty mainline not to
exceed velocities of 0.5 to 1.0 feet
per second- Filling a mainline
faster than I.0 fps may not allow the
air in the pipe 'to be properly
evacuated_ Therefore the following chart
indicates the approximate
maximum f . I l rate (GPM) for most PVC,
AC and ductile iron pipe lines.
Nominal
Maximum
Diameter-
Fi I I Rate -
Inches
(g pm )
2j
l5
- 3
-2.4
4
40
5
80 ..
10
: 2-50
• - - Iz
- .- Aso -. -
I4
475
1.6
- 620
.18 -
•78G -
20-
980
24
14.00
Pump Stations should be selected that will allow the' fill rate to be
adjusted accordingly. The fill rate. can
be increased at a. 'rate of
one (1) gpm every. two or three seconds..
This amounts to an average
increase of 30 gpm every minute during a
refill operation.
It is necessary to use a "refill procedure"
anytime a mainline has
trained down by "IDS of its volume capacity.

t �:e a S�C�' . �.-- :. �•t^�-.'-�`_��-�-`;�:i'�;'--"��+*t�'�% C �..._ ,���.��:Y� L � r^N�
.. "t2-0t: •• . �-_--e:-t^ y�.�..r. �e". _ �=• r'-:.. - -. • .. -. •tG+-- �,'' . ""�Yn. _ :-dL,-•�• - _
map—
c
FIGURE 3: Coefflcierrt. of Flow .
Pipe C-Value
Old Steel 100
Aluminum -with couplers 120.
Cement Asbestos 14.0
Plastic 150
As you can see, this formula is quite complicated. Figure 4 is a chart showing pressure losses and
velocity for various pipe sizes at various gallonages (NOTE: Chart is for class 160 PVC vrilh a CG Value
of 150).
EXA M P LE.
Pipe = PVC (Class 160)
-Size. 1i]
GPM - 1000-GPM
-Lensth of Mainline = 1300'.
From tine chart, we find the PSI loss per 100' _ .21 x 1300' = 2_73 PSI over-,300'•of run'.. .
100.
Head 2-73 x 2-31 = 6.28' of head over 1300' of run
Velocity (\0 = 4.15 ftlsecond
We can use the chart along with the conversion factors fist on Fgure 4 t:o determine friction foss =
for. steel, 'aluminum -and asbestos cement.
EXAM PI
Pipe = Steel
Size = To
GPM = 1000 -
Length = 1300'
Friction loss in 1300' PVC- = 273 PSI- - 6-30' head
Factor for steel x2.12. x 2-12
Friction loss for 1300' of steel = 5.78 PSI or 13-36' heaLd
Velocity (V) = 4.157sec. (same as PVC In previous example)
�A Rain Bird slide rule makes this determination very rapidly without need for calculation.
fter obtaining the friction loss per 100 foot of pipe and multiplying this by the.feei of pipe dMd-
ed by 100,-the total pipeline friction loss is known and can be used in the total head determina-
Pon as well as compared economically for proper pipe size.
You may incur instances where either the chart In Figure 4 or the'RainBird slide rule cannot
used. It will then be necessary to calculate the friction foss and velocity. To do this, use the
nula iri Figure 5-

MAINLINE REQUIREMENTS
The connecting link between the pump and the irrigation system is the mainline. Mainline material
is normally steel, aluminum with couplers. cement asbestos or plastic. Sizes can range from S'.' to"48"
tus. The following information may be used as a guide. Please consult with manufacturer for specific
design and installation information.
Generally with center pivot. a water source at the pivot is most convenient. When Grater is unavail-
able at the pivot, a mainline pipe is often used to connect the pivot to the water supply. To avoid in-
terference with farm operations and drive unit crossing, the mainline is generally buried.
The proper size of mainline is a decision of economics. Whenever the yearly cost of awning a larger
pipe size is greater than the yearly pumping cost for pumping through the next-smaller.pipe size; then
one should use the smaller size pipe. A good rule of thumb would be not to exceed a velocity of water
in the pipe of five (5) feet per second. Water velocity in feet per second in a pipe can be determined
by the following "formula:
Mainline Water Velocity
- V (0.408) (GPM)
pz
Where V ='. velocity in feet per second, GPhIj
conduit in inches'.
= gallons per miriute, and D = inside. diameterof circular.
Pipe thickness �or.cfass should be selected -to handle the highest pressures likely to be.encountered: ecause-of the variable pressure operation of:the corner system; the mainline pipe -should be designed
to operate .at a pressure of 304a PSI greater than the selected pivot* pressure: The selection 'of flat:
r-9p curves will be hefpfuf in -reducing ifte pressure fluctuations .:with the corner system.
FRICTION. LOSS IN rPIPE
Water -flowing in a pipeline is always accompanied by a loss o_ f pressure due to friction. The
ree or amount of. loss depends on the smoothness of the inside of' the pipe walls, the
meter of the pipe, :the velocity, the.quantity of' -water flowing in the pipe.
Friction factors of pipe are determined by experiments. Every -type of material pipe is made
m (steel, PVC, etc.) has different friction loss characteristics.
The Hazen and Williams formula is the basis for many friction loss calculations. Friction
s (F) is in units of "feet per 100 foot of pipe_" Dividing by 2-31, friction loss is converted to
)1 per 100 foot of.pipe."
1.$5
.2083 �100 j Q 1.85
F_ C
04.8666
Where:
Cfriction factor for various`pipes (Figure 3)
Q = GPM of flow
D = pipe diameter in inches
F = feet of head per 100 foot of pipe
anon Short Course 1976
Mulliner
align Consultant
lirlgs. Nehr;3Sk:-
'Coefficient of Flow

Water -Hammer
S i z e
A V Q Q
Water Hammer
<o.Ft- Ft./scc. -Cz. P,PS1-I.00
-iscc,
2"
0.0262 5 0.131 59
350,
4"
0-0941 5 0.471 '211
350
6"
.0.2039 5 1.020 457
350
8"
0.3457 5 1,729 774
350
!0"
0.5372 5 2.696 1,203
350
12"
0.7556 5 3.778 I,693
350•
15"
1.1547 5 5.773- 2,586
350
where:
P - Pressure Rise (PSI) above static pressure
V - Velociry (fvJ cc.
L = Len-th of pipc.'ahcad..bf -[he valve causing
the hammer
(ft.)
T = Time required to close the valve - (sec-)
P = 0.070 - VLr
P = 0:070 5(1.000)1I
P = 350 psi above' static pressur;.
Water Hammer vs: Velocity
Size
A .a f� V ft/sec. O cfs - 0 enm Watcr FTarrfmcr
6"
0.2039 1 0,2039 91
70
2 0.4078 183
140
3 0.'6117 274
210
4 0.8156 365
280
5 1.0195 457
350
."
'
6 I.2234 54 8
420
7 I.4273 639
49.0
c
8 1.63 I 2 731
560
9 'r1.8351 822
630
�2:0390
10 913
700
•
I
1
e
i

4" FL. X 4 MCL ALUMINUM* ADPT
4" CERAMIC ' BUTTE-RFLY VALVE
4" SCH 90 PVC FLANGE
4" 200 CLASS PVC PIPC
-SCH 90, 4X4X-4 -.PVC TEEN (SXSXS)
Ax4,x4x
`V ANT -P
t

---------------
2`' AIR R.ELICF- VALVE
4' FL X 4' MCL ALUMINUM
4" CERAMIC BUTTERFLY VALv PT
4" SCI-I 80 PVC ' FLANGE E
SWCEP
200 CLASS pVC, PIPE
4x4 sch '80' PVC 90. d
,. eg elbow (SxS
-30-97 G. MANNING
�x7x. X.
sc U
EN -I] PVC RISER

TA
14
a
L
a

ABI Irrigation •'nr'�Utaciures and mwr (::S -de r;Irsge of
�; :::o ...•�r,.•,. ,p, ,CUIIL're at)d providr:`,.. larmr:r vfrrh an
^ac—up service team arir: : _'.lruk r;' dealers
1 ,ri,:,,;O insraflationservu;v:
f ' A81 Automatic Reel Machines nave ner.rme widely
f` ..•fit; :nil; L:,OL i rter r:rnerica and are One s1: :ne nard
LI iric.,!ors ;n !re market. having proves :-emselves to de
retraDte :'vita .;nmalched efficiency over ;-.e las; 15 years.
ACHINE FEATURES
Construction- ::,-,;Iv welded reel and rr:a:-s frame. rugged
:S:ruc:ron. hicn Quality engineering and calvamz_d car, stabilizer
s and supply fittings. ensures the machines :.:II vnthsland the
deSt working conditions for many years.
Low Maintenance. The simple drive unriS on all our hard-
e travelers offer neatly le%v marnienance. By using iris same stan-
d parts throughout e range we keep spares. or;ces, and service
xrements to a mintimu;:r'..
Automatic Speed Control. The autem::+c speed control
ems ensure an even rose pull -in speed, eivinc e uniform appfica-
of water throughot the irricalion cycle.
Drive
IVE SYSTEMS
Hydro Turbine Drive
Bellows Drive. 7''e patented water bello�, s drive offers a
e. no pressure toss 'nru drive system. using only 1,°o-2% of
ad water which is :hen applied to the crop. saving up to 25 psi
REEL MACHINES'
v:hen conlpareC? :: rt, Sn;ru' Itirt)in! C:iveS Tne Sirnple drive un,i
o"ers low mainlzn;,nr.(. -no c:ylrncers ;-� repair no ci,A,n, or sprrJr-R
e!s to wear, no gt2at 1;cixos or pulleys ;rG i-1a1niarn
• Turbine Drive. This simple- lumir72 drive syslem :aeth its pri%-jer
lul h'gh torque molo: enables speeds of uo to 300 tt Ihr ro be acnie .,f!
T^is makes it ideal ;or irrigation or light -.as;e wafer application
• Hydro Turbine Drive. A log•: Cressure loss :urdine Chives .1
hydraulic oif motor ;o give accurate irrigation with the minimal amount
of pressure loss-6 psi. whatever :he :;: ikin speed and whatever the
soil or crop conditions The compensation speed system is so accu•
rate we guarantee a maximum of 5% crfierence from the start to fin-
ish of the irrigation run
lrridoseur Computer
Turbine Drive
• Irridoseur Computer. State of the an computer operated
tun: ine gives programmabfe irrigation:.=ea:ures include delayea
start. delayec stop. up to five difference applications in one pull.
exact duration of Pull -in and 99% accuracy.
Engine Drive. The gas engine-driven-Sturrigator' is
designed for slurry or irrigation apoiications. It features a 5.5 hp
Honda engine. large capacity fuel tank and simple computer con•
trcifed speed regulation for accurate slur:v or water applications.
ac}1inE Hose.11,�. {ose ten th ;Max?Flow: cries ertpull rt
A 590il
2pt�80 'ems?
•s
'.
• M91
i•
050
Mal
VC180
-ems
r ,.
�• to
moo'
sr7
r
OA�B o
=' c'�:3:00." �—r
' k 713
D =
- +
•
y'
A-1 z• a
:ice
OAT984<
-8`
a3:00,4,rz
�YJ3d�7= -�3
Ste"
.•� `'=
• %
i•
�•-'�
ILL
DA77180x
�375�--�
:18�'µ
'=�=420�: �-
==i�.8 � �� �:
• ��
:�'_
t•
,• ;'! t�•'
Y:'
'fi
i2-mY
.-.475k
A ZEC.
01114
�'�
��
s• i• =
t.
:•f
=:z`
OA7iQ50:
'00 = '
050i•
:
s =`
ate:
`• ��
r'=
8'S»�':.!~
i�g
�1
5�
:S
��'
• t•
li
OAT.1510
:
r.I 5 .
'z`350
0'SO"sue =
-W
la•
=�?
'4`.�
.c
• i•
W_
Y•
OAT�25Q;
_4.40 .
250 :..:
t` `450±?-':
?'9fi t,': "lo;.r
•e
�.
t•,
•
5AT1250
4.10
'` 7 250
555
'4 _':
<� 10:5 *
• _
_ 0
• _
•'
t.. r-
•- ="`
�f-• :•
:fir
:�:
5AT1510"
4.10
''"151Q>-:
450"
71.4
•
•
:;
:= •`
•
•
•

BIG GU Nu FEETU LE JABLES U.S. UNITS
100 SERIES BIG GUNS - 24" TRAJECTORY"
Ina T TAPER SORE_ NOZZLES
'A,,AiIaDle only Min
100 R RING NOZZLES 100 DN DIFFUSER NOZZLES
PS' I
GPW :XA
I GPM IDIA
GPM IDIA
f GPM IDA
GPM IDtA NG
� GPM Ifl A
GPM IDG
GPM OIA I GPM DIA I GPM DIA
GPMD
DDIA
40 1
66 208
I 78 212
91 215
1 103 224
1 118 235
13.4 238
t52 242
45 154 1 5fi 168 1 91 162
lie 196
60 I
80
81 235
94 255
I 96 240.
It, 265
110 245
127 275 1
1 125 250 1
1a5 255 1
1,91 270
163 300
164 275
t89 305
183 260 11
21t 315
110 200 1
I I
143 2%
too (
IQ$ 270
1 280
lag 295 I
162 305 1
182 320
212 325
236 335
I !
— —
-- Ine orameter or :nrc ` 13 aye less ror Ine n- matecory angle. 7" 'ell 10r Id,%
15 SERIES BIG GUNS - 240 TRAJECTORY"
150 T TAPER BORE NOZZLES
P.S.f.
Nc_Ie
GPtd ni.:.
Nozzle
GPM DIA.
NCzzle
G?M DEA.
Nozzle
GPM MA.
Nozzle
GPM DIA.
Nozzle
GPM DIA
Noz_"le
I GPM DIA_
60 1
110
H9A.
I 1a3
255'
1 152
305'
1 330
35='
j' 385
380'
1 225 325' 1 275 345'
I
12'
25^'
165
310'
I 270
335' I
260
'
s5I
5
375'
0'e0
100 #
120 1
tag
157
3 0'
! 185
1 264
330' 1
350'
235
258
355' 1
375' 1
290
320
375' 1
395' I
355
3a5
400' 1
420' I
425
a85
420' 1
a<0' 1
Soo
545
aa0'
a60'
150 R RING NOZZLES
-i-..
Riney
-�rz iEjj Ring
Pin;
rF Aing
Ring
PS,t.
25
GPm
GPM 01A.
I P•
G=M DIA. I GPM �jIA.
:.25
GP -A 71A.
I 134'
GPM Dlx
f 1,41" 3
I GPM DL4
60 I 110 2�3' 1 143 250' 1
.82 300' 1 225 315'
1 275 335'
I 330 350'
1 385 X5'
12° 25C' 1 165 300' 1
210 320' 1 C' I
31_' 360'
1 380 380" 1
4a5 395'
s00 ! 143 3013" ! 185 320' 1
235 3a0' 1 290 360' 1
355 3e0' 1
425 a00' I
500 ai5'
120 I IV '-`_' 1 204 335' 1
256 360, 1 320 38C' 1
385 a00'
465 420' I
545 L35'
"The diameter at :nr•w is saoroximatety 3% less for the 21• traleaory angle,
200 SERIES BIG GUNS - 270
TRAJECTORY"
200 T TAPER BORE N077LF5
P.5.1.
Nozzle
GP1A ' -
Nozzle
(- G7 A1.1' DIA.
Nozzle
GPMt OW
NPL'lE
i GPM DIA.
NOZIIe
GPNI 1.a DfA.
Nozzle
G?u15 DIA_
Nozzle
I G?Mt.6• DIA.
Nozzle
I GP.M�"DIA.
NOZ..�Ie
I GPM9• DIA.
70
I 270 "'
310 380-
1 355 395'
I 4:5 410' I
48D
430'
1 555
45C'
1 630 465'
1 755 495'
1 890 5i5'
90 I
310 3S-
350 410'
I a05 425'
f L75 445' 1
545
465'
1 625
4tS
I 715 505' 1
855 535' 1
1005 S-S` '
110 1
340 4--
390 430' {
445 450'
525 470' I
505
495'
1 695
515' {
790 535' I
9-5 565' I
1110 590'
130 1
370 e23'
1 -25 445'
485 465' i
565 495' I
555
515'
1 755
540' 1
860 560' 1
1025 590' !
1210 620'
200 R RING NOZZLES
"Tne d-ameler of :n c s 246 less for the 24• ualec:o,v ancie. 546 less for me 21• traleclPry angle.
T n,1 FRIG ;xa nos bean ootained un Y, deg lost condI1`0n5 and may pe ac,ersely affeeeC 7v --nd Poor nydraul< entrance conC�tans o zcaer tacia,l
-N-son rrrrganon cat"awp -a• 1; 0 reoresenrahOn regarcing rroolel co10,111 a-11—Ty_ a aoaLcatpn we

4039D
Performance Rating
Rated Gross r •: ........... 80 bhp (60 kW) @ 2500 rpm
Peak Torque .. ..... 190 lb.-ti (258 N-n) @ 1400 rpm
Fuel Econony (SS =C) .. 0-367 Ib1hp hr. {223g/kW h) @ 2200 rpm
Continuous Ra-'-g
Gross Power .. . 71 bhp (53 kW) @ 2500 rpm
Peak Torque ............. 174 lb.-I�. (236 N-m) @ 1600 rpm
RATED SHP is power rating for variable speed and load applica-
tions where full cc tier is required intermittently.
CONTINU0(_S Bz is the power rating for applications operating
under a conand speed for long periods of time.
POWER OUTP'_T is .-Jchin - or - 5% at standard SAE 1349
conditions.
PHOTOGRA?, - MAY SNOW NON-STANDARD EQUIPMENT.
POWER
BYDEERE
Performance Curve
I IL I I i ! !
I I ! romve
f90 7S7
l 190 m.-K,
I ' I
180 744
! I f258 Nm1
I I 1 I
t70 230
I ( I
! ! I 168 ttrR
i60 717
1 I I
I I I , ! s77e N-m1
1so 2133
80 60
TO 57
I ! I I I l 71no
I Rai r3 on7 63 km
60 4S
E,
i I �n9 I l I f
O 30
s
I I ! I ! I
3o 77
xo 1s
I I I i i I I I
I
ws
3E 731
I I I I I I I
s+ xor
I
195
:P 17 1, 16 to 70 X 26
Eneine 50ec9—rpm-s in i 00'i

Features and Benefit -
Rugged one-piece cast -it '+++ block
• C nerous internal Webb+r" I+'' "•'des sturdy engine structure.
• Crankshaft v,ell�supportr-I,,y live main bearings.
Replaceable wet -type cyl+4" er liners
• Provide exc_,leniheat
dl•
• Centrifugallr. cast• preci s-t ki.hined for long life
Three-ring low -friction I0111 unS
• Cast of high grade aluminiv I I • i1joy with extensive internal ribbing.
+'I'a design increases fuel economy
High ring pis_on, low #rift" "
and improves cold weathr:, •" Ing.
Free -breathing cross-f lri0 cylinder head
• Provides unrestricted air [+ • Y io; better operating ef ficiency.
• integral intaL•: manifold +I'+'+"•1[e5gaSke[5.
• Low heat reJ�_rtion to cori+-•+'1
Contoured valves and v;l seats
• Design reduces intake "1 oxhaust restrictions for better
brea[hin.c. I .I,,[ cleaning of valve seat area for
• 1�afve rcratc. s ensure c'i•'
longer life anc cooler op, '­ 11
• Val:•e stems c.home plan•I :',, long life.
• .Rle`alacea ale •alve Seats -
Forged steel dynamical!/ +1,,lanced crankshaft
- Con5tructec of heat-tr,: 'I I°igh carbon steel for maximum
5trcngth.
• Journal surra-es inductrr ' "rfened for significantly increased
• 'ear liFc.
Forged steel connecting "'lS
• 45-o g •,, .,I, joint design allots use of larger
crankshaft connecting rri, •' "'rig forincreased durability -
Fuel system
Fe,_vrec rotary injeCtir, f'+'11 with mechanical governor and
electric fuel snL:t-off soler ,,"
• Cam, -driven imechanical f �- +rl+hly pump.
• Ev�� [ o fuel filters in "'++ injectors effectively prevent noz-
5- ype
ale plugging.
Optional auxiliary drive
• Rated at 50 no (35 kW) it - oil Lent.
• SAE A and 5 flanges aval =r�'
General 5 p ecif ications
Engine 1vioc=: ..........................
4039D
Number of C .Iinders . ..........................
4
Displace r; en' .............
3.9 L (239 cu. in.)
Sore and Str�,,ke 4.19 in.
x 4.33 in. (106.5 mm x 110 mm)
Aspiration ...
_ _ _ _ .. Naturally aspirated
Engine Type . . .............
In -line 4 stroke cycle
Compression Ratio .......................
17.8 to 1
Length ... . . ...................
33.2 in. (844 mm)
Width ... .....................
20.4 in. (519 mm)
Height ... .................
_ ... 32.2 in. (818 mm)
Weight (dr%,)
929lb. [422 kg)
DEERE POWER SYSTEMS GROUP
P.O. Box 5100
Waterloo. la. 50 704
Tel: [phone]
Fax: [phone]
JOHN DEERE SARAN
BP 13
45401 Fleury Les Auora+s — France
To: (3 3138 82 60 23
Fax [phone]
ti

MIA ovmkvj. WtAg IM "IT
O
• Ida
1 1
fit
tOTM YMAMIC FW IW Ffn
T
rn
m
Z
Z >
M

jMi-
FJ

i 89/L5;95 08:37 FrIHA*A_TUPRS
S: S•ENG-SJ! U. 5, CEPAR: MEHT Cv A4341CULTL'RF.
.Z0tL=0N$(RVATION SERVICE
SOIL_ INVESTIGATION TO CETERMINE 5ilt7ARILtry OF PROPOSED POND SITE
FA,flMER'S NAME. 1 R(�T 'rF CEN — DISTRICT 4.'�SOIr
DA-M __ n % 11 Lb� _ cOu_m C
5. C. 5. PHOTO SFiEc'"i NO. WORK Lr.Nrr MIN-r9N_—,
WATEA¢ii•J AALJ! tICASLAiMiNn
CROPLAND ACRES PASTURE AClLLF.5 at,,)
WOODL.A.'�tD_ACR$S 'TOTAL ACRES YrJNi) CL1S$ WORK LT1�iT CCNSER'r'ATIG&+ST
SKETCH OF PROP05PD POND SHOWING WHERE BORINGS WERE MADE IArproiL .:ilk :te. _—fecal;
LWals releeew[e odia1 in eenur iin! a/ dam and Idenlf4r ari sketch.
{
I
1
�[
1-
i
I
I
i
l
III
I.
VH
I
i
l
I
!
:C 4+4
1I
1 1 ! i
1 EI
16 '
_ !
! # i
1 1
j
ii l i I
I
i t
I I
I II
T__I
!
!
?
;
SHOW BORING NU.%(ZE2 AND PROFILE
yDiPl II NO, 1w4 141 de llt. and rei!lw v bee+npr lire- IA— **wd.4 e- and so +vw ril Melydt 1ewm1w vtt1 MPMz/ red Nwe.
tCo+ Armed ,n Der! vrArM nerfdad ./ SA*+ warn fa6u eirueKa Z o� dar+-t!h Lo,tnyr.
SCA-LE
1 T—Fl 3 d 4 1 S ti 5 7 si a 4 1 10 Ili '='! 13 14 ; :S 16 ;! =5 d l9 30. 3l
o-� s 1 1 i 1 I II11 I Af
- L- r-- ,
a _4
r
BOR2405 MADE BY tG0.5 -5+M s Q� S'CrNATLF� 3c T,.. ..S4T
RECEIj
AUG 1 6 1999
FAY`17EV► LE
REC. OFFICE

r 09/ 15,'98 08:34 Fh1NH*Fr TURAS
TYPES OF MATER1AG
E:NC.OUNTERED IN BORINGS
(lJge unr. of r:y�ir.r-uc 15r.1nw)
UNIFIED CLASSIFICATION
USDA CLASSIFIC:AT. ON
Cyr •WtI1 graded gravels; gravel, send mix
�
x - gavel
GP -Poorly graded gravels
j s - sarttt
am -Silty gravaln: gravel-e:rnd-silt !six
` .f::-vary fine sand
GC -Clayey £ravels; gravel -sand -cloy mix
I ,: -snndV loam
SW -Well graded seada; sand -gravel mix
fn: • fine sandy loam
SP-Poorly graded sands
1-loam
Su -Silty rind
{ gI itravelly Eaom
SC-Cloyey sands; sand -Clay mixtures
€ si - ailt
.HL-Silts;silty,v.finessnds:3endyorclsveysilt
ۥ ail -silt !oar
Ci1-Cley2 of low to medium plasticity
j ct-clay !oar
CH. inorganic clays of high plasticity
siCl-rilty clay lasm
MR . Elastic silts
sc; -sandy clay loam
OL-Organic silts and silty clays, low PinstiCily
[ic -silty clay
OR -Organic clay%. medium to hio plasticity
C. •clay
1. Suitable material for mrbaaQ_. it Rva;inhir
fin ` J Nn r!«+.a.r. "A". en ornj rA. rirnA �• —Y
fr•..'rI. Aldo
.
I Fsplain haxnrda requ:nna igre; sl atuzntinn ;u, rtra,U;-. f2,' jn . t7rrrLu.. 0.* .r`r
GFZMP_kL, ftZMARxs:
Strip topsoil and stockpile and u9e on lagoon dike and other areas
t sat: need seeding.
Z4 25 28
27 28 2-9
304 31
3.^ 11 33 1 U I
-I
36 .l- 13'I
f.19:j 40 1 41
42 i
L3
if t4
46
16
47 4A
49 r'
6(1
61
' I
I II
N
i
i II l
•
,i I
`j
I
��
f
I I
a I, 0,
OPitOw.l FCXiM 94 P-Gaj ?
FAX TRANSMITTAL ;e4,.aos.
L_�_ 4 I
i
i
I
i
I —TRANSMITTAL
"
i
i
li I !
ii
IT
- ' ft� F • Y, I ,-ra- � � P +� l li�
f � IM".
Fix c Fik r Q n q
NSN rs-�0�, .7r r-r�66 w9a_ 10 pENrPAL SEW CEs ADMVVWTRA-nCN

State 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
December 21, 1998
Ronald Wooten
Ronald Wooten Farm
3772 Timothy Road
Dunn NC 28334
6W1T'4!WAJ •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Application No. AWS820305
Additional Information Request
Ronald Wooten Farm
Animal Waste Operation
Sampson County
Dear Ronnie Wooten:
The Non -Discharge Permitting Unit has completed a preliminary engineering review of the subject application.
Additional information is required before we can continue our review. Please address the following by January
20, 1999:
1. Please submit lagoon capacity documentation (design, as -built calculations, etc.). Be sure to
include any site evaluations, wetland determinations, or hazard classifications that may be
applicable.
2. It was noted in an inspection done on September 3, 1998 that corn was planted on field IA. Your
Waste Utilization Plan (WUP) listed summer annuals to be grown on field IA. Please review
your WUP with your technical specialist. If you would like to change your cropping schedule or
provide for other options in the narrative of your WUP please have a technical specialist revise
your WUP accordingly.
Please note that all WUP revisions must be signed and dated by both the owner and the technical specialist.
Please reference the subject permit application number when providing the requested information. All
information should be signed, sealed, and submitted in duplicate to my attention at the address below. The
information requested by this letter, must be submitted on or before January 20, 1999 or the Division will return
your application as incomplete in accordance with 15A N.C.A.C. 2H .0200 and your facility will be considered to
be operating without a permit.
Please be advised that operation of the subject animal waste management system without a valid permit is a
violation of North Carolina General Statute 143-215.1 and will subject you to the enforcement authority of the
Environmental Management Commission.
If you have any questions regarding this request, please call me at [phone], extension 502.
Sue Homewood
Environmental Engineer
Non -Discharge Permitting Unit
cc: Fayetteville Regional Office, Water Quality
Permit File
P.O_ Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State 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
March 8, 1999
CERTIFIED MAIL
RETURN CEI RE UESTED
ona ooten
Ronald Wooten Farm
3772 Timothy Road
Dunn NC 28334
IT61'r?W'A
0 0
A&44kv2s�
AN
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND N,WURAL RESOURCES
Subject: Application No. AWS820305
Additional Information Request
Ronald Wooten Farm
Animal Waste Operation
Sampson County
Dear Ronnie Wooten:
The Non -Discharge Permitting Unit has completed a preliminary engineering review of the subject application. Additional
information is required before we can continue our review. A request for additional information was sent on December 21,
1998 and to date this information has not been received. Please address the following by April 8, 1999:
Please submit lagoon capacity documentation (design, as -built calculations, etc.). Be sure to include any
site evaluations, wetland determinations, or hazard classifications that may be applicable.
2. H was noted in an inspection done on September 3, 1998 that corn was planted on field IA. Your Waste
Utilization Plan (WUP) listed summer annuals to be grown on field I A. Please review your WUP with
your technical specialist. If you would like to change your cropping schedule or provide for other options
in the narrative of your WUP please have a technical specialist revise your WUP accordingly.
Please note that all WUP revisions must be signed and dated by loth the owner and the technical specialist. Please
reference the subject permit application number when providing the requested information. All information should be
signed, sealed, and submitted in duplicate to my attention at the address below. The information requested by this letter,
must be submitted on or before April 8, 1999 or the Division will return your application as incomplete in accordance with
15A N.C.A.C. 2H .0200 and your facility will be considered to be operating without a permit.
Please be advised that operation of the subject animal waste management system without a valid permit is a violation of
North Carolina General Statute 143-215.1 and will subject you to the enforcement authority of the Environmental
Management Commission.
If you have any questions regarding this request, please call me at [phone], extension 502.
Sincerely,
Sue Homewood
Environmental Engineer
Non -Discharge Permitting Unit
cc: Fayetteville Regional Office, Water Quality
Permit File
.O_ Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

R're^d t'
ANI�LASTE UTILIZATION PLAN
FAYETTEMLLE
REG. OFFICC
Producer: RONALD WOOTEN
Location: 3772 TIMOTHY ROAD
DUNN NC 28334
Telephone: [phone]
Type Operation:
Number of Animals:
(Design Capacity)
STORAGE STRUCTURE:
APPLICATION METHOD:
Existing Feeder to Finish Swine
2448.00 hogs
Anaerobic Waste Treatment Lagoon
Irrigation
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops
in the fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil
tests are strongly encouraged so that all plant nutrients can be
balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize -the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply
more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
available water holding capacities.
3. Normally waste shall be applied to land eroding at less than
5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but less than
10 tons per acre per year providing that adequate filter
strips are established.
4. Do not apply waste on saturated soils, when it is raining,
or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed
under DWQ regulations.
Page: 1

ti
s
ANIMAL WASTE UTILIZATION PLAN
5. Wind conditions should also be considered to avoid drift and
downwind odor problems.
6. To maximize the value of the nutrients for crop production
and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied not more than 30
days prior to planting a crop or forages breaking dormancy.
Injecting the waste or disking will conserve nutrients and
reduce odor problems.
This plan is based on the waste application method shown above. If
you choose to change methods in the future, you need to revise this
plan. Nutrient levels for different application methods are not the
same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage
requirements should be based on the waste analysis report from your
waste management facility. In some cases you may want to have plant
analysis made, which could allow additional waste to be applied.
Provisions shall be made for the area receiving waste to be flexible
so as to accommodate changing waste analysis content and crop type.
Lime must be applied to maintain pH in the optimum range for specific
crop production.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H .0217 adopted by the Environmental
Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
2448 hogs x 1.9 tons waste/hogs/year = 4651.2 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
2448 hogs x 2.3 lbs PAN/hogs/year = 5630.4 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.
1, h

ANIMAL WASTE UTILIZATION PLAN
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
*.LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
2873
1
Ln
C
115.0
143.75
0
25.7
3694.37
I
MAR-JUN
2873
1-1
2873
1A GoA
2873
-lA
2873
1B GoA
END
WA
I
I1
1100
10
C
125.0
156.25
0
I
WA
1
100
0
I
FP
3.2
I
11607
25.7
12570
SEP-APR
781.25
5
MAR-JUN
500
5
SEP-APR
4
1640
SEP-MAY
TOTAL18185.62
- 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 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.
Page: 3

ANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED 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 N
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
END
TOTAL10
-- Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
** 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.
The following legend explains the crop codes used in tables I and 2 above:
CROP CODE
CROP
UNITS
PER UNIT
C
CORN
BUSHELS
1.25
FP
TALL FESCUE -PASTURE
TONS
50
WA
WINTER ANNUALS (I.E. Small Grains, etc.)
AC
100
TOTALS FROM TABLES I AND 2
ACRES LBS AW N USED
TABLE I 34.7 1 8185.625
Page: 4

ANIMAL WASTE UTILIZATION PLAN
TABLE 2 1 0
TOTAL 134.7
*** BALANCE
n
8185.625
-2555.225
-------------------
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Parm

ANIMAL WASTE UTILIZATION PLAN
*** This number must be less than or equal to 0 in order to fully
utilize the animal waste N produced.
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.
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 905.76 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 4528.8
pounds of PAN to utilize. Assuming you apply this PAN to hybrid
bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you
will need 15.096 acres of land. If you apply the sludge to corn'at
the rate of 125 pounds of nitrogen per acre, you will need 36.2304 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.
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 1 and 2. Failure to apply the recommended rates and
P-irTn • r.

ANIMAL WASTE UTILIZATION PLAN
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
Application Rate
(in/hr)
Applic. Amount
(inches)
2873
1
Ln
C
.5
*1
2873
lA
GoA
C
.50
*1
2873
1B
GoA
FP
.50
*1
2873
1
WA
2873
-lA
WA
* This is the maximum application amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. In many situations, the application amount shown,cannot
be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
conditions.
Your facility is designed for 1.80.00 days of temporary storage and the
temporary storage must be removed on the average of once every 6.00
months. In no instance 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 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
r;ir7P' 7

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.
2. There must be documentation in the design folder that the
producer either owns or has an agreement for use of adequate
land on which to properly apply the waste. If the producer does
not own adequate land to properly dispose of 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)
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.
5. When animal waste is to be applied on acres subject to
flooding, it will be soil incorporated on conventionally tilled
cropland. When applied to conservation tilled crops or
grassland, the waste may be broadcast provided the application
does not occur during a season prone to flooding. (See "Weather
and Climate in North Carolina" for guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur offsite or to
surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order
to control odor or flies.
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. The potential for salt damage from animal
waste should also be considered.
Page: 8

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 the crop or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential
property boundary and 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).
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 a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by.a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges 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 vegetation will be
established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and
other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible.
Berms and structures should be inspected regularly for evidence
of erosion,' leakage or discharge.
Page: 9

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 preplant with no further applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will
be required to mark the maximum storage volume for waste
storage ponds.
22. Waste shall be tested within 60 days of utilization and soil
shall be tested at least annually at crop sites where waste
products are applied. Nitrogen shall be the rate - determining
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 and maintained. Soil and waste
analysis records shall be kept for five 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: 10

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:RONALD WOOTEN 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 there must be no
discharge of animal waste from this system to 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: RONALD WOOTEN
(Please print) yJ Signature : r /` 1-(1 Date: / / J 1 3-2 2
'
Name of Manager (If different from owner) :
Signature:
Name of Person Preparing Plan:
Affiliation:Sampson SWCD
Date:
(Please print)M. Dawn Williamson
Phone No.
Address (Agency): 84 County Complex Road
Clinton NC 28328
Signature: 7tt Date:
Page: 11

TEN
UNN, NC
ON:
ten, plans to construct a 2448 Topping operation on'a farm
ton Grove community. He plans to pump effluent on
rmuda grass.
SITE CONDPTIONS:
----------------
The site is located on Goldsboro sandy loam soils that are relative
flat. The site has no restrictions. The nearest dwelling is >2000
away. THE NEAREST STREAM IS APPRO. 200' SOUTH OF THE LAGOON -
TYPE AND SIZE TOPPING �-24448-MURPHY)
OF OPERATION �������
CLASS III
DESIGNED BY HERMAN R I GGS -AUG 1 6 1999
DATE' 1 ai 1 1 is9 EAYMEVfLLE
APPROVED BYREG. OFFICE
DATE ED f rx�s9
PERMANENT STORAGE
2448 135 Ibs per hog 1 Cu Ft per lb.
TEMPORARY STORAGE
330480 Ibs of animal x 1.35 cu. ft. of waste per day
per 1000 Ibs of animal wt. x 180 days
RAINFALL LESS EVAPORATION
7" X 65000 sq. ft. surface area per 12"per ft
RAINFALL — 25 YR. 1 DAY STORM
7" X 65000 sq. ft. of surface area per 12" per ft.
TOTAL STORAGE NEEDED
TOTAL STORAGE AVAILABLE
CAPACITY IN GALLONS
MANURE ANO_URINE PRODUCTION
2448 hogs x 2.1 tons per year
330480 Cu Ft
80307 Cu Ft
37917 Cu Ft
37917 Cu Ft
448703 Cu Ft
16619 Cu Yds
450140 Cu Ft,
16672 Cu '4�d"s
3367047
5140.6 T./yr.

ZONNIE WOOTEN
DEPTH [AREA OF TOP + AREA OF BOTTOM + 4 X AREA OF' MIDSECTION]
6.0 27
DEPTH [ L X W+ L X W+ 4 X L X L� ]
OLUME = -----
• 6 � 27
10 E 188 X 313 X 128 X 253 + 4 X 15i[, X 2833
VOLUME_------------------------------------------------
6.0 27
10.0 E 2700841
VOLUME =--------------------
6.0 27
450140.0 CU. FT. AVAILABLE
VOLUME =---------
27.0
VOLUME = 16671.9 CU.YDS.
65000.0 sq.fc.
448703.3 cu. ft. needed
3IDE SLOPES 3:1
INSIDE TOP OF LAGOON DIMENTIONS
4IDTH LENGTH
TOP OF DIKE ELEV. 56
30TTOM ELEV. 44
=RONT OF PAD ELEV. 56

�i, �111 111 i1111 11 1 II 11111 11 `r::
.� - 1111111 111111 1 milli
r �: � 1111111 11111111 11111111 1�111111 ��r '� ���� �_ *�°
;irr' f % 1111111 111111 1 1111111 1 rim
!K:11
'"° {., 11111111111111 IIIIIIIINIIIIII �, ' `:�,� ��r i
+"K"'fk'� s1111EIi����nnu �nn��illllllll i�� :�� i•=�'�3 }-
��_ 11111111111111111 �IIIIIIIIIIIIIIII it F.,i,_0.a ,-
:',a�r;_,; : ' �11111111111111111 �IIIIIIIIIIIIIIIII i I .:��1-:.��w
�°,:� - . ��1111111111111111 In1111111111I111 �i Y=4�_ �..
'�f��' ��11111111111111111 IIIIIIIIIIIIIIIII �I `j`ri =�
��", �11111111111111111 11111111111111111 ,�� ;::�:���:�=-=��.
r IIIIIIIIIIIIIIIII III1111I111111111 II r.r
h'% .�1� /1��111���.�111111111I11111111111111111111 I� � t •� ;..`r.-r�~..
i i, rVjf n
',-.� ��1'1�1!�!!�llllllrlllll�-ll�lr��illlllllll III s 1�:,''i4
y . �UPON 111111"m1111!11.1I1111.,1!111,11
t 111111,4d111111Ill 11milli ill Iialll ICI
MINIMUM 111l�11111111111111111
r :..:•' :. �111111111111111 111111111111111111 � !- ..r=.,.
'--� �111111111111111 : �IIIIIIIIIIIinll Li • i..�:_:..
`��,- �A11�11 1 1111111 r•11111111111111111 rr�.rr�u�r�r;
' ' ���� ��11lllll� 1 �"�111111 i! � � .J_.ti �Y='' •r
IIIIl1AI11111A1 111111
� !!1� � ■. 1 Irk 11IN 11111
. �����111111111111111111111111111111111�,i� f' 'F•`.=.,