780033_CORRESPONDENCE_20171231

NORTH CAROLINA
Department of Environmental Qual

Site Requires Immediate Attention: �a
Facility No. '
DIVISION OF ENVIRONMENTAL MANAGEMENT
ANIMAL FEEDLOT OPERATIONS SITE VISITATION RECORD
DATE: z -/ , 1995
Time: 9 : xe A,"
Farm Name/Owner _!.,d y F. s (_ )/ --/8 ) " =� _44f
Mailing Address: P_t ,ma x �c� r _ "VC 431/6
County: 2,-&' . - — — — - —
Integrator: Phone:
On Site Represents ve: 4d Phone:
Physical Address/Location:
Type of Operation: Swine Poultry Cattle
Design Capacity: ! nr u� _ Number of Animals on Site: /735--,v_-•>4«r 1i!�� -
DEM Certification Number: ACE DEM Certification Number: ACNEW
Latitude:— ° Longitude: ° "
Circle Yes or No
Does the Animal Waste Lagoon have sufficient freeboard of 1 Foot + 25 year 24 hour storm event
(approximately l Foot + 7 inches) or No A Freeboard:lFt. —Inches
Was any seepage observed from the la n(s)? Yes orWas any erosion ob ed? Yes or No
Is adequate land available for spray? es r No Is the cover crop adequate? �or No
Crop(s) being utilized:
Does the facility meet SCS minimum setback criteria? 200 Feet from Dwellin I e or No
100 Feet from Wells? or No
Is the animal waste stockpiled within 100 Feet of USGS Blue Line Stream? Yes or e Is animal waste land applied or spray irrigated within 25 Feet of a USGS Map Blue Line: Yes or ]a
Is animal waste discharged into water of e state by man-made ditch, flushing system, or other
similar man-made devices? Yes or W If Yes, Please Explain.
Does the facility maintain adequate waste management records (volumes of manure, land applied,
spray irrigated on specific acreage with cover crop)? 'e or No
Additional Comments:
Z�� 0
Inspector N Signature
cc: Facility Assessment Unit Use Attachments if Needed.

. ; A WEAL. WASTE MANAGEMENT PLAN CERTIFICATION FOR NEW OR EXPANDED FEEDLOTS
+Please' return the completed form to the Division of Environmental Management at
the address on the reverse side of this form.
Name of farm (Please print) : Sandy Evans / I - 18
Address RR. 1 Box 3AI6, _Fairmnnr Nc.. 7814n
Phone No. 910 628-6498
County :Robeson
Farm location: Latitude and Longitude: 34021 ' 30"/ 79°04'3E' (required) . Also
please attach a copy of a county road map with location identified.
Type of operation (swine, layer, dairy, etc.): Swine
Design capacity (number of animals): 5880
Average size of operation (12 months population avg.) : Sf3R
Average acreage needed for land application of waste (acres): 49 _
Technical Specialist Certification
As a technical specialist designated by the North Carolina Soil and Water
Conservation Commission pursuant to 15A NCAC 6F .0005, I certify that the new or
expanded animal waste management system as installed for the farm named above
has an animal waste management plan that meets the design, construction
operation and maintenance standards and specifications of the Division of
Environmental Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to 15A NCAC2H.0217 and
15A NCAC 6F .0001-.0005. The following elements and their corresponding minimum
criteria have been verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers); liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of land for waste utilization (or use of third party); access
or ownership of proper waste applciation equipment; schedule for timing of
applications; application rates; loading rates; and the control of the discharge
of pollutants from stormwater runoff events less severe than the 25-year, 24-hour
storm.
Name of Technical Specialist (Please Print): Ed Holland
Affiliation: Natural Resources Conservatinn SPrv; ra _
Address (Agency) : 44Q�rarnn Rd J TTmj e=t-on NC- Phone No. 910 739-547$
Signature:
Date:
Owner/Manager Agreement
I (we) understand the operation and maintence'procedures established in the
approved animal waste management plan for the farm named above and will implement
these procedures. 1 (we) know that any additional expansion to the existing
design capacity of, the waste treatment and storage system or construction of new
facilities will required a new certification to be submitted to the Division of
Environmental Management 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 either through a man-made conveyance or through
runoff from a storm event less severe that the 25-year, 24-hour storm. T h e
approved plan will be filed at the farm. and at the office of the local Soil and
Water Conservation District.
Name of Land er ( lease int) : Sandy Evans
Signature: Date:
Name of Manager, if different from owner (Please print):
Signature: Date:
Note: A change in land ownership requires notification or a new certification
(if the aproved plan is changed) to be submitted to the Division of
Environmental Management within 60 days of a title transfer.
DEM USE ONi,Y : ACNEWd

State of North Carolina
Department of Environment,
Health and Natural Resources
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
November 13, 1996
Sandy Evans
Sandy Evans 1-2
Rt I Box 306
Fairmont NC 28340
SUBJECT: Operator In Charge Designation
Facility: Sandy Evans 1-2
Facility ID#: 78-45
Robeson County
Dear Mr. Evans:
7rj4
®EHNF;Z
PEzC E I"VED
NOV 19 1996
FAME 1-1 E I,I-CE
RFC. ©FFi E
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study
Commission on Agricultural Waste, enacted by the 1996 North Carolina General Assembly,
requires a certified operator for each animal waste management system that serves 250 or more
swine by January 1, 1997. The owner of each animal waste management system must submit a
designation form to the Technical Assistance and Certification Group which designates an
Operator in Charge and is countersigned by the certified operator. The enclosed form must be
submitted by January 1, 1997 for all facilities in operation as of that date. Failure to designate a
certified operator for your animal waste management system is a violation of 15A NCAC 2H
.0224 and may result in the assessment of a civil penalty.
If you have questions concerning operator training or examinations for certification, please
contact your local North Carolina Cooperative Extension Service agent or our office.
Examinations have been offered on an on -going basis in many counties throughout the state for
the past several months and will continue to be offered through December 31, 1996.
Thank you for your cooperation. If you have any questions concerning this requirement please
call Beth Buffington or Barry Huneycutt of our staff at 91gn33-0026.
Sincerely,
A. Preston Howard, Jr., P.E., ' ctor
Division of Water Quality
Enclosure
cc: Fayetteville Regional Office
Water Quality Files
P.O. Box 27687, NW 4
Raleigh, North Carolina 27611-7687 �� An Equal Opportunity/Affirmative Action Employer
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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
RECEIVE ))
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Sandy Evans
Sandy Evans 1-18
1305 Marietta Rd.
Fairmont NC 28340
Dear Sandy Evans:
JUL 2 3 1998 •
FAYETTEVILLE — —
REG. OFFICE
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL Re5OURCES
June 26, 1998
Subject: Reissuance of Certificate of Coverage
No.AWS780033
Sandy Evans 1-18
Swine Waste Collection, Treatment, Storage and
Application System
Robeson County
The Division of Water Quality modified the Swine Waste Operation General Permit originally issued to
this facility on July 16, 1997, In accordance with the issuance of the revised General Permit, we are
forwarding this Certificate of Coverage (COC) to Sandy Evans, authorizing the operation of the subject
animal waste collection, treatment, storage and land application system in accordance with General
Permit AWG100000. This approval shall consist of the operation of this system including, but not
limited to, the management of animal waste from the Sandy Evans 1-18, located in Robeson County,
with an animal capacity of no greater than 13230 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, and shall hereby void
COC No AWS780033 dated July 16, 1997. The COC shall hereby incorporate by reference any specific
conditions of the previous COC issued to this facility. The purpose of this COC is to allow coverage
under the revised General Permit. Please review the revised General Permit (enclosed) and pay
particular attention to Condition 1I.10 regarding tree removal from lagoon embankments, Condition ill.I
regarding inspection frequency of the waste treatment, storage and collection system and Condition 111.6
regarding notification requirements for system failures, spills and emergencies. 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.
P.Q. Box 29535, Raleigh, North Carolina 2762E-0535 Telephone [phone] FAX [phone]
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Certificate of Coverage AWS780033
Sandy Evans 1-18
Page 2
ry
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.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Fayetteville Regional Office. The Regional Office Water
Quality Staff may be reached at [phone]. If you need additional information concerning this
COC or the General Permit, please contact Sue Homewood at [phone] ext. 502.
Sincerely,
for A. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Robeson County Health Department
Fayetteville Regional Office, Water Quality Section
Robeson County Soil and Water Conservation District
Permit File

State of North Carolina "4
Department of Environment, 'LF.W*WA
Health and Natural Resources
Fayetteville Regional Office A&6ja
W% 00"%wow
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Andrew McCall, Regional Manager
DIVISION OF ENVIRONMENTAL MANAGEMENT
April 7, 1995
Mr. Sandy Evans
Rt. 1, Box 306
Fairmont, N.C. 28340
SUBJECT: Compliance Inspection
Confined Animal Feed Lot Operation
(CAFO)
Robeson County
Dear Mr. Evans:
On April 5, 1995, an inspection of your animal operation was performed by
the Fayetteville Regional Office (FRO). Please find enclosed a copy of our
Compliance Inspection Report for your information. It is the opinion of this
office that this facility is in compliance with 15A NCAC 2H, Part .0217, .and
that Animal Waste Management is being properly performed.
Should you have any questions regarding this matter, feel free to contact
me at [phone].
Sincerely,
Hi Moody
Environmental Technician
MDM/tr
Enclosure
cc: Facility Compliance Group
Wachovia k ilcfng, Suite 714, Fayettevige, North Carolina 28301-5043 Telephone [phone] FAX [phone]
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NORTH CAROLML DEPARTMWT OF EMMOMOMr, HEALTH i NATURAL RESODRC RS
DIVISIOM OF ]lI. IQi�EMT
Fayetteville Regional Office
Animal Operation Compliance inspection Form
All questions answered negatively will be discussed in sufficient detail in
the Comments Section to enable the deemed Permittee to perform the appropriate
corrections:
SECTION I
Animal operation Tvoe:
Horses, cattle, swine, poultry, or sheep
SECTION II
1. Does the number and type of animal meet or exceed
the (.0217) criteria? ICattle (100 head),
horses (75), swine (250), sheep (1,000), and
poultry (30,000 birds with liquid waste
system)]
2. Does this facility meet criteria for
Animal Operation REGISTRATION?
3. Are animals confined fed or maintained
in this facility for a 12-month period?
4. Does this facility have a [�M AN�fAL
WASTE KANAG32CMT PLA11?
5.. Does this facility maintain waste management
records (volumes of manure, land applied,
spray irrigated on specific acreage with
specific cover crop)?
6. Does this facility meet the SCS minimum
setback criteria for neighboring houses,
wells, etc?
ee
.. L,s.
mom
No=
Mom

EggIIon III
Field Site Mana
1. Is animal waste stockpiled or lagoon
constriction within 100 ft. of a USGS
Map Blue Line Stream?
2. Is animal waste land applied or spray
irrigated within 25 ft. of a USGS Map
Blue Line Stream?
3. Does this facility have adequate acreage
on which to apply the waste?
4. Does the land application site have a
cover crop in accordance with the
CERrIFICATIM PLAN? Coastal Bermuda
5. Is -animal waste discharged into waters of
the state by man-made ditch, flushing system,
or other similar man-made devices?
b. Does the animal waste management at this
farm adhere to Hest Management Practices
(BMP) of the approved CRRTnrj1CM0W?
7. Does animal waste lagoon have sufficient
freeboard? How much? (Approximately 3.5 ft.)
B. Is the general condition of this CAM facility,
including management and operation,
satisfactory?
SIDG'rlaM IY
Comments
Section II, N 5:
OEM
oil
This facility has not had to apply any waste yet.
Facility will begin spraying in late April or early May.
Attached to this report is a waste utilization plan
work sheet.

Sandy Evans
Sandy Evans Farms L-18
1305 Marietxa Rd *. Fairmori� NC 28340. - * - 910-628-6498
RECEi :
VD. .
JUN. 0 7 1999
June 1, 1999 FAYETTEVILLE
REG. OFFICE .
Mr. John C. Hasty, Jr.., Environmental Specialist
NCDENR
225 Green Street -Suite 714. "
Fayetteville; NC 28301-5043 _
Dear Mr. Hasty: .
This . is to inform you that lagoon number two now has the raequired
...ninteen inches per' the, CAWMP. It was my understanding that you
would contact the. representative frorrm Prestige to set the lagoon marker
to rieflect.the low point in the dam to accurately record the freeboard
'level of. the lagoon. If this is not correct please let me know.
Thank you so very much for all your assistance.
Sincere)
Sandy Evans
Sandy Evans Farms 1-18

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Sandy Evans
Sandy Evans 1-18
1305 Marietta Road
Fairmont NC 28340
Dear Sandy Evans:
' fflk:�IWA
T41 •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 30, 1999 RECEIVED
5 2000
FAYETTEVILLE
REG. OFFICE
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 78-33
Robeson County
This letter is being sent to clarify the recordkeeping requirement for Plant Available Nitrogen (PAN)
application on fields that are part of your Certified Animal Waste Management Plan.
In order to show that the agronomic loading rates for the crops being grown are not being exceeded, you
must keep records of all sources of nitrogen that are being added to these sites. This would include nitrogen
from all types of animal waste as well as municipal and industrial sludges/residuals, and commercial fertilizers.
Beginning January 1, 2000, all nitrogen sources applied to land receiving animal waste are required to
be kept on the appropriate recordkeeping forms (i.e. IRR1, IRR2, DRYI, DRY2, DRY3, SLUR], SLUR2,
SLD 1, and SLD2) and maintained in the facility records for review. The Division of Water Quality (DWQ)
compliance inspectors and Division of Soil and Water operation reviewers will review all recordkeeping during
routine inspections. Facilities not documenting all sources of nitrogen application will be subject to an
appropriate enforcement action.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact Ms. Sonya Avant of the
DWQ staff at [phone] ext. 571.
S::L
//�;�
Kerr T. Stevens, Director
Division of Water Quality
cc: Fayetteville Regional Office
Robeson County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
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Waste Utilization Plan
Producer: Sandy Evans County: Robeson
Name of Farm: Sandy Evans 11-18
Location: 1305 Marietta Rd.
Fairmont NC 28340
Phone: [phone]
Type of Operation: Feed -Finish
Number of Animal: 5880
Storage Structure: Anaerobic Lagoon
Method of Application: Irrigation
Amount of waste produced per year: 11172 ton/year
Amount of plant available N (PAN) produced/year: 13524 lbs./year
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface water and/or groundwater. The plant nutrients in the animal waste
should be used to reduce the amount of commercial fertilizer required for the crops in the
fields where the waste is to be applied. -
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in the implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally
safe manner.
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall not be applied to land eroding at more than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are
established.
4. Do not apply waste on saturated soils , when it is raining, or when the surface is
frozen. Either of these conditions may in runoff to the surface waters which is not
allowed under DWO regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor problems.
6- To maximize the value of the nutrients for crops production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied not more than 30 days
prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will
conserve nutrients and reduce odor problems.
This plan is based on the waste application method shown above. If you choose to change methods
in the future, you need to revise this plan. Nutrient levels for different applications methods are
not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. In some cases you may want to have plant analysis made, which

Sandy Evans 11-18
Page 2
could allow additional waste to be applied. Provisions shall be made for the area receiving
waste to be flexible so as to accommodate changing waste analysis content and the crop type.
Lime must be applied to maintain pH in the optimum range for specific crop production. This
waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H A217 adopted by the Environmental Management Commission.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract No.
Field No.
Soil Type
Crop
Code
Yield/Ac
Lbs. N
unit
Acres
Lbs N
Used
Month to
Apply
Lbs. N
Per Ac.
3372
1
LaB
BC
3.8
50
3.0
570
APR-SEP
190
3372
2
LaB
BC
3.8
50
2.7
513
APR-SEP
190
3372
3
LaB
BC
3.8
50
1.5
285
APR-SEP
190
3372
4
WaB
BC
4.7
50
1.9
447
APR-SEP
235
3372
5
Jo
BC
4.2
50
4.1
861
APR-SEP
210
3372
6
WkB
BC
4.2
50
3.3
693
APR-SEP
210
3372
6A
Jo
BC
4.2
50
4.2
882
APR-SEP
210
3372
7
DpB
BC
5.1
50
5.8
1479
APR-SEP
255
3372
8
WaB
BC
4.7
50
5.5
1293
APR-SEP
235
3372
9
DpB
BC
5.1
50
5.3
1352
APR-SEP
255
3372
10
MaB
BC
5.1
50
5.5
1403
APR-SEP
255
3372
ALL
SG
1
50
42.8
2140
SEP-APR
50
ACRES WITH NOTARIZED AGREEMENT
4447
11
FaB
BH
6.0
50
2.4
720
APR-SEP
300
4447
12
D B
sC
5.1
50
2.7
689
APR-SEP
255
4447
13
D B
BC
5.1
50
3.3
842
APR-SEP
255
4447
14
FaB
BH
6.0
50
4.6
1380
APR-SEP
300
5341
12&13
SG
1
50
6.0
3001
5EP-APR
1 50
Total 55.8 15846 lbs.
BC = Coastal Bermuda (Controlled Grazed) Available Nitrogen 13524 lbs.
SG = Small Grain - Overseeded Surplus or deficit -2322 lbs.
BH = Coastal Bermuda - Hay
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.

Sandy Evans 11-18 Page 3
The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future,
regulations may require farmers in some parts of North Carolina to have a nutrient management plan that
addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields (i.e. small grain, etc. interseeded in bermudagrass), forage must be removed through
grazing, hay and /or silage. Where grazing, plants should be grazed when they reach a height of six to nine
inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain
etc. is to be removed for hay or silage, care should be exercised not to let small grain to reach materity,
especially late in the season ( i.e. April or May) Shading may result if small grain gets too high and this will
definitely interfere with the stand of bermudagrass_ This loss of stand will result in reduced yields and less
nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal
situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage
two to three times during the season, depending on the time small grain is planted in the fall.
The ideal time to interplant small grain, etc. is late September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a height of about two inches before drilling for best
results.
Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning
may occur in livestock. Sampling forage or hay for nitrate levels is recommended.
Acres shown in the tables are considered to be the usable acres excluding required buffers, filters strips along
ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to
equipment limitations. Actual total acres in the field listed may, and most likely will be, more than the acres
shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates.
The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients
or other elements. Your production facility will produce approximately 2117 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 10584 lbs. of PAN to utilize. Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 35
acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need 85
acres of land. Please be aware that these are only estmates of the PAN and the land needed_ Actual
requirements could vary by 25% depending on the sludge waste analysis, soil types, realistic yields, and
application methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that
runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water
droplet size, and organic solids. The application amount should not exceed the available water holding capacity

Sandy Evans 11-18
Page 4
of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of
the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and
irrigation designer to ensure that an irrigation system is installed to properly irrrigate the acres shown in tables.
Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan
invalid.
The following table is provided as a guide for establishing application rates and amounts.
Tract No.
Field No.
Soil Type
Crop
Code
Applic.
Rate in/hr
Applic.
Amount
3372
1
LaB
BC
0.75
1.0
3372
2
LaB
BC
0.75
1.0
3372
3
LaB
BC
0.75
1.0
3372
4
WaB
BC
0.60
1.0
3372
5
Jo
BC
0.45
1.0
3372
6
WkB
BC
0.75
1.0
3372
6A
Jo
BC
0.45
1.0
3372
7
D B
BC
0.40
1.0
3372
8
WaB
BC
0.60
1.0
3372
9
D B
BC
0.40
1.0
3372
10
MaB
BC
0.40
1.0
3372
ALL
SG
0.50
1.0
ACRES WITH NOTARIZED AGREEMENT
4447
11
FaB
BH
0.40
1.0
4447
12
D B
BC
0.40
1.0
4447
13
D B
BC
0.40
1.0
4447
14
FaB
BH
0.40
1.0
5341
12&13
SG
0.40
1.0

Sandy Evans 11-18
Page 5
This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the
crop is not over applied. In many situations the application amount shown cannot be applied because of the
nitrogen limitations_ The maximum application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the
average of once every 6 months. In no instances should the volume of the waste be stored in your structure
be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour
storm.
It is the responsibility of the producer and the waste applicator to ensure that the spreader equipment is operated
properly to apply the correct rates shown in the tables. Failure to apply the recommended rates and amounts of
nitrogen shown in the tables may make this plan invalid.
Cali your technical specialist after you have receive the waste analysis report for assistance in determining the
amount of waste per acre and the proper application rate prior to appling the waste.
NARRATIVE OF OPERATION

Page 6
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Sandy Evans 11-18
Owner/Manager Agreement Sandy Evans
I (we) understand and will follow and implement the specifications and the operation and maintenance proce-
dures established in the approved animal waste utilization plan for the farm named above. I (we) know that any
expansion to the existing design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the North Carolina Division of Water Quality
before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste
from this system to the surface waters of the state from a storm event less severe than the 25-year, 24 hour
storm.The approved plan will be filed on -site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facil
Signature:
Sandy Evans
Name of Manager (If different from owner)
Signature:
Name of Person Preparing Plan: G. Glenn Clifton
Affiliation: Prestage Farms, Inc. Phone: [phone]
Address: P.O. Box 438
Clinton, NC 28329
Signature: -� . .9 i..Y--.-
Date: B/EoloS
Date:
Date: $ to a

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DWG
Waste Utilization Plan
Producer: Sandy Evans County: Robeson
Name of Farm: Sandy Evans 1-10
Location: 1305 Marietta Rd.
Fairmont NC 28340
Phone: [phone]
Type of Operation: Feed -Finish
Number of Animal: 7350
Storage Structure'. Anaerobic Lagoon
Method of Application: Irrigation
Amount of waste produced per year: 13965 ton/year
Amount of plant available N (PAN) produced/year: 16905 lbs./year
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface water and/or groundwater. The plant nutrients in the animal waste
should be used to reduce the amount of commercial fertilizer required for the crops in the
fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in the implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally
safe manner.
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall not be applied to land eroding at more than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are
established.
4. Do not apply waste on saturated soils , when it is raining, or when the surface is
frozen. Either of these conditions may in runoff to the surface waters which is not
allowed under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor problems.
6. To maximize the value of the nutrients for crops production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied not more than 30 days
prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will
conserve nutrients and reduce odor problems.
This plan is based on the waste application method shown above. If you choose to change methods
in the future, you need to revise this plan. Nutrient levels for different applications methods are
not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. In some cases you may want to have plant analysis made, which
VJ
f�1 t
A ; !
t

Sandy Evans 1-10
Page 2
could allow additional waste to be applied. Provisions shall be made for the area receiving
waste to be flexible so as to accommodate changing waste analysis content and the crop type.
Lime must be applied to maintain pH in the optimum range for specific crop production. This
waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract No.
Field No.
Soil Type
Crop
Code
Yield/Ac
Lbs. N
unit
Acres
Lbs N
Used
Month to
Apply
Lbs. N
Per Ac.
4448
1
D A
BC
5.1
50
6.5
1658
APR-SEP
255
4448
2
D A
BC
5.1
50
5.1
1301
APR-SEP
255
4448
3
D A
BC
5A
50
5.3
1352
APR-SEP
255
4448
3A
Dn
BC
4.5
50
2.0
450
APR-SEP
225
4448
4
Co
BC
3.4
50
4.4
748
APR-SEP
170
4448
5
D A
BC
5.1
50
4.5
1148
APR-SEP
255
4448
6
KaA
Bc
5.4
50
1.4
378
APR-SEP
270
4448
7
D A
BC
5.1
50
3.9
995
APR-SEP
255
4448
8
KaA
BC
5.4
50
3.1
837
APR-SEP
270
4448
9
Dn
BC
4.5
50
3.3
743
APR-SEP
225
4448
10
WkB
BC
4.2
50
5.3
1113
APR-SEP
210
4448
ALL
SG
1
50
44.8
2240
SEP-APR
50
5341
11
DpA
BC
5.1
50
3.45
880
APR-SEP
255
5341
12
MaA
BC
5.1
50
2.76
704
APR-SEP
255
5341
13
Pa
BC
4.7
50
4.90
1152
APR-SEP
235
5341
14
Pa
BC
4.7
50
4.60
1081
APR-5EP
235
5341
15
Pa
BC
4.7
50
4.21
9891
APR-SEP 1
235
5341
ALL
SG
1 1
50
19.92
9961
5EP-APR 1
50
Total 64.72 18761 lbs.
BC = Coastal Bermuda (Controlled Grazed) Available Nitrogen 16905 lbs.
SG = Small Grain - Overseeded Surplus or deficit -1856 lbs.
Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply
the waste in a timely manner.

Sandy Evans 1-10 Pace 3
The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future,
regulations may require farmers in some parts of North Carolina to have a nutrient management plan that
addresses all nutrients. This plan only addresses nitrogen_
In interplanted fields (i.e. small grain, etc. interseeded in bermudagrass), forage must be removed through
grazing, hay and for silage. Where grazing, plants should be grazed when they reach a height of six to nine
inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain
etc. is to be removed for hay or silage, care should be exercised not to let small grain to reach materity,
especially late in the season ( i.e. April or May) Shading may result if small grain gets too high and this will
definitely interfere with the stand of bermudagrass. This loss of stand will result in reduced yields and less
nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal
situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage
two to three times during the season, depending on the time small grain is planted in the fall.
The ideal time to interplant small grain, etc. is late September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a height of about two inches before drilling for best
results.
Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning
may occur in livestock. Sampling forage or hay for nitrate levels is recommended.
Acres shown in the tables are considered to be the usable acres excluding required buffers, filters strips along
ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to
equipment limitations. Actual total acres in the field listed may, and most likely will be, more than the acres
shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates.
The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients
or other elements. Your production facility will produce approximately 2646 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 13230 lbs. of PAN to utilize_ Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 44
acres of land. If you apply the sludge to corn at the rate of 125 Ibs. of nitrogen per acre you will need 106
acres of land. Please be aware that these are only estmates of the PAN and the land needed. Actual
requirements could vary by 25% depending on the sludge waste analysis, soil types, realistic yields, and
application methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that
runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water
droplet size, and organic solids. The application amount should not exceed the available water holding capacity

Sandy Evans 1-10
Page 5
This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the
crop is not over applied. In many situations the application amount shown cannot be applied because of the
nitrogen limitations. The maximum application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the
average of once every 6 months. In no instances should the volume of the waste be stored in your structure
be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour
storm.
It is the responsibility of the producer and the waste applicator to ensure that the spreader equipment is operated
properly to apply the correct rates shown in the tables. Failure to apply the recommended rates and amounts of
nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you have receive the waste analysis report for assistance in determining the
amount of waste per acre and the proper application rate prior to appling the waste.
NARRATIVE OF OPERATION

Sandy Evans 1-10
Page 4
of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of
the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and
irrigation designer to ensure that an irrigation system is installed to properly irrrigate the acres shown in tables.
Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan
invalid.
The following table is provided as a guide for establishing application rates and amounts.
Tract No.
Field No.
Soil Type
Crop
Code
Applic.
Rate inlhr
Applic.
Amount
4448
1
D A
BC
0.40
1.0
4448
2
Q A
BC
0.40
1.0
4448
3
D A
BC
0.40
1.0
4448
3A
Dn
BC
0.50
1.0
4448
4
Co
BC
0.35
1.0
4448
5
D A
BC
0.40
1.0
4448
6
KaA
BC
0.50
1.0
4448
7
D A
BC
0.40
1.0
4448
8
KaA
BC
0.50
1.0
4448
9
Dn
BC
0.50
1.0
4448
10
Wk8
BC
0.75
1.0
4448
ALL
SG
0.50
1.0
5341
11
DpA
BC
0.40
1.0
5341
12
MaA
BC
0.40
1.0
5341
13
Pa
BC
0.75
1.0
5341
14
Pa
BC
0.75
1.0
5341
15
Pa
BC
0.75
1.0
5341
ALL
SG
0.5
1.0

Page 6
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Sandy Evans 1-10
Owner/Manager Agreement Sandy Evans
I (we) understand and will follow and implement the specifications and the operation and maintenance proce-
dures established in the approved animal waste utilization plan for the farm named above. I (we) know that any
expansion to the existing design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the North Carolina Division of Water Quality
before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste
from this system to the surface waters of the state from a storm event less severe than the 25-year, 24 hour
storm.The approved plan will be filed on -site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility
Signature:
Name of Manager (If dif#erent from owner)
Signature:
Name of Person Preparing Plan: G. Glenn Clifton
Affiliation: Prestage Farms, Inc.
Address: P.O. Box 438
Clinton, NC 28329
Phone: [phone]
Date: ftLlozo S
Date:
Signature: A. AL,-- Q�J � Date: Olga/as

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Fns Farm
Scale: 1 "=300'
0
6
7
l 1
0
9
p
i
Lagoon
Hog
ous s
0
Lagoon

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Evans Farm
Address: 1305 Marietta Rd.
Fairmont, NC 28340
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
Ni imhAr lnrracl
Snik Tvna C;Inna °/
Maximum
Application
Rate
C:rnnlsl (inlhr)
County: Robeson
Date: 7/25/2005
Maximum
Application
per Irrigation
Cycle
(inrhes) Comments
1
345
<5
Bermuda, Small Grain
0.5
.5-1
2
2.76
<5
Bermuda, Small Grain
0.5
.5-1
'change in arc required
3
4.9
<5
Bermuda, Small Grain
0.5
.5-1
4
4.6
<5
Bermuda, Small Grain
0.5
.5-1
5
4.21
<5
Bermuda, Small Grain
0.5
.5-1
*change in arc required

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 2625 and 3250 Cadman Travellers
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. (ft/min) (in/hr.) Width(ft.) Length(ft) (feet) (Inches) at Gun(psi) at reel(psi) Pattern Comments - Acres per pull
����■■������■mot

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irriclation Gun
Irrigation
Flow Rate of Sprinkler (g m)
182
Operating Pressure at Pump (psi)___
105.4
Design Precipitation Rate inlhr)
0.33
Hose Length (feet)
900,975
XXXXX)m—
T pe of Speed Compensation
Mechanical
XXXXXXXX
Pump T e (PTO, Engine, Electric)
Engine
Pump Power Requirement (h)
20.3
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft)
90 degree bend
4.94
Dead End
3.5
Tee
2.45
Gate Valve
3.5
45 degree bend
2.66
Page 1

Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Private
Address: 1635 W. Wards Bridge Rd. Warsaw, NC 28398
Phone: [phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer fleas whe applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 50' of wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This wetted acreage determination is for an existing spray field for this farm. Risers 4 and
5 were added to this farms wetted acreage in 2004. Producer owns two travellers, a 2625
Cadman, and a 3250 Cadman. Each of these reels have Nelson 150 guns. Producer should
use a 1.08" Ring nozzle, operated at 60psi gun pressure for all pulls. The 2625 traveller will lose
5 psi additional pressure due to the smaller I.D. of the supply hose, Each year, the system
should be calibrated to insure that +-15% of the 290' specified diameter is being achieved.
The 3250 traveller should be used for pulls 2 and 3.
Producer is familiar with the operation of the equipment specified. Any additional information
needed with regards to calibration, winterization, or other operational features should be requested
from either the irrigation dealer or the system designer.

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size:
1.08 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
182 gpm
Wetted Diameter:
290 feet *based on 2004 calibration.
Lane Spacings
Desired Spacing {%}:
70 %
Design Spacing(feet):
203 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
200 feet
Actual Spacing (%):
69 %
Application Rate
Application Rate =(96.3xFlowrate)1(3.1415x(.9xradius)squared)
Design App. Rate =
0.33 in/hr
300 degree arc =
0.39 in/hr
220 degree arc =
0.54 in/hr
180 degree arc =
0.66 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in_) =
0.5 inches
300 degree arc =
2.92 ft/min
220 degree arc =
3.51 ft/min
180 degree arc =
5.84 ft/min
Mainline Velocity
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.**
"For buried pipelines, velocity
should be below 5 feet per second
Pipe size:
6 inches
Velocity=
2.06 ft/sec.
Page 1

Sheet?
Maximum Mainline Friction Loss
Most distant hydrant: 1
Total distance: 1100 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss- 0.24 feet/100 feet
Max. Mainline Loss = 2.7 feet or 1.2 psi
Total Dvnamic Head
Sprinkler Pressure:
60 psi
Loss through traveller:
35 psi
Elevation head:
2 psi
Mainline loss:
1.2 psi
Suction head and lift:
2.2 psi
5% fitting loss:
5.0 psi
TOTAL(TDH) =
105.4 psi or
Horsepower Required
Horsepower = Flowrate x TDH(feet) / 3960 / Pump effeciency
Pump Description: Berkeley B3JQBM
Pump Efficiency: 55 %
Horsepower Required: 20.3 Hp
Thrust Blocking
Thrust Block Area = Thrust / Soil Bearing Strength
Thrust: 4200 feet
Soil Bearing Strength:
1200 feet
End Cap:
3.5 ft2
90 degree elbow:
4.9 ft2
Tee:
2.5 ft2
45 degree elbow:
2.7 ft2
Pipe Pressure Ratina Check
243.4 feet
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 105.4 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 2

Sheet?
N PS HA: 22
NPSHR: 7 *from pump curve
If NPSHA>NPSHR OK
Page 3

Acreage calculations
Pull No. Width
Length Start
Stop
Total Acres
1
245
391
0.69
0.56
3.45
2
185
448
0.37
0.49
2.76
3
200
825
0.62
0.49
4.90
4
200
825
0.44
0.37
4.60
5
205
758
0.45
0.19
4.21
19.91

C v -I.-
x.
'50.
Cadrn an...
POWER EOUIPMENT
bb
'SPECIFICATIONS
1 1.%,jDE
'CAR:) ' SIV.
PALL X L
-AXLE I
L El -r, 11 S
CT 405E
AV.-L AEL E
2250
i
2.25'
700'
2625
1 I 2,Ui" i
9W'
301DOS
. .
1 3,()4*
600'
STANDARD FEATURES
Hp-
U$+r
hm-.py dufy pks.
• 2u6t5li 5
JOE,^,Z3.
• V"t qluzwvty 2408 denlWy hcw.
Fhr) coem- smWzeis on 2255.
Iriven le'escwg-, sta304,-ers o,-, 2T�5
brnk4- to rrp,,Tm 1-4m feco�*
• Vecunicai speffa compafL�Boun,
t4ilazin SP, �0 iij:� rx,
S' k 25' wedw, roso on MC.
4' x 25' lefider no$e Q.-i 2625 and ,3C-X,-c,
LV
for gun,:-:m
EDfflvrl

TOP VIEW OF CADMAN MECHANICAL CAM DRIVE
SPEED COMPENSATION
}psi` i t a 7� 1
—..._-...�....—..T--..�TE �,d "'cjjs�•{yteY�=r� �
�.
�r�t� ulrL r. Ce ua f . Sr °rA
CUiAPfVibliOY ?GH
I DA
� dtiAlE
vicloup
l
rrISMMICr
Mm. URE i
rasa et;ia:.-
-' l_ InuET SET
_ ll4E 4f11Yk+�'CAa {
5KED
i A9JLl-, AENT
HOSE SPEED COMPENSATION
The Cadman MECRAUNICAL C/,NI DRIVE HOSE
SPEED COMPENSATION SYSTEM has simplified
the 1c k of very am.,ratety compensating the hose
retrieve soeed for trig increase in drum diamatcr
as ho:.c is renvound bat* tl' o dram,
Here's how it veorks. A sensor bar. ri-di,-xi acainst
the hose as it grinds onza the drum, 0.)crat05 a care
on the variable speed drive pulley by r:ay of a ca te.
As tho can rotates, the pulley pitch is adi'u,ted just
enough to accur ;My compa,rksate for changos in
hose speed over tine entire retrieve cy:ie. The resuis
is an even 2p_pucaiwn from bpg:nning to ond!
Impurtant: The Cadman angina drive sysmorn uses
'0' a S.I. because it is self-cor>•tained and wpxatrr
from,, t7r,3 iluid irrigated• whereas pistons. bellows,
cr turbines lose 5 to 20 P.S.I. This Icss has to to
overeorne by a pump running hardr=r. Thr-.sa otapr
systems usilaih, result in Easing leas main line ar a
srnatler gY,:n nozzle in order to keep the pump
pressure within operating maximums.
THE CADMAN 2250, 2625 AND 3000S ARE USED FOR MANY DIFFERENT
WATER APPLICATIONS AS WELL AS LIQUID MANURE AND MUNICIPAL WASTE.
ems" Hose., ..Hose •.
Model
InPut P.S.I
Gun ; Ftox Rafe °
Lane
`Spacing
Armes
per"Pali
T ne to'A
Time,
Longth : "
. at:Tr. yeller
P.S.I GPf1= :
fµ
8" 115
l `nett acre
per. Pull
y_._ ..
`t
3o
2Z3
4 fl
r
3 9 h _
I a 6 h r
t .. (.
2250 2.25' r 70f)
i 3p.
75 ; 130
r
225
t _ 4 0 -
a S hr
14 4 hr. _;
i
-"
!�o
8s F 1�0
=236
4.3
a 3 hr
i; 2 t+r' .I
156
75 152
236 a tr
4 3
130
1,55
2 Q
I ..' .- 5'5
2.9'f:t:
A 6 0 nr— 1
3
",2525 '900'. a
I 7. 130::;
75?4
5.5
2 6 hr.
14 n� i
2:620 _
150
85
194
i z4t3� .
r; 5.7
2.�1 hr.
t 3 7 hr. '
"E
1.50
7.51
.. 205 i�252
"
<. :5.7
2.2'hr.
I2 5 hr.- �I
13G
85
285
"
2
Y 9
:1 6 hr _
7 8 hr
t
j 304f)S i 3,04' 600'
13G
75
320
304` j
5 t)
I
t 4 hr.'7'
0 hr -''
tt
t
150
154
85
75
5
375
3,13
ti317
5.3
5.3
��
1.3.h,...
1.2 hr.
69hr."�
6 4 hr
i:1• 'L FvoiE. --3z . _tT.:e:" F-.i£ pck, •.rt!' . 7MIA; Etlu?.,mm S 50 V,3Xr X, eRJF!t P10 VA111 aa :F
1r:- w'J'; ?.Af=I. `-,..--r"'k=W. x .-'+a:Y� k `�»'� r'� a,•]i_��t': ;,�"t•� „k .. IF,:AM3�i1.'-lu^ffys s!1!:try b&-r ,d Lvari'Za{rr;a:'. Traysle' C•r JucE3 l{z;.g7 0-';re
:c._e. i;,, uI�CrLc��:1.� u� : mP'--SS:y2 ft�u A+.:.C�Ct453 •lrG tip 1V8iiII:;?II 11�7: O!an ..7.��:���
1L�1�

RUGGED FRAME
The laver frame is constructed of heavy wall
3 x 6 inch tubing. The upper frame is
constructed of mainly 3 x 5 inch tubing. The
use of steel tubing gives all Cadman Travellers
higher torsion strength than typical I-beam
constructions.
TURNTABLE
All Cadman Travellers are equipped with
ball -bearing turntables. With multiple locking
positions and a centrally located lack pin,
positioning of the Traveller is made simple
and easy.
HEAVY-DUTY DRUM
The one-piece drum core is made from 3116'
steel plate for continuous support. Cadman
oversizes its core diameter to prevent stress
on the hose, promoting longer life and easier
wrapping of the hose. With reinforcing ribs
and welded construction, the Cadman drum is,
by far, the strongest in the industry.
LONG-LASTING DRUM BEARINGS
The drum bearings are constructed of high
strength lubricated nylon. Virtually maintenance -
free, these bearings will provide years of
trouble -tree service. The real advantage,
however, is the ability to maintain oversized
plumbing on the inlet side of the drum, giving
you maximum elficiency. Competitors usually
bottleneck the inlet so they can keep the cost of
the ball bearing they use down.
HIGH QUALITY HOSE
Cadman Travellers use only the best quality
hose available. Our polyethylene hose is
manufactured to ASTNI and CSA standards for
rough field use and long life.
LARGE PLUMBING
Large 4' diameter plumbing is used on the reel
to reduce pressure loss. Each elbow uses
2 pounds per square inch. The Cadman
Traveller has far fewer elbows than used by
others. We have no bottlenecks of smaller
pipes and hoses. Our Traveller is not a
pipefitter's nightmare! It is designed to utilize
pressure to its fullest advantage in order to
operate the reel easily and maintain an energy-
elticient irrigation system.
POSITIVE TRACTION CHAIN DRIVE
All Cadman Travellers are driven by a
single No. 80 chain, running over the
large diameter of the drum on traction
pins. This gives Cadman the advantage
of maximum torque amplification vs. smaller
laser -cut sprockets used by others. By putting
less strain on the drive system, less power is
needed to rotate the drum, therefore giving
you maximum efficiency.
HEAVY-DUTY CRANK DOWN
STABILIZERS
As standard equipment, the Cadman 3000,
3250 and 3500 come with crank down
stabilizer legs. The easy -to -use telescopic jacks
are built to Cadman's specifications for rigid,
trouble -free operation. As an option, hydraulic
stabilizers can be installed.
ENGINE DRIVE
The Cadman engine drive system loses
"0" P.S.I. because it is self-contained and
separate from the fluid irrigated, whereas
pistons, bellows or turbines lose 5 to 20 PSI.
This loss has to be overcome by a pump
running harder. These other systems usually
result in using less mainline or a smaller gun
nozzle in order to keep the pump pressure
within operating maximums.
TRANSMISSION
A wide speed range is achieved in Cadman's
engine drive system by using a combination of
drive and driven variable speed pulleys and a
clutch reduction transmission. Simply turn the
knob to adjust the drive pulley to the desired
speed and engage the transmission lever.
There is no need to change gears to achieve a
specific speed. As well, an alternate PTO wind -
in is incorporated into the transmission. Very
clean and easy to operate!
AUTO STOP
When the gun cart reaches the reel, a simple
device activates two safety switches. If one
switch fails, the second takes over, ensuring
maximum safety for you and the machine.
HOSE BUILD-UP SAFETY
It the hose guide malfunctions 10i any
reason, a safety switch is activated
by the speed compensator to shut
off the engine. This prevents the hose
tram miswrapping and crushing itself.

BRAKE
A disc brake ensures that proper tension is
applied to the drum when unwinding the hose.
This prevents recoil when the tractor comes to
a stop at the end of the pull. When fully
applied, the Traveller can then be moved safely
from field to field without concern of recoil.
EASY -TO -READ SPEEDOMETER
All Cadman Travellers are equipped with an
easy -to -read speedometer, displaying the hose
retrieval rate.
ACCURATE HOSE INDEXING
Cadman's hose guide system keeps the
polyethylene hose in its place accurately and
efficiently. With its rugged design,
maintenance is kept to a minimum.
FEEDER HOSE
A standard 4' x 25' hose is supplied to connect
the Traveller to your mainline. As with
everything else, Cadman uses the best quality
high pressure hose and clamps.
GUN AND CART
An appropriate sized quality gun is standard.
Cadman offers a choice of three different carts
for the 3000, 3250 and 3500. For low crops or
manure application, a 28' clearance cart is
available. For medium height crops we have a
46" clearance cart and for high craps a 52'
clearance cart is available. These rugged carts
are made of steel tube construction. Based on
three wheels (no skids), the carts have variable
width adjustment to tit the plant rows. Riser
extensions are also available as an option for
orchard applications.
OPTIONAL FAST HITCH TOOL BAR
As an option, any single axle Cadman Traveller
can be fitted with a pintle hitch and supplied
with a fast hitch tool bar for your tractor,
Making your work easier, a pin on the toolbar
fits through the pintle hitch and lilts the tongue
of the Traveller. By simply operating the
tractor's 3-paint hitch control, the Traveller can
be moved tram field to field without ever
getting aft the tractor.
TOP VIEW OF CADMAN MECHANICAL
CAM DRIVESPEED COMPENSATION
HOSE SPEED COMPENSATION
The Cadman MECHANICAL CAM DRIVE HOSE
SPEED COMPENSATION SYSTEM has simplified
the task of very accurately compensating the hose
retrieve speed for the increase in drum diameter
as hose is rewound onto the drum.
Here's how it works. A sensor bar, riding against
the hose as it winds onto the drum, operates a cam
on the variable speed drive pulley by way of a cable.
As the cam rotates, the pulley pitch is adjusted just
enough to accurately compensate for changes in
hose speed over the entire retrieve cycle. The result
is an even application from beginning to end!

Model
Hose
Hose
"Input.I.
=atTrav�eSller,
_ Gun
Flow Rate,-
: Lane -
-: Acres
Time.tb. Apply..
Time- '-
I.D.
Length
. P5:1. ;
`' '_ GPM`; :,,
Spacing
per Pull,:
1 inch acre
per.Pull
130
; .65.
=. ' ;_200 : ;,:_::
263 -_
9.0
2.3-hr.
20r7-hr..'
300a
3.0"
1075'
130
75.
225 : ri
271:
`
9:3
, 2A hr:
18 6 hr.
WIDE BODY
150
85
245 _ : ;.
275 ..
9.5 .
1 8 hr:.
17.1. hr.
150
75.
265=
280'__
9"6
1.8.hr.,.
- 16.3:hr.
130
85
260
280.
8.8
1.7 hr.
15.0 hr.
3250
3.25"
975'
130
75'
290..
283'.
8.9 .
1.6 hr.
14.2 hr.
WIDE BODY
150
85
315, J,
294'
9.3
1.4 hr..
13.0 hr..
150
75
345
-300'
9.4
1.3 hr.
12.2 hr.
130-
85
;325' '.
300 .`
9 0
1 A hr..
.12.6 hr.
130
75.
=365
F
'310T ;
9.3.
1:2 hr.
11.2 hr.
350D
WIDE BODY
3.5"
925'
150
85
;' 400
„320
9.6
_. 1.1- hr.-
:10.5 hr:
150
75
-.�'430- -
� 330
9.9 .
.O:hr.
9.9 hr.
See your irrigation representative about Cadman's complete line of irrigation products.
Power Units Caprari Water Pumps Aluminum Pipe and Fittings PVC Pipe and Fittings Manure Pumps
Cadman Power Equipment Limited, whose policy is one of continuous improvement, Cadman Power Equipment's 50 years of leadership and
reserves the right to change specifications, design or prices without incurring obligation. experience in design and manufacturing stands behind every
Cadman Traveller produced.
man

PAN,EISON 100 SERIES BIG GUN° PERFORMANCE - U.S. UNITS
100 TAPER BORE NOZZLE 100T
100T - Specify size when ordering
0.50" 0.55" 0.60" 0.65" 0.70" 0.75" 0.80"
9309-050 9309-055 9309-060 9309-065 9309-070 9309-075 9309-080
Flow Path
0.85" 0.90" 1.0"
9309-085 9309-090 9309-100
PSI
GPM DIA Fr
GPM DIA Fr
GPM DIA FT
I GPM m^ Fr
GPM DIA Fr
GPM
au FT
GPM
DIA Fr
GPM
DIA Fr
GPM
DIA FT
GPM
DIA Fr
40
47
191
57
202
66
213
78
222
91
230
103
240
11B
250
134
256
152
262
-
-
50
50
205
64
215
74
225
87
235
100
245
115
256
130
265
150
273
165
280
204
300
60
55
215
69
227
81
240
96
250
110
260
126
270
143
280
164
288
162
295
224
316
70
60
225
75
236
88
250
103
263
120
275
136
283
155
295
177
302
197
310
243
338
SO
64
235
79
248
94
260
110
273
128
2135
146
295
165
305
189
314
210
325
258
354
90
68
245
63
258
100
270
117
283
135
295
155
306
175
315
201
326
223
335
274
362
100
72
255
87
268
106
280
123
293
143
305
163
316
185
325
212
336
235
345
289
372
110
76
265
92
278
111
290
129
303
150
315
171
324
195
335
222
344
247
355
304
380
100 TAPER RING NOZZLE 100TR COMPONENTS:
100TR = Body + Cap + 1 Taper Ring Body Toper Ring Cap
#9456-OOi #9257-ii #6745
Specify size when ordering
o
EID co (1) m --------
Flow Path
0.64" 0.68' 0.72" 0.76" 0.80" 0.84" 0.88" 0.92" 0.96'
9257-016 9257-017 9257-018 9257-019 9257-020 9257-021 9257-022 9257-023 9257-024
PSI
GPM
DTA, Fr
GPM
DIA FT
GPM
MA- FT
GPM
al.. Fr
GPM
DIA n
GPM
DIA Fr
GPM
DIA FT
GPM
DIA FT
GPM
DIA FT
40
67
212
76
219
86
225
98
233
110
242
125
250
136
254
151
259
166
275
50
75
224
85
231
97
240
110
250
123
258
139
266
152
271
169
279
185
288
60
83
239
94
246
106
254
120
264
135
273
153
281
167
286
186
294
203
303
70
89
249
101
259
114
268
130
277
146
286
165
295
180
300
200
309
219
320
80
95
259
108
269
122
278
139
266
156
297
176
306
193
313
214
324
235
336
90
101
268
115
278
130
289
147
299
166
308
187
317
204
324
227
334
249
345
100
107
278
121
288
137
298
155
308
175
318
197
327
216
334
240
344
262
355
110
112
288 1
127
298
143
308 1
163
317
163
326
207
336
226
342
251
353
275
364
100 RING NOZZLE 10OR
100R = Body + Cop + Set of 7 Rings
Specify size when ordering
Complete set of 7 rings only = #6847
0.71" 0.77"
6738-071 6738.077
COMPONENTS:
Body Ring
Cop
#9956-001 #6738-2??
#71172
(Lfof'
0 �a
:: Flo
0-81" 0.86" 0.89"
0.93" 0.96"
6738-081 6738-086
6738-089
6738-093 6738-096
PSt
GPM
DIA FT
GPM
DIA Fr
GPM
o'A, F.'
GPM
alA Fr
GPM
DlA Fr
GPM
DIA FT
GPM
olA rr
40
66
208
78
212
91
215
103
224
118
235
134
23B
152
242
50
74
220
88
225
100
230
115
240
129
250
150
255
167
260
60
81
235
96
240
110
245
125
260
141
270
164
275
183
280
70
BB
245
104
250
118
260
135
275
152
290
177
295
198
300
80
94
255
111
265
127
275 1
145
285
163
300
189
305
211
315
90
99
265
117
275
134
285
154
295
173
310
201
315
224
325
100
105
270
124
280
142
295
162
305
182
320
212
325
236
335
110
110
275
130
290
149
305
170
315
191
325
222
335 1
248
345
D;or.v— o.. ba�.d o" 74' �roj-- Big C,.' p.rf--- dl- ha b— obr,-J "-.d., id.d +ear cwd'":oru ad — b. od—W, cff.d.d b, Wird, poor igd—k wNrwc. cond-i— a od�.r io — HW— Irdpvnon
Co.po.a:m r,nk-- npc. 0,— r.gvrdrq d.opin t h;—, —lom.rr,
Nelson Irrigation {orporation 848 Airport Rd. Walla Walla, WA 99362 USA Tel: [phone] Fax: [phone] E-mail: nelson@nelsonim(om Web site; www.nelsonirrigotiDmorn

o,aro, 0r Op Ann"
UNISON 150 SERIES BIG GUN® PERFORMANCE - U.S. UNITS
150 TAPER BORE NOZZLE 150T
150T — Specify size when ordering
0 Flow
0.70" 0.80" 0.901' 1.0" 1.1" 1.2" 1.3" 1.4"
9317-070 9317-080 9317-090 9317-100 9317-110 9317-120 9317-130
PSI
GPM
DIA- FT.
GPM
DNA. FT.
GPM
DIA. FT.
GPM
DIA. FT
GPM
DIA_ FT
GPM
DIA, FT
GPM
DIA. FT.
j GPM
DIA. FT,
50
100
250
130
270
165
290
205
310
255
330
300
345
350
360
408
373
60
110
265
143
285
182
305
225
325
275
345
330
365
385
380
446
396
70
120
280 1
155
300
197
320
245
340
295
360
355
380
415
395
483
412
80
1 12B
290
165
310
210
335
260
355
315
375
380
395
445
410
516
427
90
135
300
175
320
223
345
275
365
335
390
405
410
475
425
547
442
100
143
310
185
330
235
355
290
375
355
400
425
420
500
440
577
458
110
150
320
195
340
247
365
305
385
370
410
445
430
525
450
605
471
120
157
330
204
350
258
375
320
395
385
420
465
440
545
460
632
481
150 TAPER RING
NOZ_ ZLE
150TR
COMPONENTS:
Body Toper Ring Cap
150TR = Body f Cap -1- 1 Toper Ring
#9773 99238-iid #6286
Specify size when ordering
EJD
T:AD Flow Path
0 CD
0.88"
0.96"
1.04" 1.12"
1.2" 1.28" 1.36"
923E-022
9238-024
9238-026 9238-028
9238-030 9238.032 9238-034
PSI
GPM
DIA. FT.
GPM
DIA. FT.
GPM
DIA. FT.
GPM
DIA. FT.
GPM
DIA. FT
GPM
DIA. FT
GPM
DIA. FT.
50
135
270
164
296
196
302
233
318
274
333
319
347
369
358
60
148
284
179
301
214
317
255
334
301
351
350
367
405
378
70
159
299
194
315
231
331
276
349
325
366
378
382
437
393
BO
170
310
207
330
247
346
295
364
347
381
404
397
467
409
90
181
320
220
340
262
357
313
377
368
396
429
411
495
424
100
191
329
231
350
277
366
330
386
388
405
452
423
522
436
110
200
339
243
359
290
376
346
397
407
416
474
433
548
446
120
209
349
253
369
303
386
361
407
425
426
495
443
572
457
150 RING NOZZLE 150R COMPONENTS:
Body Ri150R = Body 4-Cap f Set of 7 Rings #9773 #62B77---i;'i #62B
Specify size when ordering
E13
E4 0
CD
0.86" 0.97" 1.08" 1.18"
1.26" 1.34"
1.41"
6287-086 6287-097 6287-108 6287-11R
6287-126 6287-134
6287-141
Flow Path
1.47"
PSI
GPM
DIA. FT.{
GPM
DIA. Fr.
GPM
DIA. FT.I
GPM
DIA. FT.{
GPM
DIA. FT.{
GPM
DIA. FT.I
GPM
DIA. Fr I
GPM
DIA. FT.
50
100
245 `
130
265
165
285
205
300 1
255
320 1300
335 1350
350
385
353
60
110
260
143
280 f
182
300 1225
315 !
275
335 1330
350
385
365 ,'
423
368
70
j 120
270 1
155
290 1
197
310 i
245
330 1
295
350 j
355
365 ;
415
380
458
383
80
128
280
165
300 i
210
320 ;
260
340 !
315
360
380
380 ',
445
395 i
490
399
90
135
290
175
310
223
330 j
275
350 '
335
370
405
390 {
475
405 i
522
409
100
143
300 '
785
320 i
235
340
290
360
355
380
425
400 {
500
415
550
419
110
150
310
195
330
247
350 1305
370 {
370
390 1445
410 1525
425 !
577
429
120
! 157
315
204
335
258
360 {
320
380
385
400
465
420
545
435
603
439
0 omn..s — 6c..d — 24' I. jl ., Aig Gun• a.r}om.d.c. d.. 6m 6..n oi.a i ands;d•d — con&r m and may b• ode ,.olr K ct d M ..ind. Pocr fyd. A. •nhonc• card, x o fo tw. 4nipMn+
Co -;-n Ir-k.. .g.,& p dr.p6l c-d,i-, . f-,ri-y, u opgi-
Nelson Irrigation (orporation 84BAirport Rd. Wollo Walla, WA 99362 USA Tel: [phone] For:509.525.7907 E-mail: [e-mail] Website: www,nelsoniriigalion.com

meral Installation
,ecommendations:
FOR GASKET PIPE
Installation
Excavation, Laying, Testing, and Back -
filling instructions are usually provided
by the Engineer M charge of the project.
Reference may also be made to Ameri-
can Society for Testing and Materials
Standard, ASTM D-2774 "Recommended
Practice for Underground Installation of
Thermoplastic Pressure Piping."
Excavation
1. The trench bottom shall be stable,
continuous, relatively smooth, and free
of rocks or other objects detrimental to
the pipe. It shall provide continuous
support for the pipe, and bell holes shall
be provided for the bell and spigot joints,
valves, and other system components
that might act as a fulcrum. When made
through a rock cut, at least 4" of com-
pacted satisfactory bedding material
shall be provided.
2. The trench depth shall place the pipe-
line at least 6" below the lowest recorded
frost depth, and shall place the pipeline
depth at feast d j" below grade.
3. The trench width at the top of the pipe
shall be as narrow as practical to allow
adequate room for joining the pipe and
to allow proper compaction of the sidefill.
sfde .
4. Pipefines shall be cased, bridged, or
otherwise protected at locations where
they will be subject to heavy surface
loads due to shallow burial. Casing shall
also be used in spanning creeks and
gullies, extending 8 it on either side of
the creek or gully.
Jointing
1. The pipe shall be jointed in the trench,
or above ground, in accordance with the
Jointing Instructions.
2. It is Important that the gasket be clean
and properly seated, the spigot end well
lubricated, and the bell and spigot ends
aligned correctly in both planes.
3. If jointing is done above ground, care
should be taken when lowering pipe into
the t rench that the depth of the joint entry
remains correct. Check that the depth
of entry mark on the spigot ends is flush
with the face of the belt. Jointing of 6"
and large pipe is usually done in tfie trench.
4. AT NO TIME should a back -hoe or
similar device be used to assemble pipe.
Thrust Blocking
As with other push -fit rubber gasketed
joints, the pipe will not take end thrust
without restraints. Thrust blocks are
usually required at dead ends and
wherever the fine changes direction of
30 degrees or more.
1. Thrust blocks shall be placed so that
the bearing surface is in direct line with
the major force created by the pipe or
fitting. Concrete having a compressive
strength of 2000 psi is the recommended
blocking material, and may be poured
between the simplest of forms and the
undisturbed earth bearing surfaces.
2. Thrust blocking size may be calculated
as follows:
a) Multiply the pressure level desired
for testing by the value shown in the
table for thrust on fillings:
Thrust in Pounds
Pipe
Size
90
Elbow
45
Elbow
22%
Bend
Dead End
or Tee
6"
48.74
26.38
13.45
36.10
a"
62.61
44.72
22.60
61.18
10"
128.54
1 59.47
36A2
95.05
12"
180.54 1
77.23
49.82
133.70
b) Determine the bearing strength of
the soil from the following table:
BEARING STRENGTH OF SOILS
SOIL lb. per Sq. Ft.
Muck peal, etc.
0
Soft day
1,000
Send
2,000
Send and gravel
3.000
Sand and gravel cemented with clay
4.000
Hard shale
10,000
c) Divide the total thrust on the fitting
(step a) by the bearing strength of
the soil (step b). The result is the
square feet of area needed on the
face of the thrust block
d) Thrust blocks should haunch the
pipe or fitting, not encase It.
Backfi lling
1. Place select backfill and compact
under the haunch, along the sides of,
and over the top of the pipe to a com-
pacted depth of at least 6". This backfill
shall be soils that allow good compaction
and placed in 6" layers, well compacted.
It shall be free of rocks, frozen clods, or
other hard objects.
2. The final backfill may then be made in
the usual manner, but care should be
taken not to dump large rocks or heavy
objects on the initial backfill and pipeline.
3. If the joints and fittings must be left
exposed while under test, backfill to
within one foot of each side of the joint
or fitting to prevent deflection of the
pipe while under test pressures.
Testing
1. ALL AIR INTHE PIPELINESHALL BE
BLED OFF CAREFULLY WHILE FILLING
THE LINE WITH WATER FOR TESTING_
Entrapped air in the line can cause ex-
cessive test pressures, and create un-
necessary problems. Air shall be bled
off at the high spots in the line. Air
removal may also be accomplished by
pushing a foam plug through the line by
incoming water pressure.
2. Test pressures may be I V, times the
designed operating pressure of the
pipeline, but shall not exceed the maxi-
mum pressure rating of the pipe.
3. After pressure test and acceptance
of testing, the uncovered joints and fit-
tings shall be initially backfilled with
well compacted soil, and then covered
with final backfill.
4. Hydraulic pressure testing of the
pipeline shall be carried out initially at
Intervals not exceeding 500 yards and
thereafter at intervals not exceeding
1,000 yards.
Radius Bends
Gradual change of direction may be
achieved by deflecting or oocking RIEBER
Joints a maximum of 3 degrees without
affecting the hydraulic seal' of the joint.
Offsets are made only after the straight
in -fine assembly Is made. Deflections at
the joint and minimum curve radii (ft.)
obtainable are listed below:
Degree of
Deflection
at the Joint
Offset, inches Radius, feel
1
4.2"
1,150,
2
8.3"
572'
3
12.3"
381'
-4-

on each side of the pipe to provide support free from voids.
Care should be taken to avoid deforming, displacing, or
damaging the pipe during this phase of the operation.
.4 Final backfill
6.4.1 General. After pipeline testing, final backfill shall be
placed and spread in approximately uniform layers in such 4
manner as to fill the trench completely so that there will be no
unfilled spaces under or about rocks ar lump! of earth in the
backfill. Final backfill shall be frCe of large rocks, frozen clods
and other debris greater than 76 mm (3 in.) in diameter. Rolling
equipment or heavy tampers should be used to consolidate the
final backflB only after the minimum depth of cover has been
placed and only With pipe having wall thi4nesses greater than
that of $DR-41.
SECTION 7-S)rEC1A1- COAjSIDEAATIMJ
7.1 Bail holes 1oT rubber gasket jo.lpq. WheT& the pipe being in-
stalled is provided with•rubber gas kIaJoints, bell holes shall be
excavated in the bedding material to 7llow for the unobstructed
assembly of the joint. Care should be taken that the bell hole is no
larger than necessary to accomplish prgper joint 4ssembly, Wheri the
joint has been made, the bell hole should be carefully filled with
TABLE 11 - THRUST BLOCKING AND ANHORS FOR UNDERGROUND IRRIGATION PIPELINES
Step 1. Multiply the working pressure by the sppropris�te value
shown in the following table to obtain total thrust in N (lb):
PIPELINE THRUST FACTORS!, t
Pipe Size Dead End So' Ae 22-1/2'
in. tam or Tee Elbow Elbow Elbow
1-212
38.1
2.04
4.16
2.25
1.15
2
60.8
4.56
6.45
3.50
2.78
2-1/2
63.5
6.65
9.40
6.10
2.60
3 .
76.2
9.80
13.9
7.61
3.82
3-1/2
88.9
12.8
i8.1
9.81
4.99
4
101.6
16.2
23.0
12.4
6.31
6
127.0
24.7
35.q
18.9
9.63
6
152.4.
34.0
49.2
26.7
13.6
8
203.2
59.0
63.5
45.2
23.0
10
254.0
91.5
230.0
70.0
35.8
12
304.8
129.0
162.0
98.5
60.3
• Based an thrust per kPa (psi) pressure
7 Blocking for cross may not be needed vfith long branch lines.
.f'
%tom
Step 2. Determine the tleuing 3rreog#h qI �pe �qil ffom the table
below:
BEARING STRENGTIi OF SOILS 1
Soils and Safe Hearing Loads Ib/f12 kj'a
Sound Shale
Ip 00q
478.8
Cemented Gravel and Sand
difficult to pick
4 000
191.5
Coarse and fine compact Sand
3 000
143.6
Medium Clay -Can be spaded
2000
96.8
Soft Clay
1 000
47.9
Muck
Q
O
Step 3. Divide the total thrust obtained in Stc 1 by the bearing
strength of the soil to get the area needed, m2 (((�).
SIDE THRUST ALTERNATE PROCEDURE
In.
Pipe Size
mm
Side Thrust -per Degree!
lb N
1-1/2
38.1
6.1 22.7
2
50.8
7.9 $ 5.1
2-1/2
63.5
11-6 52.6
3
76.2
17.1 76.1
3.1/2
88.9
22.4 ' 09.6
4
101-6
28.3 125.6
5
127.0
43.1 191.7
6
152.4
60.8 270.5
8
203.2
103.0 458.2
10
254.0
160.0 711.7
12
304.8
225.0 1000.8
• Based on side thrust per 689 kPa (100 psi) pressure per degree of
deflection.
• :"0 • NOTE: Multiply side thrust from table by degrees of deflection
s . 71•'t
d:times kPa (psi) divided by 100 to obtain total side tbrust in N (lb).

0
tom` ,': r �'•••'• ti��:�'. '.._.•
0
Figure 2. Anchorage blocks for in -line valves.
Table 1 is the forces encountered at end plugs. to calculate
forces encountered at bends, tees and ;,ryes, multiply the figure in
Table 1 by the factors given in Table 2.
Table 1. Thrust W at End Plugs
Thrust in ihs_ fnr tatt orpssurP in Ds
Pipe Diameter
inches
100 PSI
150 PSI
200 PSI
-
250 PSI
1
295
440
590
740
2
455
680
910
1140
2;j
660
990
1320
1650
3
935
1480
1970
2460
4
1820
2720
3630
4540
6
3740
5600
7460
9350
8
6490—
9740
13,000
16,200
10
10,650
16,000
21,300
26,600
12
15,150
22,700
30,200
37,800
14
20,600
30,800
41,100
51,400
16
26,600
39,800
53,100
66,400

Table 2. .Factors for Calculating Thrust W for
.. Elbows and Tees.
El bows: 900 = 1.41 Tees = 0.70 L
�..
60° = 1.00
450 = 0.75�.
300 = 0.52
.22.5� 0.39
Table 3 gives the safe bearing load for different soil types.
Table 3. Safe Bearing Load
Soil 1 b/ft2
Mulch, peat and similar
Soft Clay
Sand
Sand and gravel
Sand and gravel cemented
with clay
Hard shale
0
1000
2000
3000
4000
10,000
Thrust block area(fi2) -_ tJ - Thrust (Table 1 & Table 2)
Soil bearing strength (Table 3)
In placing concrete thrust blocks, check with the manufacturer of the
pipe being used to ensure that the correct size thrust blocks are
being used.
There are a number of machines that can be used to prepare the
trench for PVC plastic pipe. Soil types, moisture content, depth of
trench required and type and diameter of pipe must be considered.
Generally chain trenches, wheel trenches,-backhoes, or vibrating plows
will be used for trench preparation. The vibrating plow can only be
used for solvent weld PVC pipe and generally is limited to the smaller
diameter of pipe. Under most conditions the chain trencher or wheel
trencher will be faster than the backhoe. Where wide trenches for large
Pipe are required, the backhoe will be most satisfactory. If soil
conditions permit, long stretches of open trench will expedite pipe
installation. However, if rain is forecast the pipe should be installed
and the trench backfilled. To avoid sharp turns in the line at obstructions,
trenches should be curved within limits of curvature of the pipe.
-7-

INSTALLATION
9
Jiamond Agricultural PVC Pipe should be assembled and
installed with uniform and continuous support from a firm
base in accordance with the installation procedures provided
in ASTM D2321, and the Installation Guide for PVC Water
Pipe (a "pocket -sized" edition is available from your
representative or from Diamond Plastics Corporation.)
Embedment materials are to be in accordance with soil
classifications listed under Unified Soil Classification
System, ASTM D2487.and ASTM D2488.
Te assemble, clean mating surfaces of the bell, spigot, and
gasket- Apply gasket lubricant (furnished by Diamond
Plastics Corporation) to the entire Spigot end up to the
reference shark- Also, apply lubricant to the contact surface
of the gasket.
With the pipe in straight alignment, push the spigot into
the bell up to the insertion line. if a pry bar is used to
apply force, the pipe should be protected by placing a board
between the bar and the pipe.
If normal force does not complete the joint, disassemble the
joint and examine the parts to make ce:;ian they are free of
obstructions. Visually inspect the completed joint to insure
the gasket has not been dislodged.
Table 5.
APPROXIMATE (;VIDE FOR ESTIMATED RANCE OF OE(;REE
OF COMPACTION VERSUS EMBEDMENT CLASS AND METHOD
OF PLACEMENT AS PERCENT OF STANDARD PROCTOR
DENSITY OR RELATIVE DE-,S1T1'
EUR CRAN'ULAR MATERIALS IN P:LRENT1It:51S••
CLASS OF EMBEDMENT t it I 1[3 IV
Ls.lWacw.7d
.1 A T{ X I AL 37ESCR IPTION' Gr nlJar Sy,e v,e Gn.L1 .I..,d C.<Jrn F:x Clam
XIJIGJu1L Sots - rtun So.k Sn.3.
Qly,o, n4n.m[ [9r.r<nl.+njc 9 Ln v IL 6SC1
$a.l Cyn,I.I.J.l.pn M[J.PI 4 4� Ra'In 3v Rrl....;) fl:n,a, Ry.=c
ConlPx G, r. —XI 93 +W 90 Irq
p,n..11 o1 pxJek Xb95 ti15� NII r3 75 9l3
CunyJ1.J.„-L7 .Jlrr. y9n X695 -c1
I[A 751 tu)
ant—P "I IA XII sfj 77
IJ1 75
' N<I.I,•r .1. .. .. �. .. r.l .n {,Jrr MIK.c.
nu .I+_I, ,.I .•.I .. r+3..L•++ .n d.13r.. .4.,,r,.J ­1 11., L .. .I..l. 1..,.J. pu.lx r ♦•.I .,
Table 4. vECCRIrTION ()r KNIR3.UALENT MATLRIAL CLA Slrl(w7 MN%
NUIL 101L LK,CRIrTJ, *
C{.ens Trr1_ 1-TERIwL CLI�IMC.TH1I
CI,., 1 Sr•1,' H.n.f.nw<d v.{..1.., {,.nrl.+ T .'.,1, 1!< r� 1 IR rr H. 1• .� .a nn.l •..;, :n
, I.a/:nL n i.11 M•:n{.rT i••..1 •Y:L,nfK ...n 1.. r,u.w,J .,.... .. .. �...
Cl­ 1: $o•I.-- (W WrR L.d<d {r..d. r.d {n•rl ,.,,d ni a.n. r. early «,.. 1.n., Val n .•I
<w.r t.rrA ra.a.<d on N. , .K•a. Hsr N.n 95S ......,;J •+ N.• I .....
U r.e.3T L,.Gd i'+ nl. W f.,•.1 rw m •. IHII; .. r•,.,
v Fruuen rru:,rd m Na r ..<•r, N•+r+Nu
Ckr.n
Sy' ,✓:X i,wJ:d .wN w {. r.rll, ,...I.. i..lr .. ..� 1..... .. Ir.n ar:..l ......:
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Sv P_. , d,.J r.M. .nJ {..•rR, .uMr, Ln1r .. r. L,�. • r n art -J .......
.+�..L.re�..•,.,;
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CC C'IJYc7 Lr rl.. L....i ..N .I,,n .. N.' .4. .... ,, .. ,... .,...•:J
s.l S.I.T .y..7,, .u,.l..�X .......
H.vr N,n V1* ,. r.•..rJ ... K.. 71.1 ..
SC cl,<, ra.1•. aW.ly ,.,.. ., .1•.r N.n Wf .J............... I ... K.• +
AIL Ir..L.r. ..lu •: r7 I.nc ..M.. , -. R-w .A.. + .1.. ... ....- 1 .I ..1 I......
1v,. w 1rr.. SU4 w ...,< r...n w., 2,.1 —"
CL fry, r d131..1 L.. .rJ..n. ,J.. .,, . N. ... -
I+,n..• ...... I . ... ♦. ... ..
all L...,nr tilu .�.....,. .... 1.. .... .... .. .. .... l._ I
Is, a L,..r., d..n YK. 4r(J .... . I•. �. h• ,.. .
Cl 1n...L.n. c1,,, .1 L.Ln ri. , 1., .la,. U ..Fr.... .. n ., .. ... ..
CI+.• \ S„•I. IL Ilr,.n .Jn <,d n.{.n . .7,. .1 ..- I.I I +,.... .. I...
f11 1■[<n•. <I,YI .d n n .. ..fin I l..l. a, Ly I.. , .... v... . , rt ...
mrpa.a Irr. ]06 r.:•a
PT
1•••Ir ..+} I' Id ASTLI 1)7497, r1',1••r1,•.In +..n .. J.T....I.....1. 111; I
.. In I.L...,..r ... w STrl U 2497.1... rn<n 5%,... I..tCl,
—J.n. .en ASTM U :417 m6 11. 3}%•p...n, Lr. ... .J..W.
r I..I.lK,..... IN.... ...rr [n u.[Ir.:.IK ar C1... {I �4 Ct_ 111
The haunching area is most ilnponant to the support of
PVC pipe. For good support. the h:lunching 2rc3 should be
compacted to the densities given in the Long Teml
De flectiort Chart.
Figure 2
i
T
• In..p ..l 1� I 1
J '1

irrigation Water Conveyance
High -Pressure, Underground, Plastic
Pipeline Specifications
1. liabon
Minimum depth of cows Pipe shall be installed at sutfr-
cient deptn below the ground surface to provide protection
from hazards imposed by traffic crossings, farming opera-
tions. freezing temperatures. or soil cracking. Ae minimum
depth of cover for pipe susceptible to any of these hazards
shall be.
Pipe dtammof Doom of corer
rn �
'/, mrvugh 2h............................................................... 1e
3 through 5.................................................................... 24
6 or mom .............. ... .... 30
In areas where the pipe will not be susceptible to freez-
ing and vehicular or cultivation hazards and the soils do not
crack appreciably when dry, the minimum depth of cover
may be reduced to:
Pine diarmw Depth of cover
114 «.............................................................
2 through 3.................................................................... 12
Athrough ....................................................... 18
Morothan 5.........r.............._..................................•..... 24
In cranberry bogs where the pipe is not susceptible to
freezemg and heavy equipment is never allowed. the mini-
mum depth of cover may be 6 in for a 6-4n diameter pipe
and 12 in for a larger pipe.
The minimum carer for polyethylene pipe is 6 in but may
be reduced to 2 in where conditions warrant. The minimum
carer for PVC pipe in cranberry bogs, where the pipe is to
be protected from freezing after winter flooding, shall be 12
in. if the winter flood equals or exceeds 12 in. Where the
winter flood is leas than 12 in, the top of the pipe shall be
at least 24 in below the water surface. Solvent-weided joints
shall be used at all connections; of PVC pipe where peat
and muck exit m their normal layered pattern- Rubber
gasket joints may be used following normal bedding proce-
dures where coarse sand or cernermt layers exist.
At low places on the ground surface, extra fill may be
pieced over the pipeline to provide the minimum depth of
corer. The top width of the fill shalt then be no less than 10
ft and the side slopes no steeper than 6:1. If extra protec-
tion is needed ai vehicle crossings, encasement pipe or
other approved methods may be used.
Trench construction. The trench at any point below
the top of the pipe shall be only wide enough to permit
the pipe to be easily placed and joined and to allow the
initial bacfdill material to be uniformly placed under the
haunches and along the side of the pipe. The maximum
trench width shall be 36 in greater than the diameter of
the pipe. It the trench is precision excavated and has a
Semicircular bottom that closely fits the pipe, the wiu-ih
shall not exceed the outside diameter of the pipe by
more that 10 percent.
The trench bortom shall be uniform so that the pine lies
on the bottom without bridging. Clods. rocks, and uneven
spots that can damage the pipe or cause nonuniform sup-
port shall be removed.
If rocks, boulders, or any other material that can damage
the pipe are encountered. the trench bottom shall be under-
cut a minimum of 4 in below final grade and filled with bed-
ding material consisting of sand or compaLted fine-grained
soils.
Pipelines having a diameter of 1,4 through 21h in that are
to be placed in areas not subject to vehicular loads and in
soils that do not crack appreciably when dry may be placed
by cuing "piow-in" equipment instead of conventional
trenching.
Provisions shall be made to insure sale working condi-
tions where unstable soil, trench depth, or other conditions
can be hazardous to personnel working in the trench.
Placement. Care shall be taken to prevent permanent dis-
tortion and damage when handling the pipe during unusu-
ally warm or cold weather. The pipe shall be allowed to
come within a few degrees of the temperature it will have
after it is completely covered before placing the backfill,
other than that needed for shading, or before connecting
the pipe to other facilities. The pipe shall be uniformly and
continuously supported over its entire length on firm stable
material. Blocking or mounding shall not be used to bring
the pipe to final grade.
For pipe with bell joints, bell holes shall be excavated in
the bedding material, as needed, to allow for unobstructed
assembly of the joint and to permit the body of the pipe to
be in contact with the bedding material throughout its
length.
Joints and connections. All joints and connections shall
be designed and constructed to withstand the design maxi-
mum working pressure for the pipeline without leakage and
to leave the inside of the line free of any obstruction that
may tend to reduce its capacity below design requirements.
All fittings, such as couplings, reducers, bends, tees, and
crosses, shall be installed according to the recorramenda-
tiona of the pipe manufacturer.
Frttings made of steel or other metals susceptible to cor-
rosion shall be adequately protected by being wrapped with
plastic tape or by being gated with a substance that has
high corrosion -preventative qualities. If plastic tape is used,
all surfaces shall be thoroughly cleaned and coated with a
primer compatible with the tape before wrapping.
Thrust blocks. Thrust blocks must be formed against a
solid hand -excavated trench wall undamaged by mechani-
cal equipment. They shall be constructed of concrete, and
the space between the pipe and trench wall shall be filled
to the height oR the outside diameter of the pipe or as spec-
ified by the manufacturer.
Testing. The pipeline shall be tested for pressure strength,
leakage, and proper functioning. The tests may be per-
formed before backfilling or anytime after the pipeline is
ready for service.
SCS, January 1989

lrrigation [dater Conveyance 430-DD-3
Tests for pressure strength and leaks shall be accom-
plisned by inspecting the pipefine and appurtenances while
the maximum working pressure is maintained and all joints
and connections are uncovered, or by observing normal
operation of the pipeline after it is put into service. Partial
backfills needed to hold the pipe in place during testing
shall be placed as specified in "Initial Jackfitl." Any leaks
shall be repaired and the system retested.
The pipeline shall be tested to insure that it functions
properly at design capacity. At at below design capacity
there shall be no objectionable flow conditions. Objeciiona.
ble flow conditions shall include water hammer, continuing
unsteady delivery of water, damage to the pipeline, or detri-
mental discharge from control valves.
Initial beckflll. Hand, mechanical. or water packing meth-
ods may be used.
The initial backfill material shall be soil or sand that is
free from rocks or stones larger than i in. in diameter. At
the time of placement, the moisture content of the material
shall be such that the required degree of Compaction can
be obtained with the backfill method to be used. The initial
backfill material shall be placed so that the pipe will not be
displaced, excessively deformed, or damaged.
It backfilling is done by hand or mechanical means, the
initial fill shall be compacted firmly around and above the
pipe as required to provide adequate lateral support to the
pipe.
If the water packing method is used, the pipeline first
shall be filled with water. The initial backfill before werting
shall be of sufficient depth to insure complete coverage of
the pipe after consolidation. Water packing is accomplished
by adding enough water to diked reaches of the trench to
thoroughly saturate the initial backfill without excessive
pooling. Atter the backfill is saturated. the pipeline snail
remain full until after the final backfill is made. The wetted
fill shall be allowed to dry until firm before beginning the
final backfill.
Final backfill. The final backfill material shall be free of
large rocks, frozen clods, and other debris greater than 3
in. in diameter. The material shall be placed and spread in
approximately uniform layers so that there will be no
unfitted spaces in the backfill and the backfill will be level
with the natural ground or at the design grade required to
provide the minimum depth of cover after settlement. Poll-
ing equipment shall not be used to consolidate the final
backfill until the specified minimum depth of cover has
been placed.
All special backfilling requirements of the pipe manufac-
turer shall be met.
9asls of acceptance. The acceptability of the pipeline
shalt be determined by inspections to check compliance
with all the provisions of this standard with respect to the
design of the line, the pipe and pipe marking, the appurte-
nances, and the minimum installation requirements.
Certifications and guarantee. if requested by the state
conservation engineer, a qualified testing laboratory must
Certify with Supporting test results that the pipe meets the
requirements specified in this standard. The seal of
approval of a recognized laboratory on pipe bearing one of
the ASTM designations listed in this standard may be
accepted for this certification.
The installing contractor shall certify that his or her instal-
tation complies with the requirements of this standard. He
or she shall furnish a written guarantee that protect the
owner against detective workmanship and materials for not
less than 1 year. The certification identifies the manufac-
turer and markings of the pipe used.
materials
Quality of plastic pipe- The compound used in manufac.
tunng the pipe shall meet the requirements of one of the
following materials:
1. Polyvinyl chloride (PVC) as specified in ASTM-D-1784.
Code
Material classification
lVpe 1. Grade 1......................................................... 12454-8
Type I. Grade 2...................-.................................... 12454-C
Type it. Grade 1..................................... :.................. 14333-0
2. Acrylonitrile-butadfene-styrene (ASS) as specified in
ASrM-D-1788.
-! Cade
Material classification
Type1. Grad* 2....... ................................................. 5-2-2
Type1. Grade 3......................................................... 3-5-5
Type11. Grade 1.........................:.............................. A-4-5
3. Polyetfrylene (PE) as specified in ASTM-D-1248.
Cade
Material classification
Grade Pia, Class C....................... ................ ......... iC-P14
Grwe P23. Class C........... ........................................ I1C-P23
Grade P33. Class C................................................. llic-M
Grade P34. Class C.................................................. rVtiP34
The pipe shall be homogeneous throughout and free
from visible cracks, holes, foreign matter, or other defects.
The pipe shall be as uniform in color, opacity, density, and
other physical properties as is commercially practicable.
Pipe requirements. All pipe installed under this standard
shall be pressure rated for water.
The relationship between standard dimension ratios,
dimensions, hydrostatic design stresses. and pressure rat-
ings shall be determined by one of the following formulas:
For PVC. ASS, and PE pile with outside diameter
carttrolled:
27 -D. - tor P sR-1
SCS, January1989

FRICTION LOSS CHARTS
FOR DIAMOND PIPE
IPS DIMENSION
�
p 4-Inch 5-fnch 6-Inch 8-Inch 10-Inch
Gallons
Per Min. FRICTION HEAD LOSS IN FEET PER HUNDRED FEET
150
1-11
160
1.26
170
1.41
180
1.57
190
1.73
200
1.90
220
2.28 .81
.34
240
2.67 .95
.40
260
3.10 1,10
.46
280
3.56 1,26
.54
300
4.04 1.43
.61
320
4.56 1.62
.69
340
5.10 1,82
.77
360
5.67 2.02
.56
1 380
6.26 2.22
.95
400
6.90 2.45
1.04
420
2.69
1,14
440
2.92
1.25
460
3.18
1,35
480
3.44 .
1,46
500
3.70
1.58
1.89
550
2.22
600
2.58
650
2.96
700
3.36
750
3.78 1
800
4.24 1
850
Table based on Hazen -Williams
4.71 1
900
950
equation=Cw = 150
5.21 1
1000
5.73 1
ii To find friction head loss in
1050
PVC pipe having a standard
1
1 100
dimension ratio other than 21.
1
1 W
the values in the table should
2
1200
be multiplied by the
2
2
1250
appropriate conversion factor
2
1300
(F) shown below:
2
1350
1400
1450
1500
1600
1700
1800
1900
2000
2
3
3
.09
.10
.12
.14
.17
.19
.21
.24
.26
_28
.31
.34
.3.7
Al
.43
.52
.61
-71
61
.93
.04
.17
30
44
58
73
.88
.05
21
.39
.57
.76
.95
.16
.35
.10
-10
.11
.12
14
.15
.18
.21
.24
.28
.32
.36
.40
A4
-49
.54
.59
.65
.70
76
.82
.88
.95
1.01
1.08
1,15
1.30
1.45
1.62
1.79
1.97
12-Inch
060
.083
.096
.110
.125
.141
.158
.175
.194
.213
.233
.254
.276
298
322
346
371
.397
.423
.451
.508
.568
.632
.698
767
.840
f
' -)ss below bold fine indicates velocities in excess of 5 feet per second
°locities which exceed 5 feet per second are nol recommended.
Page 2

I r �"v
FRICTION TION LOSS IN POLYETHYLF\TE HOSE
LOSS
PER 100
FEET 1'pLY�HEL1hE
IRRIGATION
HOSE
{�'OT1 R1
P.S.l. Fr�1CTI09
4
4
135
125
120
110
43
2B�
r275
63
2.1
54
1.60
1.30
D.D.
KM
4.5
4.1
4.0
3.7
I.D.
IK5.
BAL1
10
- -
2.3
6.6
MIN.
20
-
__
--
--
--
_
J'
1.4
4.0
11.2
--
-`
2.1
6.0
1 6.4
50
_
- -
--
_ _
- -
1.2
2.9
B.4
_-
b0
- -
- -
- -
- -
1.0
1.6
3.4
11.2
_ -
70
- -
- -
- -
- _-
- -
1.3
2.0
4.9
14.4
- -
-
BO
1.6
2.5
6.1
- -
-
94
1.4
3.0
7.5
-
100
- -
-
- -
!.3
2.3
3.6-
-
-
110
_
_
- -
1.6
2.7
120
- -
- -
0.7
1.6
3.1
130
- -
_ _
- -
O.B
2.1
3.6
5.6-
140
_-
0.9
2.4
4.1
6.4
150
' "
_
_ _
1.0
2.7
4.6
7.2
160
" -
_
1.2
3.0
5.2
6.1
-
170
_
_
0.4
1.3
3.4
5.7
B.4
-
180
` -
_
1.0
1.4
3.7
6.3
9.9
- -
140
-
0.4
1.1
1.6
4.1
7.0
240
-
-
0.7
1.2
1.7
4.5
7.6
_ _
230
-
1.0
1.3
1.4
4.4
8.3
- -
224
1.1
1.4
2.1
5.3
7.0
- -
- _
- -
230
-
1.2
1.4
.1
2
5.7
7.2
- `
- -
240
250
-
0.3
1.3
1.6
2.4
6.2.
- -
- -
- -
- -
260
1.0
1.4
1.7
2.6
6.6-
7.1
270
1.0
1.5
1.5
2.0
2.6
3.0
7.6-
280
240
1.1
1.2
1.6
1.7
2.1
3.2
8.1-
300
1.2
1.8
2.2
3.4
8.6-
9.2
310
1.3
1.9
2.4
2.5
3.6
3.B
4.7
- -
- -
- -
- -
- -
320
1.4
2.0
330
1.5
2.2
2.7
4.0
--
340
1.6
7.3
2.0
4.2
--
350
1.7
2.4
3.0-
4.5-
360
1.7
2.5
3.2
4.7-
T70
1.6
2.7
3.3
4.9-
3BO
1.5
2.6
3.5
5.2-
340
7.0
2.9
3.7
5.5
- -
00
2.1
3.1
3.6
5.7-
420
2.3
3.4
4.2
6.3-
40
2.5
3.7
4.6
6.8
460
2.7
4.0
5.0
7.4-
480
3.0
4.5
5.4
6.0
- -
- -
- -
- -
- -
500
3.2
4.6
5.8

Engine Performance Curve
Rating: Gross Power
Application: Industrial - Continuous
80
Y
(60)
t
L 60
3 (45)
0
a
Y 40
(30)
20
(15)
300 Series Engine
Model: 4039D
71 hp @ 2500 rpm
53 kW @ 2500 rpm
200 —
(271) Z
w
180 '6
(244)
m
tT
L
160 }0
(217)
0.40
(242)
0.36
(218)
1000 1200 1400 1600 1800 2000 2200 2400
Engine Speed - rpm
Air Intake Restriction -- 12 in.H20 (3 kPa) Exhaust Back Pressure -- 30 in.H2O (7.5 kPa)
Gross power guaranteed within + or - 5 % at SAE J1995 and ISO 3046 Certified by: Curve 4039071IC
conditions: 77 IF (25 °C) air inlet temperature
29.31 in.Hg (99 kPa) barometer Source Factories:
104 IF (40 °C) fuel inlet temperature Dubuque. Saran
0.853 fuel specific gravity 0 60 IF (15.5 IC) �'� `�� Date: 09-93
Conversion factors: Power: kW = hp x 0.746 Sheet 1 of 2
Fuel:1 gal = 7.1 lb, i l_ = 0.85 kg �� 9
Torque: Nm = lb-ft x 1.355 'Revised data.,.
All values are from currently available data and are subject to change without notice.

600
500
400
30'0
200
100
Q
BERKELEY PUMPS CURVE 4117
DATE 3-1-88
PAGE 2.02
TYPE "B" RATING CURVES
SUPERSEDES
ENGINE DRIVE I Curve4117 Pa 82.02
m Oaled 4-1-85
C■..: AA.ieoo C.1• P.R.N.. H-1B63 ...ch.H.. H-1063 VARIOUS R.P.M. - CTci..
LnP.iLr: Y.W.J.I C.I. P.n.1/.. L-3001 Y.ci..N.. L-3039 111& 13-1/2" FULL T.0.S-LI-h..e—oo,a
• ■
lull
Hm
.
s
�
0 100 200 300 400 500 600 700 800 900 1000 1700 1200
CAPACITY IN U.S. GALLONS PER MINUTE
-7046 e.,.d— T-2554 C-7040 DOW 1C-27-71 00i. 3-29-72 ' MODEL B 3 J Q B M
C...: wIn1.I C.I. P.n.N.. H-1939 moch.ka H-1939 VARIOUS R.P}I. - �•
d.o.d.r: Ma..1.e C.I. P.itN.. hS-2}s9 YKA.M.. I"�4BZ1 a+.. 10-7/16" FULL
... N..i e•1.
M.fIMUM WOAKINC PRES'LPE 266 Psi w10 w:
40c
35C
0
1300
3C
U
250
a
O
< 200
H
O
150
100
50
0
0 100 200 300 400 5GO 600 700 800 900 1000
CAPACITY IN U.S- GALLONS PER MINUTE
Me
0 :
'G111LI
iv
20 C
C
10:ld
of
s
0 1
CeL1

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Field Calibration Procedures
for Animal Wastewater Application Equipment
HARD HOSE
AND CABLE
TOW TRAVELER
IRRIGATION SYSTEM
General Guidelines
Land application equipment used on animal production farms must be field
calibrated or evaluated in accordance with existing design charts and tables
according to state rules that went into effect September 1, 1996. Technical
Specialist certifying waste management plans after September 1, 1996, must
also certify that operators have been provided calibration and adjustment
guidance for all land application equipment. The rules apply to irrigation sys-
tems as well as all other types of liquid, slurry, or solid application equipment.
Information presented in manufacturers' charts are based on average op-
erating conditions for relatively new equipment. Discharge rates and applica-
tion rates change over time as equipment ages and components wear. As a
result, equipment should be field calibrated regularly to ensure that applica-
tion rates and uniformity are consistent with values used during the system
design and given in manufacturers' specifications. Field calibration involves
collection and measurement of the material being applied at several locations
in the application area- This publication contains step-by-step guidelines for
field calibration of hard hose and cable tow traveler irrigation systems.
Operating an irrigation system differently than
assumed in the design will alter the application rate,
uniformity of coverage, and subsequently the applica-
tion uniformity. Operating with excessive pressure
results in smaller droplets, greater potential for drift,
and accelerates wear of the sprinkler nozzle. 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.
Clogging of nozzles or crystallization of main lines
can result in increased pump pressure but reduced
flow at the gun. Plugged intakes will reduce operating
pressure. An operating pressure below design pressure
greatly reduces the coverage diameter and application
uniformity. Field calibration helps ensure that nutri-
ents from animal waste are applied uniformly and at
proper rates.
The calibration of a hard hose or cable tow system
involves setting out collection containers, operating
the system, measuring the amount of wastewater
collected in each container, and then computing the
average application volume and application unifor-
mity.
An in -line flow meter installed in the main
irrigation line provides a good estimate of the total
volume pumped from the lagoon during each irriga-
tion cycle. The average application depth can be
determined by dividing the pumped volume by the
application area. The average application depth is
computed from the formula:
Average application depth (inches) =
Volume pumped (gallons)
27,134 (gal/ac-in) X Application area (acres)
The average application depth is the average
amount applied throughout the field. Unfortunately,
sprinklers do not apply the same depth of water
throughout their wetted diameter. Under normal
operating conditions, application depth decreases
towards the outer perimeter of the wetted diameter.
Sig gun sprinkler systems typically have overlap
based on a design sprinkler spacing of 70 to 80
percent of the wetted sprinkler diameter to compen-
n

Field Calibration Procedures
for Anima[ Wastewater Application Equipment
sate for the declining application along the outer
perimeter. When operated at the design pressure, this
overlap results in acceptable application uniformity.
When operated improperly, well -designed systems
will not provide acceptable application uniformity.
For example, if the pressure is too low, the applica-
tion depth will be several times higher near the
center of sprinkler and water will not be thrown as
far from the sprinkler as indicated in manufacturers'
charts. liven through the average application depth
may be acceptable, some areas receive excessively
high application while others receive no application
at all.
When applying wastewater high in nutrients, it is
important to determine the application uniformity.
Collectioii containers distributed throughout the
application area must be used to evaluate application
uniformity.
Many types of containers can be used to collect
flow and determine the application uniformity.
Standard rain gauges work best and are recom-
mended because they already have a graduated scale
from which to read the application depth.
Pans, plastic buckets, jars, or anything with a
uniform opening and cross section can be used
provided the container is deep enough (at least 4
inches deep) to prevent splash and excessive evapora-
tion, and the liquid collected can be easily trans-
ferred to a scaled container for measuring. All con-
tainers should be the same size and shape to simplify
application depth computations.
All collection containers should be set up at the
same height relative to the height of the sprinkler
nozzle (discharge elevation). Normally, the top of
each container should be no more than 36 inches
above the ground. Collectors should be located so
that there is no interference from the crop. The crop
canopy should be trimmed to preclude interference
or splash into the collection container_
Calibration should be performed during periods
of low evaporation. Best times are before 10 a.m. or
after 4 p.m. on days with light wind (less than 5
miles per hour). On cool, cloudy days the calibration
can be performed anytime when wind velocity is less
than 5 mph.
The volume (depth) collected during calibration
should be read soon after the sprinkler gun cart has
moved one wetted radius past the collection gauges
to minimize evaporation from the rain gauge. Where
a procedure must be performed more than once,
containers should be read and values recorded
c immediately after each setup.
Calibration Setup for Hard Hose and
Cable Tow Traveling Guns
Hard hose and cable tow traveling guns are calibrated
by placing a row (transect) of collection containers or
gauges perpendicular to the direction of travel, Figure
1. The outer gauge on each end of the row should
extend past the furthest distance the gun will throw
wastewater to ensure that the calibration is performed
on the "full" wetted diameter of the gun sprinkler_
Multiple rows increase the accuracy of the calibration.
Containers should be spaced no further apart than
1/16 of the wetted diameter of the gun sprinkler not
to exceed 25 feet. At least 16 gauges should be used in
the calibration. Sixteen gauges will be adequate
except for large guns where the wetted diameter
exceeds 400 feet.
(Maximum recommended spacing between
gauges, 25 feet X 16 = 400 feet.) Gauges should be set
at least one full wetted diameter of throw from either
end of the travel lane, as shown in Figure 1.
The system should be operated such that the
minimum travel distance of the gun cart exceeds the
wetted diameter of throw. Application volumes
should be read as soon as the last gauges stop being
wetted.

HARD HOSE AND CABLE TOW TRAVELER
IRRIGATION SYSTEMS
Reel can --�
Left Right
Row of 8 7 6 5 4 3 2 1 1 2 3 4 5 6 7 8
collection 0 0 0 0 0 0 0 o O O O O o o 0 0
gauges
Gun
cart
Direction of travel
Wetted diameter
(320 feet)
At least one wetted
diameter end of field
Figure 1. General layout and orientation
of collection gauges for calibration of a hard hose and cable tow traveler irrigation systems.
CALIBRATION PROCEDURES s
1. Determine the wetted diameter of the gun:.. J ,�
2. Determine the number of collection gauges and spacing between gauges For a-i
feet, the rain gauge spacing should not exceed.20 feet. (320 ft y 16 20
3. Lapel gauges outward from "the gun cart as either left or. right; (Ll, L2; L3, etc; .R1',
4..Set,out gauges along a row as labeled and shown in Figure_1,. equally spaced at,t
item' 2 (20 feet).'The row should be at least onewetted diameter from either_end
gauge on each side of the travel lane should be 112 the.gauge spacing from the(
gauge spacing of 20 feet, L1 and RI should be 10 feet from the center of,the-Ian(
.5. Operate the system for the time required for the gun to completely pass all coilec
the "starting" time that wastewater begins to be applied along the fow,of gauge
when wastewaterki longer is, being applied• anywhere along -the row"Also recorc
feet for.•the time of operation.
.3
S: Immediatelv'rdcord the amounts collected in each gauge (Refer to `able 7 for an
7. Identify those gauges that fall outside the effective lane spacing, Figure,2 This vo
volume that would be collected when 'operating the system on the adjacent, lane:'
. yxr
8. Superimpose {left to right and vice versa).the gauges just outside the effective +nrii
inside the effective width. Add the volumes together.
For the layout shown in Figure 2, add the volume (depth) corrected m gauge I
lane'spacing) to volume (depth] collected in gauge LS (inside the effective ]ane NSF
added to L6; L8 is added to R5; and Q is added to R6:`This is now the application
the effective lane spacing adjusted foroverlap.�
lr r

Field Calibration Procedures
for Animal Wastewater Application Equipment
Reel cart
Leh
8 7 16 5 4
0 0 0 0 0
Direction of travel
Lane 1
Leh
Lane 2
Right
8 7 6 5 4 3 2 1 1 1 2 3 4 5 6 7 8
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Right I
3 2 1 1 1 2 3 4 5 6 17 8 Gun
0 0 0 0 0 0 0 0 0 O e
Gun
cart
II
i
Effective lanes acing
(224 feet
Figure 2. Accounting for overlap
when calibrating a hard hose traveler system.
cart
V II
Effective lane s acing i
(224 feet
CALIBRATION PROCEDURES (continued)
.4.-Add the`aniounts collected in all gauges and divide_by the number of gauges within the effective area. This.
is the average applicatior depth (inches) within the effective lane spacing.
Sum of amounts collected in all gauges .
Average application
Number of gauges within effective width
t :-
10. Calculate the'deviation depth for each gauge.�The deviation depth is the difference between each
individual gauge, walue:and the average value of all gauges (#n. Record the absolute value of each
deviatiori'depth: Absolute value means the sign of the number (negative sign) is dropped and all values are
treated as positive: The symbol for absolute value is a straight thin line. For example, 121 means treat the
number 2 as an absolute value. It does not mean the number 121. Because this symbol can lead to
misunderstandings, it is not used with numbers in the worksheets at the end of this publication. The
symbol is -used in formulas in the text.
= Deviation depth IDepth collectedf in gauge i —average application depth]
"i".refers toahe gauge number.
11. Add amounts in #10 to get "sum. of the deviations" from the average depth and divide by the number of
gauges to get the average deviation.
Sum of deviations (add amounts computed in #10)
Average deviation depth
Number of gauges within effective lane spacing
12.The precipitation rate (inches/hour) is computed by dividing the averageapplication depth (inch) (#9) by
the application time (hours) (#5)
--Average application depth (inch)
Precipitation`rate=
Application time (hours)

HARD HOSE AND CABLE TOW TRAVELER
IRRIGATION SYSTEMS
CALIBRATION PROCEDURES (continued)
13. Compute the average travel speed
Distance traveled (feet)
Average travel speed =
Time (minutes)
74. Determine the application uniformity. The application uniformity is often computed using the
mathematical formula referred to as the Christiansen uniformity Coefficient.
It is computed as follows:
Average depth (#9) - Average deviation (#1 1)
U X 100
` Average depth (##9)
15.Interpret the calibration results. The higher the index value, the more uniform the application. An index of
106 would mean that the uniformity is perfect — the exact same amount was collected in every gauge.
For travelers with proper overlap and operated in light wind, an application uniformity greater than 85 is
common.
Application uniformity between 70 to 85 is in the "good" range and is acceptable for wastewater
application.
Generally, an application uniformity below 70 is considered unacceptable for wastewater irrigation using
travelers_ If the computed Uc is less than 70, system adjustments are required. Contact your irrigation
dealer or Certified Technical Specialist for assistance.
Table 1. Example calibration data for a traveling gun system operated in parallel lanes. Lane
spacing 70 percent of sprinkler wetted diameter.
a. Manufacturers' Specifications: Gun Model 150 Type Taper Bore
Nozzle Dia. 0.2 inch Pressure (Gun) 74 psi Reel 10. S psi
Wetted diameter 320 ft Effective Spacing 224 ft Flow 197_GPM
Hose Size: Length 800 ft Diameter -Lin
b. Spacing between collection containers (spacing 320 (ft) 16) = 20 ft
c. Number of gauges = 16
d. Start of Irrigation event 7:15 a.m.
e. End of Irrigation event 9:00 a.m.
f.. Duration (e-d)- 105 minutes
g. Travel distance_ 3z0 feet
h. Operate the system and collect data.

Field Calibration Procedures
for Animal Wastewater Application Equipment
Table 1. Calibration Data (continued)
Gauge Distance Volume Overlap
Corrected
Deviation
No. from Center Collected Adjustment
Volume
from Average*
(feet) (inches) (inches)
(inches)
(inches)
Ll 10 .94
.94
.235 (1 - j)
L2 30 .80
.80
.095 (2 - j)
L3 50 .59
.59
.115 ( etc)
L4 70 .61
.61
.095
L5 90 .50 .13
.63
.075
1-6- 110 .42 .20
.62
.085
L7 130 .33
L8 150 .07
R1 10 .73
.73
.025
R2 30 .81
.81
.105
R3 50 .92
.92
.215
R4 70 .64
.64
.0.65
R5 90 .50 .07
.57
.135
R6 110 .27 .33
.60
.105
R7 130 .20
R8 150 .13
'Absolute value; treat all values as positive.
L Sum of all volumes collected in #h 8.46 inches
j. Average catch (i/number of gauges within effective width (12)
0.705 inches
Distance traveled (ft)
320 ft
k. Compute the average travel speed =
-
_- 3.04 ft/min
lime (min)
105 min
average depth (inches) 0.705 in
1. Precipitation rate = I _ = 0.40 in hr
application time (hour) 1.75 hr
m. Sum of deviations from the average catch 1.356
n. Average deviation from average catch (m/12) 0.113
o. Uniformity coefficient
0.705 - 0.113
Ut= X 100=8_4
0.7Q5
:
p. Interpret results. Uniformity coefficient of 84 is in the good range for a traveler
system. No adjustment
is necessary.
e-\

HARD HOSE AND CABLE TOW TRAVELER
IRRIGATION SYSTEMS
Irrigation System Calibration Data Sheet for Hard Hose Traveler Irrigation System
DATE: Land Owner Farm No.
a. Manufacturers' Specifications: Gun Model Type
Nozzle Dia. _ in Pressure (Gun) (Reel)
Wetted diameter ft Effective Spacing ft Flow GPM
Hose Size: Length ft Diameter in
b. Spacing between collection containers (diameter -eft) / 1 6) = ft
C. wetted diameter (ft)
Number of gauges =
gauge spacing (ft)
d. Start of Irrigation event
e. End of Irrigation event
f. Duration (e-d) min
o..�ua, d ve.ef
g_ Travel distance feet
h. Operate the system, collect data,
and record on the worksheet on page 8.
I. Sum of all catches inches
j. Average catch (i/number of gauges) inches
Distance traveled (ft)
k. Average travel speed =
Time (min)
I. Sum of all deviations from the average catch
m. Average deviation from average catch
n. Uniformity coefficient
U = x 100 =
S _ rrII
V)
L— 1 line 2
eeel url - an on
Left 6ighl
e 7 6 s+! i 1 1 2 2 l 3 6 7 6
0 0 0 a a a 0 0 a 00 0 a o 0 a
I Lot ought I Gn I
6 716 S e 1 2 1 1 2 1 s! 6 7 cR
a al0 a 0 0 0 O 0 0 a 0 0 0 O
122
rue ree'�e` —9
1
1
I I I
I i I
Interpret the calibration data and make necessary adjustments.
For travelers with proper overlap and operated in light wind, an application uniformity Coefficient greater than
85 is common.
Application uniformity between 70 to 85 is in the "good" range and is acceptable for wastewater application.
Generally, an application uniformity below 70 is considered unacceptable for wastewater irrigation using
travelers. If the computed U, is less than 70, system adjustments are required. Contact your irrigation dealer or
Certified Technical Specialist for assistance.
0

Field Calibration Procedures
for Animal Wastewater Application Equipment
Calibration Data (continued)
Gauge Distance Volume overlap Corrected Deviation
No. from Center Collected Adjustment Volume from Average"
(feet) (inches) (inches) (inches) (inches)
Ll
L2
L3
L4
L5
L6
U .
L8
L9
L10
R1
R2
R3
R4
R5
R6
R7
R8
R9
Ri 0
'Absolute value;
treat all values as positive. Reel cart
Left Night
Row of 8 7 6 S 4 3' 2 1 1 2 3 4 5 6 7 8
m3wction 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
gauges
Gun
Cart
Mection of Vavel
VMted diameter At wait one +vetted
(320 feet) diameter end of field

o�0� W ATEgp�
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Catalina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
December 1, 2006
CERTIFIED MAIL
RETURN RECEIPT REQUESTED j
Sandy A Evans
Sandy Evans 1-18
1305 Marietta Rd i „ ,-
Fairmont, NC 283406753
Subject: Application for Renewal of Coverage for Expiring NPDES General Permit
Dear Per mittee-
Your facility is currently approved for operation under one of the Animal Waste Operation NPDES General Permits, which expire on
July 1, 2007. Due to changes in federal rules, facilities that do not discharge nor propose to discharge may choose whether or not to
retain coverage under an NPDES General Permit. Copies of the draft animal waste operation NPDES general permits and the State
Non -Discharge General Permits are available at http://h2o.enrr.state.nc.uslaps/afou/downloads.htm or by writing or calling:
NCDENR— DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued covers a under one of these two es of general pprmits, you must submit an application for permit
coverage to the Division. Enclosed you will find a 'Request for Certificate of Coverage Facility Currently Covered by an Expiring
NPDES General Permit.' The armlication form must be completed and returned by January 2, 2007. Please note, you must include
two 2 copies of your most recent Waste Utilization Plan with the application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the draft general permits, the enclosed application, or any related matter please feel free to contact the
Animal feeding Operations Unit staff at 919-733-3221.
Sincerely,
Ted L. Bush, Jr., Chief
Aquifer Protection Section
Enclosures
cc (w/o enclosures): Robeson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files - 780033
Prestage Farms Inc
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636
Internet: www,ncwatenqualitv.org location: 2728 Capital Boulevard Raleigh, NC 27604
An Equal Opportun4fAiBrmative Action Employer- 50% Recytiedl10% Post Consumer Paper
Telephone:
Fax 1:
Fax 2:
Customer Service:
taWturdill
Carolina
(919)lf
[phone]
[phone]
[phone]

0 -7$-33
046
Waste Utilization Plan
Producer:
Sandy Evans
Name of Farm:
Sandy Evans 1-10
Location:
1305 Marietta Rd.
Fairmont NC 28340
Phone:
910-628-6498
Type of Operation:
Feed -Finish
Number of Animal:
7350
Storage Structure:
Anaerobic Lagoon
Method of Application:
Irrigation
Amount of waste produced per year:
Amount of plant available N (PAN) producedlyear:
County:
R. f
;obe
1AN L 3
n
OM-FAYEUFALLE REGIOMLG-I ICE
13965 ton/year
16905 Ibs.lyear
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface water and/or groundwater. The plant nutrients in the animal waste
should be used to reduce the amount of commercial fertilizer required for the crops in the
fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in the implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally
safe manner.
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall not be applied to land eroding at more than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are
established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is
frozen. Either of these conditions may in runoff to the surface waters which is not
allowed under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor problems.
6. To maximize the value of the nutrients for crops production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied not more than 30 days
prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will
conserve nutrients and reduce odor problems.
This plan is based on the waste application method shown above. If you choose to change methods
in the future, you need to revise this plan. Nutrient levels for different applications methods are
not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. In some cases you may want to have plant analysis made, which

Sandy vans 1-10
Page 2
could allow additional waste to be applied. Provisions shall be ;-Wade for the area receiving
waste to be flexible so as to accommodate changing waste analysis content and the crop type.
Lime must be applied to maintain pH in the optimum range for specific crop production. This
waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
211.0217 adopted by the Environmental Management Commission.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract No.
Field No.
Soil Type
Crop
Code
Yield/AC
Lbs. N
unit
Acres
Lbs N
Used
Month to
Apply
Lbs. N
Per Ac.
4448
1
DpA
BC
5.1
50
6.5
1658
APR-SEP
255
4448
2
DpA
BC
5.1
50
5.1
1301
APR-SEP
255
4448
3
DpA
BC
5.1
50
5.3
1352
APR-SEP
255
4448
3A
Dn
BC
4.5
50
2.01
450
APR-SEP
225
4448
4
Co
BC
3-4
50
4.4
748
APR-SEP
170
4448
5
D A
Bc
5.1
50
4.5
1148
APR-SEP
255
4448
6
KaA
BC
5A
50
1.4
378
Ar R-SEP
270
4448
7
D A
BC
5.1
50
3.9
995
APR-SEP
255
4448
8
KaA
BC
5.4
50
3.1
837
APRSEP
270
4448
9
Dn
BC
4.5
50
3.3
743
APR-SEP
225
4448
10
WkB
BC
4.2
50
5ji
1113
APR-SEP
210
4448
ALL
SG
1
50
44.8
2240
SEP-APR
50
5341
11
DpA
BC
5.1
50
3.45
880
APR-SEP
255
5341
12
MaA
BC
5.1
50
2.76
704
APR-SEP
255
5341
13
Pa
BC
4.7
50
4.90
1152
APR-SEP
235
5341
14
Pa
Bc
4.7
50
4.60
1081
APR-SEP
235
5341
15
Pa
BC
4.7
50
4.21
989
APR-SEP
235
5341
ALL
SG
1 1
50
19.92
9961
SEP-APR 1
50
Total - 64.72 18761 lbs.
BC = Coastal Bermuda (Controlled Grazed) Available Nitrogen 16905 lbs.
SG = Small Grain - Overseeded Surplus or deficit -1856 lbs.
Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply
the waste in a timely manner.

Sandy Evans 1-10
Page 3
The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future,
regulations may require farmers in some parts of North Carolina to have a nutrient management plan that
addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields (i.e. small grain, etc. interseeded in bermudagrass), forage must be removed through
grazing, hay and for silage. Where grazing, plants should be grazed when they reach a height of six to nine
inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain
etc. is to be removed for hay or silage, care should be exercised not to let small grain to reach materity,
especially late in the season ( i.e. April or May) Shading may result if small grain gets too high and this will
definitely interfere with the stand of bermudagrass. This loss of stand will result in reduced yields and less
nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal
situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage
two to three times during the season, depending on the time small grain is planted in the fall.
The ideal time to interplant small grain, etc. is late September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a height of about two inches before drilling for best
results.
Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning
may occur in livestock. Sampling forage or hay for nitrate levels is recommended.
Acres shown in the tables are considered to be the usable acres excluding required buffers, filters strips along
ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to
equipment limitations. Actual total acres in the field listed may, and most likely will be, more than the acres
shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
12111V1DIt1:111al=11111 91*lkkq
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 2646 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 13230 lbs. of PAN to utilize. Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 44
acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need 106
acres of land. Please be aware that these are only estmates of the PAN and the land needed. Actual
requirements could vary by 25% depending on the sludge waste analysis, soil types, realistic yields, and
application methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that
runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water
droplet size, and organic solids. The application amount should not exceed the available water holding capacity

Sandy Evans 1-10 Page 4
of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of
the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and
irrigation designer to ensure that an irrigation system -is installed to properly irrrigate the acres shown in tables.
Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan
invalid.
The following table is provided as a guide for establishing application rates and amounts.
Tract No.
Field No.
Soil Type
Crop
Code
Applic.
Rate inlhr
Applic.
Amount
4448
1
D A
Be
0.40
1.0
4448
2
D A
BC
0.40
1.0
4448
3
D A
BC
0.40
1.0
4448
3A
Dn
BC
0.50
1.0
4448
4
Co
BC
0.35
1.0
4448
5
D A
BC
0.40
1.0
4448
6
KaA
BC
0.50
1.0
4448
7
D A
BC
0.40
1.0
4448
8
KaA
BC
0.50
1.0
4448
9
Dn
BC
0.50
1.0
4448
10
WkB
BC
0.75
1.0
4448
ALL
SG
0.50
1.0
5341
11
D A
BC
0.40
110
5341
12
MaA
BC
0.40
1.0
5341
13
Pa
8C
0.75
1.0
14
Pa
BC
0.75
1.0
45341
5341
15
Pa
I
eC
0.75
1.0.
5341
ALL
SG
0.5
1.0

Sandy Evans 1-10 - Page 5
This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the
crop is not over applied. In many situations the application amount shown cannot be applied because of the
nitrogen limitations. The maximum application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the
average of once every 6 months. In no instances should the volume of the waste be stored in your structure
be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour
storm.
It is the responsibility of the producer and the waste applicator to ensure that the spreader equipment is operated
properly to apply the correct rates shown in the tables. Failure to apply the recommended, rates and amounts of
nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you have receive the waste analysis report for assistance in determining the
amount of waste per acre and the proper application rate prior to appling the waste.
NARRATIVE OF OPERATION

Page 6
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Sandy Evans 1-10
Owner/Manager Agreement Sandy Evans
I (we) understand and will follow and implement the specifications and the operation and maintenance proce-
dures established in the approved animal waste utilization plan for the farm named above. I (we) know that any
expansion to the existing design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the North Carolina Division of Water Quality
before the new animals are stocked_ I (we) also understand that there must be no discharge of animal waste
from this system to the surface waters of the state from a storm event'less severe than the 25-year, 24 hour
storm.The approved plan will be filed on -site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility
Signature:
Name of Manager (if different from owner)
Signature:
Name of Person Preparing Plan
Affiliation: Prestage Farms, Inc.
Address: P.O. Box 438
Clinton, NC 28329
G. Glenn Clifton
Phone: [phone]
Date: is/to a S
Date:
Signature: 04, AL-�_ "t-111-- Date: 8 1, o e

Evans Farm
Scale: 1 *=="

Sheets
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Evans Farm
Address: 1305 Marietta Rd.
Fairmont, NC 28340
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
Number (acres) .
Soil Type Slope % Crop(s)
County: Robeson
Date: 7/25/2005
Maximum
Maximum
Application
Application
per Irrigation
Rate
Cycle
(In/hr)
(inches) Comments
1
345
<5
Bermuda, Small Grain
0.5
.5-1
2
2.76
<5
Bermuda, Small Grain
0.5
.5-1
*change in arc required
3
4.9
<5
Bermuda, Small Grain
0.5
.5-1
4
4.6
<5
Bermuda, Small Grain
0.5
.5-1
5
4.21
<5
Bermuda, Small Grain
0.5
.5-1
change in arc required

Sheet2
SABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 2625 and 3250 Cadman Travellers
Field No, Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Are
Hvdrant No. (ftlmin) (in/hr.) Width(ft.) Length(ft) (feet) (Inches) at Gun(psi) at reel(psi) Pattern Comments - Acres per pull

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler (g m)
182
Operating Pressure at Pump (psi)
105.4
Design Precipitation Rate inlhr)
0.33
Hose Length feet
900,975
xxxxxx CX
Type of Speed_ Compensation
Mechanical
xxxxx xx
Pump Type PTO, En ine, Electric)
En ine
Pump Power Requirement h
20.3
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.)
90 degree bend
4.94
Dead End
3.5
Tee
2.45
Gate Valve
3.5
45 degree bend
2.66
Page 1

Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Private
Address: 1635 W. Wards Bridge Rd. Warsaw, NC 28398
Phone: [phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer *eas whe?6 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 ali thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 50' or wider must be maintained between the'limits of the Irrigation system and all
perennial streams and surface waters per NC Statutes.

a
Sheet6
Narrative of Irrigation System Operation
This wetted acreage determination is for an existing spray field for this farm. Risers 4 and
5 were added to this farms wetted acreage in 2004. Producer owns two travellers, a 2625
Cadman, and a 3250 Cadman. Each of these reels have Nelson 150 guns. Producer should
use a 1.08" Ring nozzle, operated at 60psi gun pressure for all pulls. The 2625 traveller will lose
5 psi additional pressure due to the smaller I.D. of the supply hose. Each year, the system
should be calibrated to insure that +_15% of the 290' specified diameter is being achieved.
The 3250 traveller should be used for pulls 2 and 3.
Producer is familiar with the operation of the equipment specified. Any additional information
needed with regards to calibration, winterization, or other operational features should be requested
from either the irrigation dealer or the system designer.

Sheet7
CALCULATIONS
Sprinkler Specifications
Sprinkler Type:
Nelson 150
Nozzle Size:
1.08 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
182 gpm
Wetted Diameter:
290 feet *based on 2004 calibration.
Lane Spacings
Desired Spacing (%):
70 %
Design Spacing(feet):
203 *PVC irrigation pipe normally comes in 20' pieces,
so round to the'nearest multiple of 20.
Actual Spacing (feet):
200 feet
Actual Spacing.(%):
69 %
Application Rate
Application Rate = (96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.33 in/hr
300 degree arc =
0.39 in/hr
220 degree arc =
0.54 in/hr
180 degree arc =
0.66 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.5 inches
300 degree arc =
2.92 ft/min
220 degree arc =
3.51 ft/min
180 degree arc =
5.84 ft/min
Mainline Veloci
Velocity = .408 x Flowrate 1 pipe diameter squared feet/sec.**
**For buried pipelines, velocity
should be below 5 feet per second
Pipe size:
6 inches
Velocity=
2.06 ftlsec.
Page 1

Sheet?
r--- Maximum Mainline Friction Loss
Most distant hydrant: 1
Total distance: 1100 feet
Friction Loss is figured using HazenfWilliam's Equation
Friction Loss= 0.24 feet/100 feet
Max. Mainline Loss = 2.7 feet or 1.2 psi
Total Dvnamlc Head
Sprinkler Pressure:
60 psi
Loss through traveller:
35 psi
Elevation head:
2 psi
Mainline loss:
1.2 psi
Suction head and lift:
2.2 psi
5% fitting loss:
5.0 psi
TOTAL(TDH) =
105.4 psi or
Horsepower Required
Horsepower = Flowrate x TDH(feet)139601 Pump effeciency
Pump Description: Berkeley B3JQBM
Pump Efficiency: 55 %
Horsepower Required: 20.3 Hp
Thrust Blocking
Thrust Block Area = Thrust / Soil Bearing Strength
Thrust: 4200 feet
Soil Bearing Strength:
1200 feet
End Cap:
3.5 ft2
90 degree elbow:
4.9 ft2
Tee:
2.5 ft2
45 degree elbow:
2.7 ft2
Pine Pressure Ratina Check
243.4 feet
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 105.4 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 2

Sheet7
-- NPSHA: 22
NPSHR: 7 *from pump curve
If NPSHA>NPSHR OK
Page 3

Acreage calculations
Pull No. Width
Length Start
Stop
i 245
391
0.69
12 185
448
0.37
13 200
825
0.62
14 200
825
0.44
15 205
758
0.45
Total Acres
0.56
3.45
0.49
2.76
0.49
4.90
0.37
4.60
0.19
4.21
19.91

Waste Utilization Plan
Producer:
Sandy Evans County: Robeson
Name of Farm:
Sandy Evans 11-18
Location:
1305 Marietta Rd.
Fairmont NC 28340
Phone:
910-628-6498
Type of Operation:
Feed -Finish
Number of Animal:
5880
Storage Structure:
Anaerobic Lagoon
Method of Application:
Irrigation
Amount of waste produced per year: 11172 ton/year
Amount of plant available N (PAN) produced/year: 13524 lbs./year
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface water and/or groundwater. The plant nutrients in the animal waste
should be used to reduce the amount of commercial fertilizer required for the crops in the
fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in the implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally
safe manner.
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste_ Do not -apply more nitrogen than'the crop can utilize.
2. Soil types are. important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall not be applied to land eroding at more than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are
established.
4. Do not apply waste on saturated soils , when it is raining, or when the surface is
frozen. Either of these conditions may in runoff to the surface waters which is not
allowed under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor problems.
6. To maximize the value of the nutrients for crops production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied not more than 30 days
prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will
conserve nutrients and reduce odor problems.
This plan is based on the waste application method shown above. If you choose to change methods
in the future, you need to revise this plan. Nutrient levels for different applications methods are
not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. In some cases you may want to have plant analysis made, which

Sandy Evans 11-18 Page 3
The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future,
regulations may require farmers in some parts of North Carolina to have a nutrient management plan that
addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields (i.e. small grain, etc. interseeded in bermudagrass), forage must be removed through
grazing, hay and /or silage. Where grazing, plants should be grazed when they reach a height of six to nine
inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain
etc. is to be removed for hay or silage, care should be exercised not to let small grain to reach materity,
especially late in the season ( i.e. April or May) Shading may result if small grain gets too high and this will
definitely interfere with the stand of bermudagrass. This loss of stand will result in reduced yields and less
nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal
situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage
two to three times during the season, depending on the time small grain is planted in the fall.
The ideal time to interplant small grain, etc. is late September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a height of about two inches before drilling for best
results.
Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning
may occur in livestock. Sampling forage or hay for nitrate levels is recommended.
Acres shown in the tables are considered to be the usable acres excluding required buffers, filters strips along
ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to
equipment limitations. Actual total acres in the field listed may, and most likely will be, more than the acres
shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates.
The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients
or other elements. Your production facility will produce approximately 2117 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 10584 lbs. of PAN to utilize. Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 35
acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen peracre you will need 85
acres of land. Please be aware that these are only estmates of the PAN and the land needed. Actual
requirements could vary by 25% depending on the sludge waste analysis, soil types, realistic yields, and
application methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that
runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water
droplet size, and organic solids. The application amount should not exceed the available water holding capacity

Sandy Evans 11-18 Page 4
of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of
the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and
irrigation designer to.ensure that an irrigation system is installed to properly irrrigate the acres shown in tables.
Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan
invalid.
The following table is provided as a guide for establishing application rates and amounts.
Tract No.
Field No.
Soil Type
Crop
Code
Applic.
Rate in/hr
Applic.
Amount
3372
1
LaB
BC
0.75
1.0
3372
2
LaB
BC
0.75
1.0
3372
3
LaB
BC
0.75
1.0
3372
• 4
WaB
BC
0.60
1.0
3372
5
Jo
BC
0.45
1.0
3372
6
WkB
BC
0.75
1.0
3372
6A
Jo
BC
0.45
1.0
3372
7 '
DpB
BC
0.40
1.0
3372
8
WaB
BC
0.60
1.0
3372
9
DpB
BC
0.40
1.0
3372
10
MaB
BC
0.40
1.0
3372
ALL
SG
0.50
1.0
ACRES WITH NOTARIZED AGREEMENT
4447
11
FaB
BH
0.40
1.0
4447
12
DpB
BC
0.40
1.0
4447
13
DpB
BC
0.40
1.0
4447
14
FaB
BH
0.40
1.0
5341
12&13
SG
0.40
1.0

Sandy Evans 11 -18_ Page 5
This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the
crop is not over applied. In many situations the application amount shown cannot be applied because of the
nitrogen limitations. The maximum application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the
average of once every 6 months. In no instances should the volume of the waste be stored in your structure
be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour
storm.
It is the responsibility of the producer and the waste applicator to ensure that the spreader equipment is operated
properly to apply the correct rates shown in the tables. Failure to apply the recommended. rates and amounts of
nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you have receive the waste analysis report for assistance in determining the
amount of waste per acre and the proper application rate prior to appling the waste.
NARRATIVE OF OPERATION

Page 6
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Sandy Evans 11-18
Owner/Manager Agreement Sandy Evans
I (we) understand and will follow and implement the specifications and the operation and maintenance proce-
dures established in the approved animal waste utilization plan for the farm named above. I (we) know that any
expansion to the existing design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the North Carolina Division of Water Quality
before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste
from this system to the surface waters of the state from a storm event less severe than the 25-year, 24 hour
storm.The approved plan will be filed on -site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of
Signature:
Sandy Evans
Name of Manager (If 6ifferent from owner)
Signature:
Name of Person Preparing Plan: G. Glenn Clifton
Affiliation: Prestage Farms, Inc.
Address: P.O. Box 438
Clinton, NC 28329
Phone: [phone]
Date: 8110f o5
Date:
Signature: -� . .9(,,,,._._ cL._� Date: 8 to 0

F�tyti
�� ra
-s r
C 7.
9
0
1 �
r1:

Field Calibration Procedures
for Animal Wastewater Application Equipment
Table 1. Calibration Data (continued)
Gauge Distance Volume Overlap
Corrected
Deviation
No. from Center Collected Adjustment
Volume
from Average*
(feet) (Inches) (inches)
(inches)
(inches)
Ll 10 .94
..94
.235 (1 - j)
L2 30 .80
.80
.095 (2 - j)
L3 50 .59
.59
.115 ( etc)
L4 70 .61
.61
.095
L5 90 .50 .13
.63
.075
L6- 110 .42 .20
.62
.085
LT 130 .33
L8 150 .07
RI 10 .73
.73
.025
R2 30 .81
.81
.105
R3 50 .92
.92
.215
R4 70 .64
.64
.065`
R5 90 .50 .07
..57
.135
R6 110 .27 .33
.60
.105
R7 130 . .20
R8 150 .13
*Absolute value; treat all values as positive.
L Sum of all volumes collected in #h 8.46 inches
j. Average catch (i/number of gauges within effective width (12)
0.705 inches
Distance traveled (ft)
320 ft
k. Compute the average travel speed = - - -
-
= 3.04 it/min
Time (min)
105 min
average depth (inches) 0.705,in
I_ Precipitation rate = * _ = 0.40 i hr
application time (hour) 1.75 hr
m. Sum of deviations from the average catch 1.156
n. Average deviation from average catch (m/12) 0,113
o. Uniformity coefficient
0.705 - 0.113
- U,= X100=844
. 0.705
p. Interpret results. Uniformity coefficient of 84 is in the good range for a traveler system. No adjustment
is necessary.

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 2625 and 3250 Cadman Travellers
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. (fllmin) (in/hr.) Width(ft.) Length(ft) (feet) (Inches) at Gun(psi) at reel(psi) Pattern Comments - Acres per pull
1
3.51
0.54
235
900
290
1.08
60
95
220
5.47
2
3.51
0.54
190
85
290
1.08
60
95
220
0.68
3
3.51
0.54
218
601
290
1.08
60
95
220
3.57
4
3.51
0.54
188
293
290
1.08
60
95
220
1.80
5
2.92
0.39
220
269
290
1.08
60
95
330
2.17
6
2.92
0.39
220
272
290
1.08
60
95
330
2.18
7
2.92
0.39
220
265
290
1.08
60
95
330
2.15
8
2.92
0.39
220
258
290
1.08
60
95
330
2.11
9
2.92
0.39
223
355
290
1.08
60
95
330
2.65
10
3.51
0.54
188.
678
290
1.08
60
95
220
3.48
11
2.92
0.39
220
651
290
1.08
60
95
330
4.10
12
2.92
0.39
220
538
290
1.08
60
95
330
3.53
13
5.84
0.66
110
0
290
1.08
60
95
180
0.41
14
5.84
0.66
125
362
290
1.08
60
95
180
1.47
35.77

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler (gpm)
182
Operating Pressure at Pump (psi)
107.6
Design Precipitation Rate (inlhr)
0.33
Hose Length (feet)
900,975
XXXXXXxx
Type of Speed'Com ensation
Mechanical
XXXXXXXX
Pump Type (PTO, Engine, Electric)
Engine
Pump Power Requirement (hp)
20.8
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.)
90 degree bend
4.94
Dead End
3.5
Tee
2.45
Gate Valve
3.5
45 degree bend
2.66
Page 1

Sheets
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Private
Address: 1635 W. Wards Bridge Rd. Warsaw, NC 28398
Phone: [phone] f `
7
Required Documentation CY /; r
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer reas wher applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in -the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer,
NOTE: A buffer strip of 54' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This wetted acreage determination is for an existing spray field for this farm. Risers 3 -
14 were are being added to this farms wetted acreage. Producer owns two travellers, a 2625
Cadman, and a 3250 Cadman. Each of these reels have Nelson 150 guns. Producer Should
use a 1.08" Ring nozzle, operated at 60psi gun pressure for all pulls. The 2625 traveller will lose
5 psi additional pressure due to the smaller I.D. of the supply (rose. Each year, the system
should be calibrated to insure that +-15% of the 290' specified diameter is being achieved.
The 3250 traveller should be used for pulls 2 and 3.
Producer is familiar with the operation of the equipment specified. Any additional information
needed with regards to calibration, winterization, or other operational features should be requested
from either the irrigation dealer or the system designer.

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size:
1.08 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
182 gpm
Wetted Diameter:
290 feet *based on 2004 calibration.
Lane Spacings
Desired Spacing (%):
70
Design Spacing(feet):
203 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
200 feet
Actual Spacing (%}:
69 %
Application Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.33 in/hr
300 degree arc =
0.39 in/hr
220 degree arc =
0.54 in/hr
180 degree arc =
0.66 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app_ (in.) =
0.5 inches
300 degree arc =
2.92 ft/min
220 degree arc =
3.51 ft/min
180 degree arc =
5.84 fUmin
Mainline Velocity
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.**
**For buried pipelines, velocity
should be below 5 feet per second
Pipe size:
6 inches
Velocity=
2.06 ft/sec.
Page 1

Sheet?
Maximum Mainline Friction Loss
Most distant hydrant: 3
Total distance: 3100 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.24 feet/100 feet
Max. Mainline Loss = 7.5 feet or 3.3 psi
Total Dvnamic Head
Sprinkler Pressure:
60 psi
Loss through traveller:
35 psi
Elevation head:
2 psi
Mainline loss:
3.3 psi
Suction head and lift:
2.2 psi
5% fitting loss:
5.1 psi
TOTAL(TDH) =
107.6 psi or
Horsepower Required
Horsepower = Flowrate x TDH(feet)139601 Pump effeciency
Pump Description: Berkeley B3JQBM
Puma Efficiency: 55 0/0
Horsepower Required: 20.8 Hp
Thrust Blocking
Thrust Block Area = Thrust / Soil Bearing Strength
Thrust:
4200 feet
Soil Bearing Strength:
1200 feet
End Cap:
3.5 ft2
90 degree elbow:
4.9 ft2
Tee:
2.5 ft2
45 degree elbow:
2.7 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 107.6 psi
70% of Pressure Rating: 140 psi
248.5 feet
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 2

Sheet?
N PSHA: 22
NPSHR: 7 'from pump curve
If NPSHA>NPSHR OK
Page 3

Waste Utilization Plan
Producer:
Sandy Evans
Name of Farm:
Sandy Evans 11-18
Location:
1305 Marietta Rd.
Fairmont NC 28340
Phone:
910-628-6498
Type of Operation: Feed -Finish
Number of Animal: 5880
Storage Structure: Anaerobic Lagoon
Method of Application: Irrigation
Amount of waste produced per year:
Amount of plant available N (PAN) produced/year:
County: Robeson
11172 ton/year
13524 Ibs.lyear
MAY 1.4 2011
DWQ
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface water and/or groundwater. The plant nutrients in the animal waste
should be used to reduce the amount of commercial fertilizer required for the crops in the
fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in the implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally
safe manner.
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall not be applied to land eroding at more than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are
established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is
frozen. Either of these conditions may in runoff to the surface waters which is not
allowed under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor problems.
6. To maximize the value of the nutrients for crops production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied not more than 30 days
prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will
conserve nutrients and reduce odor problems.
This plan is based on the waste application method shown above. If you choose to change methods
in the future, you need to revise this plan. Nutrient levels for different applications methods are
not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. In some cases you may want to have plant analysis made, which

Sandy Evans 11-18
Page 2
could allow additional waste to be applied_ Provisions shall be made for the area receiving
waste to be flexible so as to accommodate changing waste analysis content and the crop type.
Lime must be applied to maintain pH in the optimum range for specific crop production. This
waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract No.
Field No.
Soil Type
Crop
Code
YieldlAc
Lbs. N
unit
Acres
Lbs N
Used
Month to
4ply
Lbs. N
Per Ac.
3372
1
LaB
BC
3.8
50
3.0
570
APR-SEP
190
3372
2
LaB
BC
3.8
50
2.7
513
APR-SEP
190
3372
3
LaB
BC
3.8
50
1.5
285
APR-SEP
190
3372
4
WaB
BC
4.7
50
1.9
447
APR-SEP
235
3372
5
Jo
BC
4.2
50
4.1
861
APR-SEP
210
3372
6
WkB
BC
42
50
3.3
693
APR-SEP
210
3372
6A
Jo
BC
4.2
50
4.2
882
APR-SEP
210
3372
7
D B
BC
5.1
50
5.8
1479
APR-SEP
255
3372
8
WaB
BC
4.7
50
5.5
1293
APR-SEP
235
3372
9
D B
BC
5.1
50
5.3
1352
APR-SEP
255
3372
10
Ma6
BC
5.1
50
5.5
1403
APR-SEP
255
3372
ALL
I SG
1
50
42-81
2140
SEP-APR
50
ACRES WITH NOTARIZED AGREEMENT
4447
11
FaB
BH
6.0
50
2.4
720
APR-SEP
300
4447
12
D B
BC
5.1
50
2.7
689
APR-SEP
255
4447
13
D B
BC
5.1
50
3.3
842
APR-SEP
255
4447
14
FaB
BH
6.0
50
4.6
1380
APR-SEP
300
5341
12&13
SG
1
50
6.0
3001
SEP-APR
50
Total 55.8 15846 lbs.
BC = Coastal Bermuda (Controlled Grazed) Available Nitrogen 13524 lbs.
SG = Small Grain - Overseeded Surplus or deficit -2322 lbs.
BH = Coastal Bermuda - Hay
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.

Sandy Evans 11-18 Page 3
The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future,
regulations may require farmers in some parts of North Carolina to have a nutrient management plan that
addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields (i.e. small grain, etc. interseeded in bermudagrass), forage must be removed through
grazing, hay and for silage. Where grazing, plants should be grazed when they reach a height of six to nine
inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain
etc. is to be removed for hay or silage, care should be exercised not to let small grain to reach materity,
especially late in the season ( i.e. April or May) Shading may result if small grain gets too high and this will
definitely interfere with the stand of bermudagrass. This loss of stand will result in reduced yields and less
nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal
situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage
two to three times during the season, depending on the time small grain is planted in the fall.
The ideal time to interplant small grain, etc. is late September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a height of about two inches before drilling for best
results.
Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning
may occur in livestock. Sampling forage or hay for nitrate levels is recommended.
Acres shown in the tables are considered to be the usable acres excluding required buffers, filters strips along
ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to
equipment limitations. Actual total acres in the field listed may, and most likely will be, more than the acres
shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates.
The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients
or other elements. Your production facility will produce approximately 2117 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 10564 lbs. of PAN to utilize. Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 35
acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need 85
acres of land. Please be aware that these are only estmates of the PAN and the land needed. Actual
requirements could vary by 25% depending on the sludge waste analysis, soil types, realistic yields, and
application methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that
runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water
droplet size, and organic solids. The application amount should not exceed the available water holding capacity

Sandy Evans 11-18
Page 4
of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of
the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and
irrigation designer to ensure that an irrigation system is installed to properly irrrigate the acres shown in tables.
Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan
invalid.
The following table is provided as a guide for establishing application rates and amounts.
Tract No.
Field No.
Soil Type
Crop
Code
Applic.
Rate(inlhr)
Applic.
Amount
3372
1
LaB
BC
0.75
1.0
3372
2
LaB
BC
0.75
1.0
3372
3
LaB
BC
0.75
1.0
3372
4
WaB
BC
0.60
1.0
3372
5
Jo
BC
0.45
1.0
3372
6
WkB
BC
0.75
1.0
3372
6A
Jo
BC
0.45
1.0
3372
7
Q B
BC
0.40
1.0
3372
8
WaB
BC
0.60
1.0
3372
9
D
BC
0.40
1.0
3372
10
MaB
BC
0.40
1.0
3372
ALL
SG
0.50
1.0
ACRES WITH NOTARIZED AGREEMENT
4447
11
FaB
BH
0A0
1.0
4447
12
D B
BC
0.40
1.0
4447
13
DpB
BC
0.40
1.0
4447
14
FaB
BH
0A0
1.0
5341
12&13
SG
0.40
1.0

Sandy Evans 11-18
Page 5
This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the
crop is not over applied. In many situations the application amount shown cannot be applied because of the
nitrogen limitations. The maximum application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the
average of once. every B months. In no instances should the volume of the waste be stored in your structure
be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour
storm.
It is the responsibility of the producer and the waste applicator to ensure that the spreader equipment is operated
properly to apply the correct rates shown in the tables. Failure to apply the recommended rates and amounts of
nitrogen shown in the tables may male this plan invalid.
Call your technical specialist after you have receive the waste analysis report for assistance in determining the
amount of waste per acre and the proper application rate prior to appling the waste_
NARRATIVE OF OPERATION

Page 6
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Sandy Evans 11-18
Owner/Manager Agreement Sandy Evans
I (we) understand and will follow and implement the specifications and the operation and maintenance proce-
dures established in the approved animal waste utilization plan for the farm named above. I (we) know that any
expansion to the existing design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the North Carolina Division of Water Quality
before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste
from this system to the surface waters of the state from a storm event less severe than the 25-year, 24 hour
storm.The approved plan will be filed on -site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Sandy Evans
Signature: }
Name of Manager (If different from owner)
Signature:
Name of Person Preparing Plan: G. Glenn Clifton
Affiliation: Prestage Farms, Inc. Phone: [phone]
Address: P.O. Box 438
Clinton, NC 28329
Signature:
Date
Date:
Date: 5) 31 1 1

Waste Utilization Plan
Producer: Sandy Evans
Name of Farm: Sandy Evans 1-10
Location: 1305 Marietta Rd.
Fairmont NC 28340
Phone: [phone]
Type of Operation: Feed -Finish
Number of Animal: 7350
Storage Structure: Anaerobic Lagoon
Method of Application: Irrigation
Amount of waste produced per year:
Amount of plant available N (PAN) produced/year:
County: Robeson
13965 ton/year
16905 lbs./year
33
DENR--FRO
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface water and/or groundwater. The plant nutrients in the animal waste
should be used to reduce the amount of commercial fertilizer required for the crops in the
fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in the implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally
MAY 10 2011
DWQ
safe manner.
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall not be applied to land eroding at more than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are
established.
4. Do not apply waste on saturated soils , when it is raining, or when the surface is
frozen. Either of these conditions may in runoff to the surface waters which is not
allowed under DWO regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor problems.
6. To maximize the value of the nutrients for crops production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied not more than 30 days
prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will
conserve nutrients and reduce odor problems.
This plan is based on the waste application method shown above. If you choose to change methods
in the future, you need to revise this plan. Nutrient levels for different applications methods are
not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. In some cases you may want to have plant analysis made, which

Sandy Evans 1-10
Page 2
could allow additional waste to be applied. Provisions shall be made for the area receiving
waste to be flexible so as to accommodate changing waste analysis content and the crop type.
Lime must be applied to maintain pH in the optimum range for specific crop production. This
waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract No.
Field No.
Soil Type
Crop
Code
Yield/Ac.
Lbs. N
unit
Acres
Lbs N
Used
Month to 1
Apply
Lbs. N
Per Ac,
4448
1
D A
BC
5.1
50
6.5
1658
APR-SEP
255
4448
2
D A
Bc
5.1
50
5.1
1301
APR-SEP
255
4448
3
D A
BC
5.1
50
5.3
1352
APR-SEP
255
4448
3A
Dn
BC
4.5
50
2.0
450
APR-SEP
225
4448
4
Co
Bc
3.4
50
4.4
748
APR-SEP
170
4448
5
D A
BC
5.1
50
4.5
1148
APR-SEP
255
4448
6
KaA
BC
5.4
50
1.4
378
APR-SEP
270
4448
7
D A
BC
5.1
50
3.9
995
APR-SEP
255
4448
8
KaA
BC
5.4
50
3.1
837
APR-SEP
270
4448
9
Dn
BC
4.5
50
3.3
743
APR-SEP
225
4448
10
WkB
BC
4.2
50
5.3
1113
APR-SEP
210
4448
ALL
SG
1
50
44.8
2240
SEP-APR
50
5341
11
D A
BC
5.1
50
3.45
880
APR-SEP
255
5341
12
MaA
BC
5.1
50
2.76
704
APR-SEP
255
5341
13
Pa
BC
4.7
50
4.90
1152
APR-SEP
235
5341
14
Pa
BC
4.7
50
4.60
1081
APR-SEP
235
5341
15
Pa
BC
4.7
50
4.21
989
APR-SEP
235
5341
ALL
SG
1
50
19.92
996
SEP-APR
50
Total 64.72 18761 lbs.
BC = Coastal Bermuda (Controlled Grazed) Available Nitrogen 16905 lbs.
SG = Small Grain - Overseeded Surplus or deficit -1856 lbs.
Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply
the waste in a timely manner.

Sandy Evans 1-10 Page 3
The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future,
regulations may require farmers in some parts of North Carolina to have a nutrient management plan that
addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields (i.e, small grain, etc. interseeded in bermudagrass), forage must be removed through
grazing, hay and for silage. Where grazing, plants should be grazed when they reach a height of six to nine
inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain
etc. is to be removed for hay or silage, care should be exercised not to let small grain to reach materity,
especially late in the season ( i.e. April or May) Shading may result if small grain gets too high and this will
definitely interfere with the stand of bermudagrass. This loss of stand will result in reduced yields and less
nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal
situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage
two to three times during the season, depending on the time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a height of about two inches before drilling for best
results.
Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning
may occur in livestock. Sampling forage or hay for nitrate levels is recommended.
Acres shown in the tables are considered to be the usable acres excluding required buffers, filters strips along
ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to
equipment limitations. Actual total acres in the field listed may, and most likely will be, more than the acres
shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates.
The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients
or other elements. Your production facility will produce approximately 2646 lbs, of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 13230 lbs. of PAN to utilize. Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 44
acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need 106
acres of land. Please be aware that these are only estmates of the PAN and the land needed. Actual
requirements could vary by 25% depending on the sludge waste analysis, soil types, realistic yields, and
application methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that
runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water
droplet size, and organic solids. The application amount should not exceed the available water holding capacity

Sandy Evans 1-10
Page 4
of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of
the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and
irrigation designer to ensure that an irrigation system is installed to property irrrigate the acres shown in tables.
Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan
invalid.
The following table is provided as a guide for establishing application rates and amounts.
Tract No.
Field No.
Soil Type
Crop
Code
Applic.
Rate inthr
Applic.
Amount
4448
1
D A
BC
0.40
1.0
4448
2
D A
BC
0.40
1.0
4448
3
D A
BC
0.40
1.0
4448
3A
Dn
BC
0.50
1.0
4448
4
Co
BC
0.35
1.0
4448
5
D A
BC
0.40
1.0
4448
6
KaA
BC
0.50
1.0
4448
7
D A
BC
0.40
1.0
4448
8
KaA
BC
0.50
1.0
4448
9
Dn
BC
0.50
1.0
4448
10
WkB
BC
0.75
1.0
4448
ALL
SG
0.50
1.0
5341
11
D A
BC
0.40
1.0
5341
12
MaA
BC
0.40
1.0
5341
13
Pa
BC
0.75
1.0
5341
14
Pa
BC
0.75
1.0
5341
15
Pa
BC
0.75
1.0
5341
ALL
5G
0.5
1.0

Sandy Evans 1-10
Page 5
This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the
crop is not over applied. In many situations the application amount shown cannot be applied because of the
nitrogen limitations. The maximum application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the
average of once every 8 months. In no instances should the volume of the waste be stored in your structure
be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour
storm.
It is the responsibility of the producer and the waste applicator to ensure that the spreader equipment is operated
properly to apply the correct rates shown in the tables. Failure to apply the recommended rates and amounts of
nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you have receive the waste analysis report for assistance in determining the
amount of waste per acre and the proper application rate prior to appling the waste.
NARRATIVE OF OPERATION

Page 6
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Sandy Evans 1-10
Owner/Manager Agreement Sandy Evans
I (we) understand and will follow and implement the specifications and the operation and maintenance proce-
dures established in the approved animal waste utilization plan for the farm named above. I (we) know that any
expansion to the existing design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the North Carolina Division of Water Quality
before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste
from this system to the surface waters of the state from a storm event less severe than the 25-year, 24 hour
storm.The approved plan will be filed on -site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facile Owner, Sandy Evans
Signature:
Name of Manager (If different from owner)
Signature:
Name of Person Preparing Plan: G. Glenn Clifton
Affiliation: Prestage Farms, Inc. Phone: [phone]
Address: P.O. Box 438
Clinton, NC 28329
Signature:,�Qo,.�� C4.�
Date —3 - I
Date:
Date: S f 3 1 t

33
Waste Utilization Plan
Producer:
Sandy Evans
Name of Farm:
Sandy Evans 1-10
Location:
1305 Marietta Rd.
Fairmont NC 28340
Phone:
91 Q-628-6498
Type of Operation:
Feed -Finish
Number of Animal:
7350
Storage Structure:
Anaerobic Lagoon
Method of Application:
Irrigation
Amount of waste produced per year:
Amount of plant available N (PAN) produced/year:
an
w 41-VLP YCU FRO
APR 06 =
RECEIVED 1 DENR / DWQ
Aquifer PrntPctinn Sedo>n
APR a 12009
13965 ton/year
16905 lbs./year
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface water and/or groundwater. The plant nutrients in the animal waste
should be used to reduce the amount of commercial fertilizer required for the crops in the
fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in the implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally
safe manner.
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
__. 3. Normally waste shall not be applied to land eroding at more than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are
established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is
frozen. Either of these conditions may in runoff to the surface waters which is not
allowed under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor problems_
6. To maximize the value of the nutrients for crops production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied not more than 30 days
prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will
conserve nutrients and reduce odor problems.
This plan is based on the waste application method shown above. If you choose to change methods
in the future, you need to revise this plan. Nutrient levels for different applications methods are
not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. In some cases you may want to have plant analysis made, which

Sandy Evans 1-10
Page 2
could allow additional waste to be applied. Provisions shall be made for the area receiving
waste to be flexible so as to accommodate changing waste analysis content and the crop type.
Lime must be applied to maintain pH in the optimum range for specific crop production. This
waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract No.
Field No.
Soil Type
Crop
Code
Yield/Ac
Lbs. N
unit
Acres
Lbs N
Used
Month to
Apply
Lbs. N
Per Ac.
4448
1
D A
BC
5.1
50
6.5
1658
APRSEP
255
4448
2
D A
BC
5.1
50
5.1
1301
APR-SEP
255
4448
3
D A
BC
5.1
50
5,3
1352
APR-SEP
255
4448
3A
Dn
BC
4.5
50
2.01
450
APR-SEP
225
4448
4
Co
BC
3.4
50
4.4
748
APR-SEP
170
4448
5
D A
BC
5.1
50
4.5
1148
APR-SEP
255
4448
6
KaA
BC
5.4
50
1.4
378
APR-SEP
270
4448
7
D A
BC
5.1
50
3.9
995
APR-SEP
255
4448
8
KaA
BC
5.4
50
3.1
837
APR-SEP
270
4448
9
Dn
BC
4.5
50
3.31
743
APR-SEP
225
4448
10
WkB
BC
4.2
50
5,3
1113
APR-SEP
210
4448
ALL
SG
1
50
44.8
2240
SEP-APR
50
5341
11
D A
BC
5.1
50
3,45
880
APR-SEP
255
5341
12.
MaA
BC
5.1
50
2.76
704
APR-SEP
255
5341
13
Pa
BC
4.7
50
4.90
1152
APR-SEP
235
5341
14
Pa
BC
4.7
50
4.60
1081
APR-SEP
235
5341
15
Pa
BC
4.7
50
4.21
989
APR-SEP
235
5341
ALL
SG
1
50
19.92
9961
SEP APR
50
Total 64.72 18761 lbs.
BC = Coastal Bermuda (Controlled Grazed) Available Nitrogen 16905 lbs.
SG = Small Grain - Overseeded Surplus or deficit -1856 lbs.
Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply
the waste in a timely manner.

Sandy Evans 1-10 Page 3
V The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future,
regulations may require farmers in some parts of North Carolina to have a nutrient management plan that
addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields (i.e. small grain, etc. interseeded in bermudagrass), forage must be removed through
grazing, hay and /or silage. Where grazing, plants should be grazed when they reach a height of six to nine
inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain
etc. is to be removed for hay or silage, care should be exercised not to let small grain to reach materity,
especially late in the season ( i.e. April or May) Shading may result if small grain gets too high and this will
definitely interfere with the stand of bermudagrass. This loss of stand will result in reduced yields and less
nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal
situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage
two to three times during the season, depending on the time small grain is planted in the fall.
The ideal time to interplant small grain, etc. is late September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a height of about two inches before drilling for best
results.
Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning
may occur in livestock. Sampling forage or hay for nitrate levels is recommended.
Acres shown in the tables are considered to be the usable acres excluding required buffers, filters strips along
ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to
equipment limitations. Actual total acres in the field listed may, and most likely will be, more than the acres
shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates.
The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients
or other elements. Your production facility will produce approximately 2646 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 13230 lbs, of PAN to utilize. Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 44
acres of land. If you apply the sludge to com at the rate of 125 lbs. of nitrogen per acre you will need 106
acres of land. Please be aware that these are only estmates of the PAN and the land needed. Actual
requirements could vary by 25% depending on the sludge waste analysis, soil types, realistic yields, and
application methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that
runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water
droplet size, and organic solids. The application amount should not exceed the available water holding capacity

Sandy Evans 1-10
Page 4
of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of
the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and
irrigation designer to ensure that an irrigation system is installed to properly irrrigate the acres shown in tables.
Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan
invalid.
The following table is provided as a guide for establishing application rates and amounts.
Tract No.
Field No.
Soil Type
Crop
Code
Applic.
Rat inlhr
Applic.
Amount
4448
1
D A
BC
0.40
1.0
4448
2
D A
BC
0.40
1.0
4448
3
D A
BC
0.40
1.0
4448
3A
Dn
BC
0.50
1.0
4448
4
Co
BC
0.35
1.0
4448
5
D A
BC
0.40
1.0
4448
6
KaA
BC
0.50
1.0
4448
7
D A
BC
0.40
1.0
4448
8
KaA
BC
0.50
1.0
4448
9
Dn
BC
0.50
1.0
4448
10
WkB
BC
0.75
1.0
4448
ALL
SG
0.50
1.0
5341
11
D A
BC
0.40
1.0
5341
12
MaA
BC
0.40
1.0
5341
13
Pa
BC
0.75
1.0
5341
14
Pa
BC
0.75
1.0
5341
15
Pa
BC
0.75
1.0
5341
ALL
SG
0.5
1.0

Sandy Evans 1-10
Page 5
This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the
crop is not over applied. In many situations the application amount shown cannot be applied because of the
nitrogen limitations. The maximum application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the
average of once every 6 months. In no instances should the volume of the waste be stored in your structure
be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour
storm.
It is the responsibility of the producer and the waste applicator to ensure that the spreader equipment is operated
properly to apply the correct rates shown in the tables. Failure to apply the recommended rates and amounts of
nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you have receive the waste analysis report for assistance in determining the
amount of waste per acre and the proper application rate prior to appling the waste.
NARRATIVE OF OPERATION

Page 6
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Sandy Evans 1-10
Owner/Manager Agreement Sandy Evans
I (we) understand and will follow and implement the specifications and the operation and maintenance proce-
dures established in the approved animal waste utilization plan for the farm named above. I (we) know that any
expansion to the existing design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the North Carolina Division of Water Quality
before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste
from this system to the surface waters of the state from a storm event less severe than the 25-year, 24 hour
storm.The approved plan will be filed on -site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility
Signature:
Name of Manager (tf different from owner)
Signature:
Name of Person Preparing Plan: G. Glenn Clifton
Affiliation: Prestage Farms, Inc. Phone: [phone]
Address: P.O. Box 438
Clinton, NC 28329
Signature: -A. ALA-,.--,-.
Date: 15ra d S
Date:
Date: 8 11 o e

Evans Farm
Scale: 1 *=3w,
H
Hog
OU5e5

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Evans Farm
Address: 1305 Marietta Rd.
Fairmont, NC 28340
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
Number (acres)
Soil Type Slope % Crop(s)
County: Robeson
Date: 7/25/2005
Maximum
Maximum
Application
Application
per Irrigation
Rate
Cycle
(Inlhr)
(inches) Comments
1
345
<5
Bermuda, Small Grain
0.5
.5-1
2
2.76
<5
Bermuda, Small Grain
0.5
.5-1
*change in arc required
3
4.9
<5
Bermuda, Small Grain
0.5
.5-1
4
4.6
<5
Bermuda, Small Grain
0.5
.5-1
5
4.21
<5
Bermuda, Small Grain
0.5
.5-1
*chan a in arc re uired

Sheet2
TABLE 2 - Travelling irrigation Gun Settings
Make, Model and Type of Equipment: 2625 and 3250 Cadman Travellers
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. (ft/min) (in/hr.) Width(ft.) Length(ft) (feet) (Inches) at Gun(psi) at reel(psi) Pattern Comments - Acres per pull

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler ( m)
182
Operating Pressure at Pump (psi)
105.4
Design Precipitation Rate (in/hr)
0.33
Hose Length (feet)
900,975
xxxxx xx
Type of Speed Compensation
Mechanical
xxxxxxXX
Pump Type (PTO, Engine, Electric)
Engine
Pump Power Requirement h)
20.3
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.)
90 degree bend
4.94
Dead End
3.5
Tee
2.45
Gate Valve
3.5
45 degree bend
2.66
Page 1

Sheets
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Private
Address: 1635 W. Wards Bridge Rd. Warsaw, NC 28398
Phone: [phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer eas who applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer,
NOTE: A buffer strip of 50' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This wetted acreage determination is for an existing spray field for this farm. Risers 4 and
5 were added to this farms wetted acreage in 2004. Producer owns two travellers, a 2625
Cadman, and a 3250 Cadman. Each of these reels have Nelson 150 guns. Producer should
use a 1,08" Ring nozzle, operated at 60psi gun pressure for all pulls. The 2625 traveller will lose
5 psi additional pressure due to the smaller I.D. of the supply hose. Each year, the system
should be calibrated to insure that +-15% of the 290' specified diameter is being achieved.
The 3250 traveller should be used for pulls 2 and 3.
Producer is familiar with the operation of the equipment specified. Any additional information
needed with regards to calibration, winterization, or other operational features should be requested
from either the irrigation dealer or the system designer.

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size:
1.08 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
182 gpm
Wetted Diameter:
290 feet `based on 2004 calibration.
Lane Spacings
Desired Spacing (%):
70 %
Design Spacing(feet):
203 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
200 feet
Actual Spacing (%):
69 %
Application Rate
Application Rate = (96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App_ Rate =
0.33 in/hr
300 degree arc =
0.39 in/hr
220 degree arc =
0.54 in/hr
180 degree arc =
0.66 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.5 inches
300 degree arc =
2.92 ft/min
220 degree are =
3.51 ftlmin
180 degree arc =
5.84 ft/min
Mainline Velocity
Velocity = .408 x Flowrate / pipe diameter squared feet/sec_*'
"For buried pipelines, velocity
should be below 5 feet per second
Pipe size:
6 inches
Velocity=
2.06 ft/sec.
Page 1

Sheet?
Maximum Mainline Friction toss
Most distant hydrant: 1
Total distance: 1100 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.24 feet/100 feet
Max. Mainline Loss = 2.7 feet or 1.2 psi
Total Dvnamic Head
Sprinkler Pressure:
60 psi
Loss through traveller:
35 psi
Elevation head:
2 psi
Mainline loss:
1.2 psi
Suction head and lift:
2.2 psi
5% fitting loss:
5.0 psi
TOTAL(TDH) =
105.4 psi or
Horsepower Required
Horsepower = Flowrate x TDH(feet)139601 Pump effeciency
Pump Description: Berkeley B3JQBM
Pump Efficiency: 55 %
Horsepower Required: 20.3 Hp
Thrust Blocking
Thrust Block Area = Thrust / Soil Bearing Strength
Thrust: 4200 feet
Soil Bearing Strength: 1200 feet
End Cap: 3.5 ft2
90 degree elbow: 4.9 ft2
Tee: 2.5 ft2
45 degree elbow: 2.7 ft2
Pipe Pressure Rating Check
243.4 feet
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 105.4 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 2

Sheef7
N PS HA: 22
NPSHR: 7 'from pump curve
If NPSHA>NPSHR OK
Page 3

Acreage calculations
V Pull No. Width
Length Start
Stop
Total Acres
[1
245
391
0.69
0.56
3.45
CIS
i 2
185
448
0.37
0.49
2.76
era
3
200
825
0.62
0.49
4.90 r
—�
4
200
825
0.44
0.37
4.60
15
205
758
0.45
0.19
4.21
19.91

7'�'33
f
Waste Utilization Plan
Producer. Sandy Evans
Name of Farm: Sandy Evans 11-18
Location: 1305 Marietta Rd.
Fairmont NC 28340
Phone: [phone]
Type of Operation: Feed -Finish
Number of Animal: 5880
Storage Structure: Anaerobic Lagoon
Method of Application: Irrigation
Amount of waste produced per year:
Amount of plant available N (PAN) produced/year:
f �4V�it�
County: Robeson .R 0 620.
RECEIVED I DENR 1 DWQ
Aquifpr Protection Section
,APR o 1 Z009
11172 tonlyear
13524 lbs.lyear
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface water and/or groundwater. The plant nutrients in the animal waste
should be used to reduce the amount of commercial fertilizer required for the crops in the
fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in the implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally
safe manner.
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall not be applied to land eroding at more than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are
established.
4. Do not apply waste on saturated soils , when it is raining, or when the surface is
frozen. Either of these conditions may in runoff to the surface waters which is not
allowed under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor problems.
6. To maximize the value of the nutrients for crops production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied not more than 30 days
prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will
conserve nutrients and reduce odor problems.
This plan is based on the waste application method shown above. If you choose to change methods
in the future, you need to revise this plan_ Nutrient levels for different applications methods are
not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. In some cases you may want to have plant analysis made, which

Sandy Evans 11-18
Page 2
could allow additional waste to be applied. Provisions shall be made for the area receiving
waste to be flexible so as to accommodate changing waste analysis content and the crop type.
Lime must be applied to maintain pH in the optimum range for specific crop production. This
waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract No.
Field No.
Soil Type
Crop
Code
Yield/Ac
Lbs. N
unit
Acres
Lbs N
Used
Month to
Apply
Lbs. N
Per Ac.
3372
1
LaB
BC
3-8
5o
3.0
570
APR-SEP
J 90
3372
2.
LaB
BC
3.8
50
2.7
513
APR-SEP
90
3372
3
LaB
BC
3.8
50
1.5
285
APR-SEP
190
3372
4
WaB
BC
4.7
50
1.9
447
APR-SEP
235
3372
5
Jo
BC
4.2
50
4.1
861
APRSEP
210
3372
6.
WkB
BC
4.2
50
3.3
693
APR-SEP
210
3372
6X
Jo
BC
4.2
50
42
882
APR-SEP
210
3372
7
D B
BC
5.1
50
5.8
1479
APRSEP
255
3372
8
WaB
BC
4.7
50
5.5
1293
APR-SEP
235
3372
9 -
D B
BC
5.1
50
5.3
1352
APR-SEP
255
3372
10
MaB
BC
5.1
50
5.5
1403
APR-SEP
255
3372
ALL
SG
1
50
42.8
2140
SEP-APR
50
ACRES WITH NOTARIZED AGREEMENT
4447
11
FaB
BH
6.0
50
2.4
720
APR-SEP
300
4447
12 _ .
D B
SC
5.1
50
2.7
689
APR-SEP
255
4447
13
DpB
BC
5.1
50
3.3
842
APRSEP
255
4447
14,
FaB
BH
6.0
50
4.6
1380
APR-SEP
300
5341
12&13
SG
1
1 50
6.0
3001
SEP-APR
1 50
Total 55.8 15846 lbs.
BC = Coastal Bermuda (Controlled Grazed) Available Nitrogen 13524 lbs.
SG = Small Grain - Overseeded Surplus or deficit -2322 lbs.
BH = Coastal Bermuda - Hay
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.
LWE

Sandy Evans 11-18 Page 3
The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future,
regulations may require farmers in some parts of North Carolina to have a nutrient management plan that
addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields (i.e. small grain, etc. interseeded in bermudagrass), forage must be removed through
grazing, hay and /or silage. Where grazing, plants should be grazed when they reach a height of six to nine
inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain
etc. is to be removed for hay or silage, care should be exercised not to let small grain to reach materity,
especially late in the season ( i.e. April or May) Shading may result if small grain gets too high and this will
definitely interfere with the stand of bermudagrass. This loss of stand will result in reduced yields and less
nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal
situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage
two to three times during the season, depending on the time small grain is planted in the fall.
The ideal time to interplant small grain, etc. is late September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a height of about two inches before drilling for best
results.
Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning
may occur in livestock_ Sampling forage or hay for nitrate levels is recommended.
Acres shown in the tables are considered to be the usable acres excluding required buffers, filters strips along
ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to
equipment limitations. Actual total acres in the field listed may, and most likely will be, more than the acres
shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates.
The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients
or other elements. Your production facility will produce approximately 2117 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 10584 lbs. of PAN to utilize. Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 35
acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need 85
acres of land. Please be aware that these are only estmates of the PAN and the land needed. Actual
requirements could vary by 25% depending on the sludge waste analysis, soil types, realistic yields, and
application methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that
runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water
droplet size, and organic solids. The application amount should not exceed the available water holding capacity

Sandy Evans 11-18
Page 4
of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of
the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and
irrigation designer to ensure that an irrigation system is installed to property irrrigate the acres shown in tables.
Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan
invalid.
The following table is provided as a guide for establishing application rates and amounts.
Tract No.
Field No.
Soil Type
Crop
Code
Applic.
Rat irdhr
Applic.
Amount
3372
1
LaB
BC
0.75
1.0
3372
-2
LaB
BC
0.75
1.0
3372
3
LaB
BC
0.75
1.0
3372
4
WaB
BC
0.60
1.0
3372
5
Jo
BC
0.45
1.0
3372
6
WkB
BC
0.75
1.0
3372
6A
Jo
BC
0.45
1.0
3372
7
D B
BC
0.40
1.0
3372
8
WaB
BC
0.60
1.0
3372
9
O B
BC
0.40
1.0
3372
10
MaB
BC
0.40
1.0
3372
ALL
SG
0.50
1.0
ACRES WITH NOTARIZED AGREEMENT
4447
11
l`aB
BH
0.40
1.0
4447
12
O B
BC
0.40
1.0
4447
13
D B
BC
0.40
1.0
4447
14
FaB
BH
0.40
1.0
5341
12&13
SG
0.40
1 _D

Sandy Evans 11-18
Page 5
This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the
crop is not over applied. In many situations the application amount shown cannot be applied because of the
nitrogen limitations. The maximum application amount shown can be applied under optimum soil conditions_
Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the
average of once every 6 months. In no instances should the volume of the waste be stored in your structure
be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour
storm.
It is the responsibility of the producer and the waste applicator to ensure that the spreader equipment is operated
properly to apply the correct rates shown in the tables. Failure to apply the recommended rates and amounts of
nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you have receive the waste analysis report for assistance in determining the
amount of waste per acre and the proper application rate prior to appling the waste.
NARRATIVE OF OPERATION

Page 6
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Sandy Evans 11-18
Owner/Manager Agreement Sandy Evans
I (we) understand and will follow and implement the specifications and the operation and maintenance proce-
dures established in the approved animal waste utilization plan for the farm named above. I (we) know that any
expansion to the existing design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the North Carolina Division of Water Quality
before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste
from this system to the surface waters of the state from a storm event less severe than the 25-year, 24 hour
storm.The approved plan will be filed on -site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of
Signature:
Sandy Evans
Name of Manager (If different from owner)
Signature:
Name of Person Preparing Plan: G_ Glenn Clifton
` J Affiliation: Prestage Farms, Inc.
Address: P.O. Box 438
Clinton, NC 28329
Phone: [phone]
Date: a jro oS
Date:
Signature: 9. AC.- C i-L r"-. Date: $ 1161e

Field Calibration Procedures
for Animal Wastewater Application Equipment
Table 1. Calibration Data (continued)
Gauge Distance Volume Overlap
Corrected
Deviation
No. from Center Collected Adjustment
Volume
from Average*
(feet) (inches) (inches)
(inches)
(inches)
L1 10 .94
.94
.235 (1 - D
L2 30 .80
.86
,095 (2 - j)
L3 50 .59
.59
.115 ( etc)
L4 70 .61
.61
.095
L5 90 .50 .13
.63
.075
1-6, 110 .42 .20
.62
.085
L7 130 .33
LB 150 .07
R1 10 .73
.73
.025
R2 30 .81
.81
.105
R3 50 .92
_92
.215
R4 70 .64
.64
.065
R5 90 So .07
.57
.135
R6 110 .27 .33
.60
.105
R7 130 .20
R8 .150 .13
*Absolute value; treat all values as positive.
i. Sum of all volumes collected in #h 8.46 inches
j. Average catch (i/number of gauges within effective width (12)
0.705 inches
Distance traveled (ft)
320 ft
k. Compute the average travel speed =
_
=- 3.04 ft/min
Time (min)
105 min
average depth (nches) 0.705 in
I. Precipitation rate = - - = 0 i r
application time (hour) 1.75 hr
m. Sum of deviations from the average catch_1.356
n. Average deviation from average catch (m/12) _0,113
o. Uniformity coefficient
0,705 - 0.113
U,: X 100 - 84
. 0.705
p. Interpret results. Uniformity coefficient of 84 is in the good range for a traveler
system. No adjustment``
is necessary.
r�

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Male, Model and Type of Equipment: 2625 and 3250 Cadman Travellers
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. (ft/min) (in/hr.) Width(ft.) Length(ft) (feet) (Inches) at Gun(psi) at reel(psi) Pattern Comments - Acres per pull
1
3.51
0.54
235
900
290
1.08
60
95
220
5.47
2
3.51
0.54
190
85
290
1.08
60
95
220
0.68
3
3.51
0.54
218
601
290
1.08
60
95
220
3.57
4
3.51
0.54
188
293
290
1.08
60 i
95
220
1.80
5
2.92
0.39
220
269
290
1.08
60
95
330
2.17
6
2.92
0.39
220
272
290
1.08
60
95
330
2.18
7
2.92
0.39
220
265
290
1.08
60
95
330
2.15
8
2.92
0.39
220
258
290
1.08
60
95
330
2.11
9
2.92
0.39
223
355
290
1.08
60
95
330
2.65
10
3.51
0.54
188
678
290
1.08
60
95
220
3.48
11
2.92
0.39
220
651
290
1.08
60
95
330 1
4.10
12
2.92
0.39
220
538
290
1 A
60
95
330
3.53
13
5.84
0.66
110
0
290
1,08
60
95
180
0.41
14
5.84
0.66
125
362
290
1.08
60
95
180 1
1.47
35.77

Sheet4
�f
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler (gpm)
182
Operating Pressure at Pum (psi)
107.6
Design Precipitation Rate inlhr)
0.33
Hose Length (feet)
900,975
XXXXXXXX
Type of Speed Compensation
Mechanical
xxxxxxXX
Pump Type PTO, Engine, Electric)
Engine
Pump Power Requirement (hp)
20.8
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.
90 degree bend
4.94
Dead End
3.5
Tee
2.45
Gate Valve
3.5
45 degree bend
2.66
Page 1

Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Private
Address: 1635 W. Wards Bridge Rd, Warsaw, NC 28398
Phone: [phone]
Required Documentation
The followingdetails of design and materials must accompany all irrigation designs:
9 p Y g
1. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer re1wherpplicable.
2, Assumptions and computations for determining total dynamic head and horsepower requirements.
1 Computations used to determine ail mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the Irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 50' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This wetted acreage determination is for an existing spray field for this farm. Risers 3 -
14 were are being added to this farms wetted acreage. Producer owns two travellers, a 2625
Cadman, and a 3250 Cadman. Each of these reels have Nelson 150 guns. Producer should
use a 1.08" Ring nozzle, operated at 60psi gun pressure for all pulls. The 2625 traveller will lose
5 psi additional pressure due to the smaller I.D. of the supply hose. Each year, the system
should be calibrated to insure that +-15% of the 290' specified diameter is being achieved.
The 3250 traveller should be used for pulls 2 and 3.
Producer is familiar with the operation of the equipment specified. Any additional information
needed with regards to calibration, winterization, or other operational features should be requested
from either the irrigation dealer or the system designer.

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size:
1.08 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
182 gpm
Wetted Diameter:
290 feet *based on 2004 calibration.
Lane Spacinas
Desired Spacing (%):
70 %
Design Spacing(feet):
203 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
200 feet
Actual Spacing (%):
69 %
Application Rate
Application Rate =(96.3xFlowrate)1(3.1415x(.9xradius)squared)
Design App. Rate =
0.33 in/hr
300 degree arc =
0.39 in/hr
220 degree arc =
0.54 in/hr
180 degree arc =
0.66 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate 1 Desired application amount x Lane Spacing
Desired app. (in.) =
0.5 inches
300 degree arc =
2.92 ft/min
220 degree arc =
3.51 ft/min
180 degree arc =
5.84 f 1min
Mainline Veiocity
Velocity = .408 x Flowrate 1 pipe diameter squared feet/sec.**
**For buried pipelines, velocity
should be below 5 feet per second
Pipe size:
6 inches
Velocity=
2.06 ft/sec_
Page 1

Sheet?
Maximum Mainline Friction Loss
Most distant hydrant: 3
Total distance: 3100 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.24 feet/100 feet
Max. Mainline Loss = 7.5 feet or
3.3 psi
Total Dynamic Head
Sprinkler Pressure:
60 psi
Loss through traveller:
35 psi
Elevation head:
2 psi
Mainline loss:
3.3 psi
Suction head and lift:
2.2 psi
5% fitting loss:
5.1 psi
TOTAL(TDH) = 107.6 psi or 248.5 feet
Horsepower Required
Horsepower = Flowrate x TDH(feet) / 3960
/ Pump effeciency
Pump Description: Berkeley B3JQBM
Pump Efficiency: 55 %
Horsepower Required: 20.8 Hp
Thrust Blocking
Thrust Block Area = Thrust 1 Soil Bearing Strength
Thrust:
4200 feet
Soil Bearing Strength:
1200 feet
End Cap:
3.5 ft2
90 degree elbow:
4.9 ft2
Tee:
2.5 ft2
45 degree elbow:
2.7 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 107.6 psi
70% of Pressure Rating: 140 psi
If Max_ Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 2

T-
Sheet?
N PSHA: 22
NPSHR: 7 `from pump curve
If NPSHA>NPSHR OK
Page 3

Michael F. Easley. Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of water Quality
July 1, 2007
Sandy A Evans
Sandy Evans 1-18
1305 Marietta Rd
Fairmont, NC 28340-6753 - --
Subject: Certificate of Coverage No. AWS780033
Sandy Evans 1-18
Animal Waste Management System
Robeson County
Dear Sandy A Evans:
In accordance with your application received on 11-Jan-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Sandy A Evans, authorizing the operation of the subject animal
waste management system in accordance with General Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Sandy Evans 1-18, located in Robeson County, with an animal capacity of no
greater than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 13230 Boar/Stud: 0
Wean to Feeder: 0 Farrow to Wean: 0 Gilts: 0
Farrow to Finish: 0 Farrow to Feeder: 0
If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows.
Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows
may be replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009 and replaces the NPDES
COC issued to this facility with an expiration date of July 1, 2007. You are required to continue
conducting annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension
in Condition IH.19 does not apply.
Pursuant to this COC, you are authorized and required to operate the system in conformity with the
conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An
adequate system for collecting and maintaining the required monitoring data and operational information
must be established for this facility. Any increase in waste production greater than the certified design
capacity or increase in number of animals authorized by this COC (as provided above) will require a
modification to the CAWMP and this COC and must be completed prior to actual increase in either
wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is
a package containing the new and revised forms used for record keeping and reporting. Please pay
careful attention to the record keeping and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwater uali .org Location: 2728 Capital Boulevard
An Equal Opportun'itylAffirmadve Action Employer— 50% Recycled110% Post Consumer Paper
Nam` Carolina
)ahlrIXY
Raleigl[L NC 27699-1636 Telephone: [phone]
Raleigh. NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer service: [phone]

If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 02T .01 I l (c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed to NRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection staff may be reached at 910-433-3300. If you need additional information concerning
this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-
3221.
Sincerely,
for Coleen H. Sullins
Enclosures (General Permit AWG100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Robeson County Health Department
Robeson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AWS780033

/f/
' ' ANIMAL FACILITY ANNUAL CERTIFICATION FORM 71�_ f3
Certificate of Coverage or Permit Number NC,11 -2 9"-3 3 County 9 Sur1 Year 2005
Facility Name (as shown on Certificate of Coverage or Permit)_ SO n&g d _ tl4_ ti S
Operator in Charge for this Facility _ a.rrVQ n Certification # 1 '7fiP.:2,9)
Landlication of animal waste as allowed by the above permit occurred during the past calendar year
✓ YES NO. If NO, skip Part I and Part II and proceed to the certification. Also, if animal waste
was generated but not land applied, please attach an explanation on how the animal waste was handled.
Part I : Facility Information:
1. Total number of application Fields ❑ or Pulls X (please check the appropriate box) in the Certified Animal
Waste Management Plan (CAWMP): r% _ _ Total Useable Acres approved in the CAWMP
1/74, �90
2. Total number of Fields ❑ or Pulls ❑ (please check the appropriate box) on which land application
occurred during the year:? Total Acres on which waste was applied 117. gfo_
3. Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWMP and
the permit: --3D f,4
ot-
5. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken
off site during the year tons 0 or gallons ❑ (please check the appropriate box)
6. Annual average number of animals by type at this facility during the previous year:
1. Largest and smallest number of animals by type at this facility at any one time during the previous year:
Largest / 5-a 377
Smallest T , G s-3
(These numbers are for informational purposes only since the only permit limit on the number of animals
at the facility is the annual average n rs)
8. Facility's Integrator if applicable: q e—
Part II: Facility Status:
IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN
DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NON
COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO BE TAKEN TO
BRING THIS FACILITY BACK INTO COMPLIANCE.
1. Only animal waste generated at this facility was applied to the
the past calendar year.
RECEIVE-)
FEB 14 2303
�Rf-Yes ❑ No
AFACF 3-14-03 1 1 flENR-FAYEiTEVILLEREGIONAL OWE

/-/P
2. , —rhe facility was operated in such a way that there was no direct runoff of waste from 18 Yes ❑ No
the facility (including the houses, lagoons/storage ponds and the application sites) during
the past calendar year.
3. There was no discharge of waste to surface water from this facility during the past a Yes ❑ Nr
calendar year.
4. There was no freeboard violation in any lagoons or storage ponds at this facility during )?Yes []No
the past calendar year.
S. There was no PAN application to any fields or crops at this facility greater than the WYes ❑ No
levels specified in this facility's CAWMP during the past calendar year.
6. All land application equipment was calibrated at least once during the past calendar year. D� Yes ❑ No
7. Sludge accumulation in all lagoons did not exceed the volume for which the Iagoon 5'Yes ❑ No
was designed or reduce the lagoon's minimum treatment volume to less than the volume
for which the Iagoon was designed.
8. A copy of the Annual Sludge Survey Form for this facility is attached to this Certification. X Yes ❑ No
9. Annual soils analysis were performed on each field receiving animal waste during the XYes ❑ No
past calendar year.
10. Soil pH was maintained as specified in the permit during the past calendar Year?
V Yes ❑ No
11. All required monitoring and reporting was performed in accordance with the facility's
X Yes ❑ No
permit during the past calendar year.
12. All operations and maintenance requirements in the permit were complied with during
Yes ❑ No
the past calendar year or, in the case of a deviation, prior authorization was received
from the Division of Water Quality.
13. Crops as specified in the CAWMP were maintained during the past calendar year on all
[[''Yes ❑ NL
sites receiving animal waste and the crops grown were removed in accordance with
the facility's permit.
14. All buffer requirements as specified on the permit and the CAWMP for this facility were
LLXYes ❑ No
maintained during each application of animal waste during the past calendar year.
" I certify under penalty of law that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of
my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations."
Sand - )�'-_ da n s
Permitted Tame and Title (type or print)
r&
�riatuj!�:V operator in Ln
different from Permittee)
Date
,,�-�2 -a6
Date
AFACF 3-14-03 2

Lagoon Sludge Survey Form
A. Farm Permit or DWQ identification Number .7 - 3.3
B. Lagoon Identification
C. Person(s) taking Measurements ::�
D. Date of Measurements -
E. Methods/Devices Used for Measurement of-
a- Distance from the lagoon liquid surface to the top of the sludge layer:
b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon:
c. Thickness of the sludge layer if making a direct measurement with "core sampler":
. r.
ry r
F. Lagoon Surface Area (using dimensions at inside top of bank): - 1 (acres)
(Draw sketch of lagoon on a separate sheet and list dimensions, and calculate surface area.)
G. Estimate number of sampling points:
a. Less than 1.33 acre: Use 8 points
b. If more than 1.33 acre, ;� . acres x 6 = , with maximum of 24.
(Using sketch and dimensions, develop a uniform "grid" that has number of intersection points that match
most closely with the estimated number of sampling points needed. Number the grid intersection points on
the lagoon grid to correspond with the data to be recorded for points of measurement.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet".
I. At time of sludge survey, also measure the distance from the Maximum Liquid Level
to the Present Liquid Level (treasure at the lagoon gage pole): �C
J. Determine distance from Maximum Liquid Level to Minimum Liquid Level:
(Determine from Plan or other lagoon records) .
K. Calculate distance from present liquid surface level to Minimum Liquid
level: Item J - Item I, assuming present liquid level is below Max. Liq. Level:_
L. Record from sludge survey data sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measurement points): i
M. Record from sludge survey data sheet the distance from the present liquid surface level
to the top of the sludge layer (average for all the measurement points):
N. Record from sludge survey data sheet the average thickness of the sludge layer: -
O. Calculate the thickness of the existing Liquid Treatment Zone (Item M - Item K): > .
(Note: if item O is less than 4 ft., a sludge removal and utilization plan may be required by
N. C. DWQ. See your specific permit or contact DWQ for more information.)
P. Proceed to Sludge Volume Worksheet if desire to calculate sludge volume for rectangular shaped
lagoon with uniform side slope.
Completed by r=.� rr, �_ , c _ , ,,:�.. raDate: _
Print Name Signature
White - Office Yellow - Producer

Lagoon Sludge Survey Form
A. Farm Permit or DWQ identification Number r,? —
B. Lagoon Identification _ r,_ '•f r . ,,� n� -.i-)
C. Person(s) taking Measurements _ .7iq
D. Date of Measurements 2
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer:
b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon:
c. Thickness of the sludge layer if making a direct measurement with "core sampler":
F. Lagoon Surface Area (using dimensions at inside top of bank): `? - l (acres)
(Draw sketch of lagoon on a separate sheet and list dimensions, and calculate surface area.)
G. Estimate number of sampling points:
a. Less than 133 acre: Use 8 points es
b. If more than 1.33 acre, x , I acres x 6 = y , with maximum of 24.
(Using sketch and dimensions, develop a uniform "grid" that has number of intersection points that match
most closely with the estimated number of sampling points needed. Number the grid intersection points on
the lagoon grid to correspond with the data to be recorded for paints of measurement.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet".
1. At time of sludge survey, also measure the distance from the Maximum Liquid Level
to the Present Liquid Level (measure at the lagoon gage pole):
J. Determine distance from Maximum Liquid Level to Minimum Liquid Level:
(Determine from Plan or other lagoon records)
K_ Calculate distance from present liquid surface level to Minimum Liquid
level: Item J — Item 1, assuming present liquid level is below Max. Liq. Level:
L. Record from sludge survey data sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measurement points): ' a
M. Record from sludge survey data sheet the distance from the present liquid surface level
to the top of the sludge layer (average for all the measurement points): n •`
N. Record from sludge survey data sheet the average thickness of the sludge layer: - c • 3
0. Calculate the thickness of the existing Liquid Treatment Zone (Item M — Item K): 4, .
(Note: If Item O is less than 4 ft., a sludge removal and utilization plan may be required by
N. C. DWQ. See your specific permit or contact DWQ for more information.)
P. Proceed to Sludge Volume Worksheet if desire to calculate sludge volume for rectangular shaped
lagoon with uniform side slope.
Completed by r) rf,, rn i3 ' +:i. e, Date:
Print Name Signature
White - Office Yellow - Producer

Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number
B. Lagoon Identification
C. Person(s) taking Measurements
D. Date of Measurements u -
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer:
b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon:
�nc4
c. Thickness of the sludge layer if making a direct measurement with "core sampler":
F. Lagoon Surface Area (using dimensions at inside top of bank): _ _ _(acres)
(Draw sketch of lagoon on a separate sheet and list dimensions; and calculate surface area.)
G. Estimate number of sampling points:
a. Less than 1.33 acre: Use 8 points
b. If more than 1.33 acre, __ acres x 6 ' , with maximum of 24.
(Using sketch and dimensions, develop a uniform "grid" that has number of intersection points that match
most closely with the estimated number of sampling points needed. Number the grid intersection points on
the lagoon grid to correspond with the data to be recorded for points of measurement.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet".
1. At time of sludge survey, also measure the distance from the Maximum Liquid Level
to the Present Liquid Level (measure at the lagoon gage pole):
J. Determine distance from Maximum Liquid Level to Minimum Liquid Level:
(Determine from Plan or other lagoon records)
K. Calculate distance from present liquid surface level to Minimum Liquid
level. Item ,1— Item 1, assuming present liquid level is below Max. Liq. Level:
L. Record from sludge survey data sheet the distance from the present liquid surface level _
to the lagoon bottom (average for all the measurement points): r"
M. Record from sludge survey data sheet the distance from the present liquid surface Ievel
to the top of the sludge layer (average for all the measurement points):
N. Record from sludge survey data sheet the average thickness of the sludge layer:
O. Calculate the thickness of the existing Liquid Treatment Zone (Item M — Item I):
(Note: If Item O is less than 4 ft., a sludge removal and utilization plan may be required by
N. C. DWQ. See your specific permit or contact DWQ for more information.)
P. Proceed to Sludge Volume Worksheet if desire to calculate sludge volume for rectangular shaped
lagoon with uniform side slope.
Completed by ,'; Date: —
Print Name Signature

j4--20
ANIMAL FACILITY ANNUAL CERTIFICATION FORM
Certificate of Coverage or Permit Number 14 lk�q 7- 107,0� County 1� 8 6 e .Sim Year 200.S
Facility Name (as shown on Certificate of Coverage or Permit)^ - ✓Ci n 5
Operator in Charge for this Facility. _ ,n d H jr--✓a /is- Certification # l LI9 _!
Land a plication of animal waste as allowed by the above permit occurred during the past calendar year
YES NO. If NO, skip Part I and Part lI and proceed to the certification. Also, if animal wasi
was generated but not Iand applied, please attach an explanation on how the animal waste was handled.
Part I : Fac!4!y Mformation:
1. Total number of application Fields ❑ or Pulls Z (please check the appropriate box) in the Certified Anima
Waste Management Plan (CAWMP): _ Total Useable Acres approved in the CAWMP
2. Total number of Fields 0 or Pulls, (please check the appropriate box) on which land application
occurred during the year: 3 Total Acres on which waste was applied
3. Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWMP and
the permit- a 4 �2 _1-
5. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken
off site during the year Np30 e- tons ❑ or gallons L (please check the appropriate bo);
6. Annual average number of animals by type at this facility during the previous year:
7. Largest and smallest number of animals by type at this facility at any one time during the previous year:
Largest / J�g 0 - - - - - - - - -
Smallest 0
(These numbers are for informational purposes only since the only permit limit on the number of animals
at the facilityis the annual average
S. Facility's Integrator if applicable- _
Part H: Facili Status:
IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN -
DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NON
COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO BE TAKEN TO
BRING THIS FACILITY BACK INTO COMPLIANCE.
1. Only animal waste generated at this facility was applied to the permitted sites during `Yes ❑ Na
the past calendar year.
AFACF 3-14-03

_ he facility was operated in such a way that there was no direct runoff of waste from Yes ' No
thF facility (including the houses, lagoons/storage ponds and the application sites) during
the past calendar year.
I There was no discharge of waste to surface water from this facility during the past 1X Yes ❑ N.-
calendar year.
4. There was no freeboard violation in any lagoons or storage ponds at this facility during KYes ❑ No
the past calendar year.
5. There was no PAN application to any fields or crops at this facility greater than the Yes ❑ No
levels specified in this facility's CAWMP during the past calendar year.
6. All land application equipment was calibrated at least once during the past calendar year. X Yes ❑ No
7. Sludge accumulation in all lagoons did not exceed the volume for which the lagoon `Yes ❑ No
was deigned or reduce the lagoon's minimum treatment volume to less than the volume
for which the lagoon was designed.
8. A copy of the Annual Sludge Survey Form for this facility is attached to this Certification. X Yes ❑ No
9. Annual soils analysis were performed on each field receiving animal waste during the � Yes ❑ No
past calendar year.
10. Soil pH was maintained as specified in the permit during the past calendar. Year? XYes ❑ No
11. All required monitoring and reporting was performed in accordance with the facility's 9Yes ❑ No
permit during the past calendar year.
12. All operations and maintenance requirements in the permit were complied with during Yes ❑ No
the past calendar year or, in the case of a deviation, prior authorization was received
from the Division of Water Quality.
13. Crops as specified in the CAWW were maintained during the past calendar year on all &Yes ❑ NL
sites receiving animal waste and the crops grown were removed in accordance with
the facility's permit.
14. All buffer requirements as specified on the permit and the CAWMP for this facility were Yes ❑ No
maintained during each application of animal waste during the past calendar year.
"I certify under penalty of law that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of
my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations_"
Permitwk Name and Title (type or print)
Sfi=aturelbf Permittee Date.
Mature of uperator in %;a
different from Permittee)
C,2 -A-D6
Date
AFACF 3-14-03 2

Lagoon Sludge Survey Form
A. Farm Permit or DWQ identification Number r' Ai
B. Lagoon Identification
C. Person(s) taking Measurements „ r� r r l ,,�i, j•.
D. Date of Measurements
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer:
b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon:
c. Thickness of the sludge layer if making a direct measurement with "core sampler":
F. Lagoon Surface Area (using dimensions at inside top of bank): a (acres)
(Draw sketch of lagoon on a separate sheet and list dimensions, and calculate surface area.)
G. Estimate number of sampling points:
a. Less than 1.33 acre: Use 8 points
b. If more than 1.33 acre, acres x 6 = i , with maximum of 24.
(Using sketch and dimensions, develop a uniform "grid" that has number of intersection points that match
most closely with the estimated number of sampling points needed. Number the grid intersection points on
the lagoon grid to correspond with the data to be recorded for points of measurement.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet".
I. At time of sludge survey, also measure the distance from the Maximum Liquid Level
to the Present Liquid Level (measure at the lagoon gage pole):
I. Determine distance from Maximum Liquid Level to Minimum Liquid Level: t'
(Determine from Plan or other lagoon records) -
K. Calculate distance from present liquid surface level to Minimum Liquid
level: Item J — Item I, assuming present liquid level is below Max. Liq. Level: '
L. Record from sludge survey data sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measurement points): . $
M. Record from sludge survey data sheet the distance from the present liquid surface level
to the top of the sludge layer (average for all the measurement points):
N. Record from sludge survey data sheet the average thickness of the sludge layer: , i
O. Calculate the thickness of the existing Liquid Treatment Lone (Item M —Item K): • G
(Note: If Item O is less than 4 ft., a sludge removal and utilization plan may be required by
N. C. DWQ. See your specific permit or contact DWQ for more information.)
P. Proceed to Sludge Volume Worksheet if desire to calculate sludge volume for rectangular shaped
lagoon with uniform side slope.
Completed by -2 Date: -
Print Name — Signature
White - Office Yellow - Producer

If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples- is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 211.0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary_ Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C, the Clean Water Act and 40 CFR 122.41 including civil penalties, criminal
penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted'to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual NPDES Permit by contacting the staff member listed below for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact J R Joshi at [phone] ext. 363.
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit NCA200000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Robeson County Health Department
lr7F Office, —Water Quality Section
""son County Soil and Water Conservation District
Permit File NCA278033
Permit File AWS780033
NDPU Files

o f W A TFy Michael F_ Easley, Governor
Q William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
j Alan W. Klimek, P. E., Director
o �
Division of Water Quality
April 9, 2003
Sandy Evans
Sandy Evans 1-18
1305 Marietta Road
Fairmont NC 28340
Subject: Certificate of Coverage No. NCA278033
Sandy Evans 1-18
Swine Waste Collection, Treatment,
Storage and Application System
Robeson County
Dear Sandy Evans:
On March 14, 2003, the North Carolina Division of Water Quality (Division) issued an NPDES General
Permit for swine facilities. The General Permit was issued to enable swine facilities in North Carolina to
obtain coverage under a single permit that addresses both State and Federal requirements.
In accordance with your application received on February 20, 2003, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Sandy Evans, authorizing the operation of the subject animal
waste collection, treatment, storage and land application system in accordance with NPDES General
Permit NCA200000. The issuance of this COC supercedes and terminates your COC Number
AWS780033 to operate under State Non -Discharge Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Sandy Evans 1-18, located in Robeson County, with an animal capacity of no
greater than an annual average of 13230 Feeder to Finish swine and the application to land as specified
in the facility's Certified Animal Waste Management Plan (CAWMP). 1f this is a Farrow to Wean or
Farrow to Feeder operation, there may also be.one boar for each 15 sows. Where boars are unneccessary,
they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a
rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until July 1, 2007. Pursuant to this COC, you are
authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed General Permit. Since this is a new joint State and
Federal general permit it contains many new requirements in addition to most of the conditions contained
in the current State general permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record keeping
and monitoring conditions in this permit. The Devices to Automatically Stop_ Irfigation Events Form
must be returned to the Division of Water Quality no later than „120 days following receipt of the
Certificate of Coverage. The Animal Facility Annual Certification Form must be completed and returned
to the Division of Water Quality by no later than March 1st of each year.
Non -Discharge Permitting Unit Internet httpJ/h2o.enr.state.nc.us/ndpu
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] Fax [phone]
Customer Service Center Telephone [phone]
An Equal Opportunity Action Employer 50% recycled/10% post -consumer paper

PNT��t 6 - i b 00
ANIMAL WASTE UTILIZATION PLAN
REVISION
8 #0 usG
Producer: SANDY EVANS
Location: 1305 MARIETTA RD.
FAIRMONT NC 28340
Telephone: [phone]
Type Operation: Existing Feeder to Finish Swine Q
Number of Animals: 5880.00 hogs sf�' T /:�)A/ !
(Design Capacity)
STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon
APPLICATION METHOD: 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 atlessthan
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:

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, f t3, tons, etc_)
5880 hogs x 1.9 tons waste/hogs/year = 11172 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
5880 hogs x 2.3 lbs PAN/hogs/year = 13524 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

ANIMAL WASTE fTTILIZATION 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
3372
1
LaB
T. 8
190
0
3
570
I
APR- SE P
3372 j2
BC
3.8
[LaB
1190 10
1277
I_fl3
APR-SEP
3372
3
LaB
BC
3.8
Q
1
I
1190
11.5
1285
APR-SEP
3372
4
WaB
BC
4.7
0
1
I
1235
11.9
1446.5
APR-SEP
3372
5
Jo
BC
4.2
I
1210 10
14.1
1861
APR-SEP
3372
6
WkB
BC
4.2
0
I
1210
13.3
1693
APR- SEP
3372
6A
Jo
BC
4.2
210
0
4.2
I
1882
APR-SEP
3372
7
DpB
BC
5.1
1
I
1255 10
15.8
11479
3372
8
WaB
BC
4.7
0
I
123-5
15.5
11292.5
APR-SEP
3372
DpB
BC
5.1
1255 1
0 15.3
11351.5
19
1
I
3372
10
MaB
BC
5.1
5.5
I
1255 �0
11402.5
3372
ALL
SG
1
SQ
0
42.8
2340
I
1
SEP-APR
11
TOTAL= 11916
Page: 3

ANIMAL WASTE UTILIZATION PLAN
- 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: 4

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
4447
11
FaB
BH
5.0
300
0
2.4
720•
APR-SEP.
4447
I102 JDpR IBC
I5.1
1255
10
r.7
J8$.5
4447
103 DpB
BC
5.1 1255
0
13.3
1841.5
4447
102
SG
1 150
0
12.7
1135
SEP-APR
4447
`103
1
ISG
11
150
10
13.3
1165
SEP-APR
4447 101 TFaB BH 6.0 300 0 4.6 1 1380
APR-SEP
TOTAL 3930
Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
In interplanted fields (i.e. small grain, etc, interseeded
in bermudagrass), forage must be removed through grazing,
hay and/or silage. where grazing, plants should be grazed
when they reach a height of six to nine inches. Cattle
should be removed when plants are grazed to a height of four
inches. In fields where small grain, etc, is to be removed
for hay or silage, care should be exercised not to let small
grain to reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too
high and this will definitely interfere with stand of
bermudagrass. This loss of stand will result in reduced
yields and less nitrogen being utilized. Rather than
cutting small grain for hay or silage just before heading as
is the normal situation, you are encouraged to cut the small
Page: 5

ANIMAL WASTE UTILIZATION PLAN
grain earlier. You may want to consider harvesting hay or
silage two to three times during the season, depending on
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late
September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a
height of about two inches before drilling for best results.
** Acreage figures may exceed total acreage in fields due to
overseeding.
* lbs AW N (animal waste -nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables I and 2 above:
ROP CODE
BC
BH
SG
CROP
HYBRID BERMUDAGRASS-CONTROLLED GRAZED
HYBRID BERMUDAGRASS-HAY
SMALL GRAIN-OVERSEEDED
TABLE 1
TABLE 2
TOTAL
TOTALS FROM TABLES 1 AND 2
ACRES
LBS AW N USED
42.8
11916
13.0
3930
55.8
15846
* BALANCE
-2322
UNITS 1PER UNIT
TONS 50
TONS 50
Ac. 50
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced. .
Page: 6

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 2175.6 pounds of plant available nitrogen per year in the
sludge. -
If you remove the sludge every 5 years, you will have approximately 10878
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 36.26 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 67.024 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
Paqe: 7

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)
3372
1
LaB
BC
0.75
*1.0
3372
10
MaB
BC
.40
*1.0
3372
2
LaB
BC
0.75
*1.0
3372
3372
3
LaB
- -
BC
0.75
*1.0
4
WaB
BC
0.60
*1.0
3372
5
Jo
BC
.45
*1.0
3372
J372
3372
6
WkB
BC
0.75
*1.0
6A
Jo
BC
45
*1.0
7
DpB
BC
.40
*1.0
3372
8
WaB
BC
0.60
*1.0
3372
9
DpB
BC
.40
*1.0
3372
4447
--ALL
SG
0.40
*1.0
101
FaB
BH
0.40
*1.0
4447
102
DpB
BC
.40
*1.0
4447
103
DpB
BC
.40
*1.0
4447
11
FaB
BH
0.40
*1.0
4447
`102
SG
0.40
*1.0
4447
-103
SG
0.40
*1.0
* This is the maximum application amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. In many situations, the application amount shown cannot
be applied because of the nitrogen limitation. The maximum
Pacre : 8

ANIMAL WASTE IITILIZATION PLAN
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 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
FIELDS 102 & 103 ARE NOW BEING PLANTED TO SUMMER ANNUALS AND WINTER
ANNUALS. WILL BE PLANTED TO HYBRID BERMUDAGRASS IN SPRING OF 2001.
SUMMER ANNUALS= 110 N. PER ACRE.
WINTER ANNUALS= 100 N. PER ACRE.
Page: 9

State of North Carolina
Department of Environment, Health and Natural Resources rlyD,
Division of Water Quality
Non -Discharge Permit Application Form / Survey 0
(THIS FORM ' MAY -BE PHOTOCOPIED FOR USE AS AN ORIGINAL) Flt
General Permit - Liquid Animal Waste Operations
The following questions have been completed utiliz rde with the
Division. Please review the Information for compl= 31 corrections
which are appropriate. If a question has not been complete tgFeUvislon, please
complete as best as possible. Do not leave any "191yanswe
ra C,
rn qrp,:;
Application Date: maA ;.!g, FAY �ji -V­ w- 7-:rr k
L iL L:- r-
KQ_.0FF10E
J
UC.
:REQUMEV-JTTFWS..CHECkWT
that.you have indudedthe.following regained items;by signing your initials in the space pr6vid14 wit t6
item.''
1. one completed and signed origind nd one copy of the application for Genend Permit - Animal
Waste operations;
2. Two copies of a general location map in&cating the location of the aviWA1 waste facilities and
field locations where stnknaT waft is disposed;r"r,
3. Two copies of the Certified Animal Waste Mangano Plan (CAWIMP). R the facility does
not have a CAWMP, one must be compkftd prior to sobmittal,of a general permit application
for animal wane opmdons.
11. GENERAL INFORMATION:
1. Farm's narnp: Sady FXfflLT1=
2. Print Land Owner's nam: Saudy aans
3. Land Owner's Mailing address: l305.h.UdQt..a34,
City: Fairmont NC 71p.
Telephone Number: 623-029-
4. cotinty, where farm is located: Rgkaon
5.,. r 'Farm Location (Directims from nearest major highway. Flew include SR numbers for state roads. Please inclU&-&ropy,
of.a Monty road map with the location of the farm identifW):,� ro 4 IV IS
6. Print Farm Manager's name (if cliff, reat from Land Owner)-.
7. Lessee's / Integrator's name (if applicable; please circle which type is listed): USDA-SQftsJA&z Earms-
49A4:4 Y%40r
FORM: AWO-G-E 2/26/97
Page I of 3

III. OPERATION INFORMATION:
1. Farm No.:11-U
2. Operation Description: SWWe oXnion
4410 - Certified Design Capacity
Is the above, inf nmadon correct? 0 yes; M no. if no, correct below using the design capacity of the facility
3r = e�..n -No. of Animals T= gf jhWj rx No. ofAltimai 1= of Caine Ng- gf AWMWR
0 Wean to Feeder 01AW _ _ _ _ 0 Dairy
0 Feeder to Finish 20 0 Non Layer 0 Beef
0 Farmw to Wean (# saw) 0 Twkey
0 Farrow to Feeder (# sow)
0 Farrow to Fualsh :(# saw) �.. .
Qttier Type of Livestock on the farm: a. of Animalsi 1�
3. Awe, cleared and available for application: { Required Acreage (as listed in the CAWMFJ:
4. Number of lAsoons: 3 ; Total Capacity: 7S /�r Cubic Feet (ft3)
Number of Storage Ponds: d ; Total Capacity: Cubic Fed (ft3)
5. Is atdmel waste being appiie+d on any field which has subsurface drains? YES or NQ (plmso circle one)
6. Are suffice drains present in the vicinity of or mdw the lagoon? YES (please circle one)
IV. IC Ni'T' CERTIFICATION:
L (Land OaraWs tme listed in question 11.2), attest that
this application or ^ - - _ (Fann name listed in question II.1)
has been reviewed by me and is accux-m and complete to the best of my knowledge. I understand that if all required pam of this
aX&catdw are not completed and that if all required bMW=g mfbimadon and attachments are not included, this application package
will be returned as i utple,te.
Sip"re Date
V . MANAGER' CERTIFICATION: (campiem only if different from the l and Owner)
(Manager`s namoe listed in questioti II:6). attest that this
apg�icadanfai _ - _ -- _ - -- -- (%'aim r�atne lisiedia questio�i IL1) , .
begs bma reviewed by me and is accurate and conVW to the best of my knowledge. I understand that if all requirbd parrs of dus
apphcat 6 are not completed and that if all required supporting informtian and attadmnenu are net b dud, this applicaion package
will be retmued as incomplete.
Signawn Date
THE CC)NMEIED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING WORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: (9I9) 733.5083
FORM: AWO-G-E 2/2.6/97 Page 2 of 3

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jj

c�
.r
PRODUCER; SANDY EVANS
LOCATION: RR 1 BOX 306
FAIRMONT
WASTE UTILIZATION PLAN
December 28, 1995
NC 28340
TELEPHONE: [phone]
TYPE OPERATION: Feeder to Finish Swine
NUMBER OF ANIMALS: 13230 hogs design capacity
REVISION
PAGE 1
The waste from your animal facility must be land applied at a specified
rate to prevent pollution of surface and/or groundwater. The plant
nutrients in the animal waste should be used to reduce the amount of
commercial fertilizer required for the crops in the fields where waste
is to be applied. This waste utilization plan uses nitrogen as the
limiting nutrient. waste should be analyzed before each application
cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentallyy safe manner. Always
apply waste based on the needs of the crop to lie grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can
utilize. Soil types are important as they have different infilitration
rates, leaching potentials, cation exchange capacities, and available
water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special pre-
cautions, waste may be applied to land eroding at u to 10 tons per
acre per year. Do not apply waste on saturated sous, when it is
raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM
regulations. Wind conditions should also be considered to avoid drift
and downwind odor problems. To maximize the value of the nutrients
for crop production and to reduce the potential for pollution, the
waste should be applied to a growing crop or applied to bare ground
not more than 30 days prior to planting. Injecting the waste or
diskin will conserve nutrients and reduce odor problems.
This pyan is based on waste application through irrigation for this
is the manner in which you have chosen to apply your waste. if you
choose to inject the waste in the future, you need to revise this
plan. Nutrient levels for injecting waste and irrigating waste are
not the same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage require-
ments should be based on the waste analysis report from your waste
management facility. Attached you will find information on proper
sampling techniques, preparation, and transfer of waste samples to
the lab for analysis.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H.0217 adopted by the Environmental
Management Commission.

WASTE UTILIZATION PLAN PAGES 2
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
13230 hogs x 1.9 tons waste/hogs/year = 25137 tons
AMOUNT OF PLANT AVAILABLE NITROG13N (PAN) PRODUCED PER YM
13230 hogs x 2.3 lbs PAN/hogs/year = 30429 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.

WASTE UTILIZATION PLAN PAGE 3
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELDP&
-
CROP
YIELDB
O
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW
PER AC
AC
USED
APPLIC.
TIME
44449
BC—^+
3.9­
919-
'9_
DUPLIN 0-2W
5.1
TNT—
0
MAR-OCT
4448 5 IDUNBAR 0-2 DRAINED IBC 4.5 1225 0 1, 1270
MAR-OCT
MAR-OCT
4448 13 ICOXVILLE DRAINED BC 2.5 312.5 b 11.7 1531.29
MAR-OCT
444 2 UNBAR 0-2t DRAINED BC 4.5 1225 10 14.611035
MAR -- OCT
�Wit II '] rlrTnr.TwT n-,jlk. I me, I C I ']=L In to l5nol
MAR-OCT
4449 2 IRALMIA 0- 5. '270 0 18.2 12214
MAR-OCT
4448 2 IWAKULLA 0-6t IBC 4.2 1210r.0 1840
MAR-OCT
4449 1 JKALMIA 5-2t BC 5.4 1270 1 0 6. 1620
MAR-OCT
MAR-OCT
MAR-OCT
4448 ALL SG 1 1 150 0 154.6 12730
SEP-MAY
3372 16 IDUPLIN 2-7 BC 5.1 1255 0 18.8 12244
MAR-OCT
37 -- 5 — -j MALL ORD 2 - — -- - 1 SC 15 .3. 255 1-0 13.0 1765
MAR-OCT
MAR-OCT

337
nr vnru•i v - v -b
LAKELAND 0-5
WASTE UTILIZATION PLAN
iBC
I4.2
j210
I
.2
1210
BC
5.1
1255
�j
IBC
4.2
121 0
BC
4E.7
1235
C 13.8 #190
PAGE 4
5.0
11050
MAR-OCT
3.0
1630
MAR-OCT
3.1
1790.5
MAR-OCT
4.5
1945
MAR-OCT
1.71399.8
MAR-OCT
1.0
1190
MAR-OCT
4.3
10.5
11
MAR-OCT
5.8
11102
MAR-OCT
50.7
SEP-MAY
END
TOTAL 06 9 1.
M Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirments. Beginning in 1996 the Coastal Zone
Management Act will require farmers in some eastern counties of NC to
have a nutrient management plan that addresses all nutrients. This
plan only addresses Nitrogen.

WASTE UTILIZATION PLAN PAGE 5
TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.
(Required only if operator does not own adequate
land. See required specification 2.)
TRACT
FIELD
SOIL TYPE & LASS-
CROP
YIELD
LBS
COMM N
'**
* LH5
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW
PER AC
AC
USED
APPLIC.
TIME
END
TOTAL
Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
In interplanted fields (i.e. small grain, etc, interseeded
in bermudagrass), forage crust be removed through grazing,
hay and/or silage. Where grazing, plants should be grazed
when they reach a height of six to nine inches. Cattle
should be removed when plants are grazed to a height of four
inches. In fields where small grain, etc, is to be removed
for hay or silage, care should be exercised not to let small
grainreach maturity, especially late in the season (i.e.
Aril or Max). Shading may result if small grain gets too
high and this will definitely interfere with the stand of
bermudagrass. This loss of stand will result in reduced
yields and less nitrogen being utilized. Rather than
cutting small grain for hay or silage just before heading as
is the normal situation, you are encouraged to cut the small
grain earlier. You may want to consider harvesting hay or
silage two to three times during the season, depending on
time small grain is planted in the fall.
The ideal time to interplant small drain, etc, is late
September or early October. Drilling is recommended over
broadcasting. Bermudagrase should be grazed or mowed to a
height of about two inches before drilling for best results.
* Acreage figures may exceed total acreage in fields due to
overseeding.
** lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
U

WASTE UTILIZATION PLAN
PAGE 6
re following legend explains the crop codes used in tables 1 and 2 above:
LBS N
CROP CODE
CROP
UNITS
PER UNIT
50
BC
HYBRID BERMUDAGRASS-CONTROLLED GRAZED
TONS
SG
SMALL GRAIN OVERSEEDED
AC
50
TOTALS FROM TABLES 1 AND 2
TABLE I I 210_G 1 30 91.25
TABLE 2 1 0
TOTAL 21 .
AMOUNT
*** BALANCE
30429
*** 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 limitat-ions. Actual total
acres n the fields listed may, and most likely will be, more than
the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic
land application of sludge at agronomic rates. The sludge will be
nutrient rich and will require precautionary measures to prevent
over application of nutrients or other elements. Your production
facility will produceproximately 4895.1 pounds of plant
available nitrogen (PAN)appper year in the sludge that will need to be
removed on a periodic basis. This figguure is PAN when broadcasting
the sludge. Please be aware that additional acres of land, as well
special equipment, may be needed when you remcve this sludge.

WASTE UTILIZATION PLAN
PAGE 7
See attached map showing the fields to be used for the utilization of
waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of
the soil at the time of irrigation such that runoff or ponding occurs:
This rate is limited by initial soil moisture content, soil structure,
soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding caVacity of the
soil at the time of irrigation nor should the plant available nitrogen
applied exceed the nitrogen needs of the crop.
Your facility is designed for 180 days of temporary storage
and the temporary storage must be removed on the average of once every
6 months. In no instance should the volume of waste being stored in
your structure be within 1.7 feet of the top of the dike.
if surface irrigation is the method of land application for this plan,
it is the responsibility of the producer and irrigation designer to ensure
that an irrigation system is installed to properly irrigate the acres
shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may snake 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:
Open ditch separating fields 2,3,4,5, and 6 will be tiled and
backfilled.

WASTE UTILIZATION FLAN PAGE 8
Plans and Specifications
1. Animal waste shall not reach surface waters of the state by runoff,
drift, manmade conveyances, direct application, or direct discharge
during operation or land application. Any discharge of waste which
reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division
of Environmental Management for every day the discharge continues.
2. The Field Office must have documentation in the design folder that
the producer either owns or has long term access to adequate
land to properly dispose of waste. If the producer does not own
adequate land to properly dispose of waste, he shall ggrovi.de MRCS
with a copy of a smitten agreement with a landowner who is within
a reasonable proximity, allowing him/her the use of the land for
waste application for the life expectancy of tine production
facility. it is the responsibility of the owner of the facility
to secure an update of the Waste Utilization Plan -when there is
a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the
Nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climate conditions, and
level of management, unless theme are regulations that
restrict the rate of application for other nutrients.
4. Animal waste may be applied to land that has a Resource
Management System (RMS) or an Alternative Conservation System
(ACS). If an ACS is used the soil loss shall be no greater
than 10 tons per acre per ear and ag ry riate filter strips
.� ._ will be used where runoff Teaves� the �ield. These filter
strips will be in addition to "Buffers" required by DEM.
(see FOTO Standard 393 - Filter Strips and Standard 390
Interim Riparian. Forest Suffers) .
5. Odors can be reduced by injecting the waste or disking after
waste application. Waste should not be applied when the
grind is blowing.
G. When animal waste is to be applied on acres subject to
flooding, it will be soil incorporated on conventionally
tilled cropland. When applied to conservation tilled crops
or grassland, the waste may be broadcast provided the
application does not occur during a season prone to
flooding. (See "Weather and Climate in North Carolina" in
the MRCS Technical Reference - Environment file for guidance.
7. Liqquuid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur offaite or
to surface waters and in a method which does not cause drift
from the site during appplication. NO ponding should occur
in order to control conditions conducive to odor or flies
azld to provide uniformity of application.
S• Animal waste shall not be applied to saturated soils, during
rainfall events, or when the surface is frozen.
9. Animal waste shall be applied on actively growing crops in
such a manner that no more than 20 to 25 percent of the leaf
area is covered.

WASTE UTILIZATION PLAN PAGE 9
10. Waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on these soils
should be held to a minimum and a suitable winter cover
crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of a
crop on are soil.
11. Animal waste shall not be applied closer than 25 feet to
surface water. This distance may be reduced for waters that
are not perennial provided adequate vegetative filter strips
are present. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than Zoo feet of
dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other
property and public right -of ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by discharge or by over -spraying.
Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site
y a "technical specialist". Animal waste s ould not be
applied on grassed waterways that discharge into matey
courses, except when applied at agronomic rates and -the
application causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into
the animal waste management system.
17. Lagoons and other uncovered waste containment structure$
must maintain a maximum operating level to provide adequate
storage for a 25-year, 24-hour storm event i,n addition to
one (1) foot mandatory freeboard.
18. A protective cover of appropriate veggetation will be
established on all disturbed areas Magoon embankments,
berms, pipe runs, etc.). If needed, special, ve etation
shall be provided for these areas and shall be genced, as
necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc. are limited to
areas where considered appropriate. Lagoon areas should be
kept mowed and accessible. Lagoon berets and structures
should be inspected regularly for evidence of erosion, leakage
or discharge.
19. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and imple-
mentin a 'closure plane which will eliminate the possibility
of an illegal discharge, pollution and erosion.
20. Waste handling structures, pi ing, pumps, reels, etc., should
be inspected on a regular bass to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should be kept
on site.

WASTE UTILIZATION PLAN
r
NAME OF FARM: SANDY EVANS
OWNER / MANAGER AGREMENT
PAGE t !0
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the ap-
proved animal waste utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of the
waste treatment and/or storage system or construction of new
facilities will require a new utilization plan and a new certification
to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have access to equipment,
primarily irrigation equipment, to land apply the animal waste
described in this waste utilization plan. This equipment must be
available at the appropriate pumping time such that no discharge
occurs from the lagoon in a 25-year 1-day storm event. I also cer-
tify that the waste will be applied on the land according to this
plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER. SANDY EVANS
SIGNATURE : DATE: fZZZ 9�
NAME OF MANAGER KOT different from owner):
please print
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: DAVID REDGPETH
AFFILIATION: NATURAL RESOURCES CONSERVATION SERVICB
ADDRESS (AGENCY): 440 CATON RID
LUMBERTON NC 26358
SIGMA DATE:
l Z IP6

,�
State of North Carolina
Department of Environment,9Healtl and ' Aitural Resources
Division of Water Quality
Non -Discharge Permit Application Form t Survey
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Liquid Animal Waste Operations
The following questions have been completed utilizing information on file with the
Division. Please review the information for complete r-s d m4e,4tp�corrections
which are appropriate. If a question has not been lDl Ion, please
complete as best as possible. Do not leave any question unanswered.
Application Date: mar ch _ 1']I iq `1 A1!- 1 8 1997
FAME t i V*.'LL.
1. REQUIRED -ITEMS CHECKLIST REG. 0i-r9%13C
Please indicate that -you have read the following listof regpirements by signing your initials in the space jkgvided neat to each.
item.
�in1­ant� lnitialS
1. One completed and signed original and one copy of the application for General Permit -Animal
Waste Operations; /
2. Two copies of a general location snap indicating the location of the animal waste facilities and
field locations where animal waste is disposed;
3. Two copies of the Certified Animal Waste Management Plan (CAWMP). if the facility does
not have a CAWMP, one must be completed prior to subn7 al of a general permit application
for animal waste operations. 5�1
II. GENERAL INFORMATION:
1. Farm's name: Sandv Evans 13-20
2. Print Land Owner's name: Sandy Evans . _ -
3. Land Owner's Mailing address: RE-1- ox 306 - -- -- -- - -- _ _
City: EaiU=t ti Zip: 28340
to —
Telephone Number: -
4. County where farm. is located: Robeson
5. Farm Location (Directions fr m 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):
6. Print Farm Manager's name (if different from Land Owner):
7. Lessee's / lntegrator's name (if applicable; please circle which type is listed): USDA-SCSPrestage Farms
FORIM. AWO-G-E 2/97 Page I of 3

III. OPERATION INFORMATION:
1. Farm No.: ji-$Q
2. Operation Description: Swine Q=ation
5880 - Certified Design Capacity
Is the above information correct? ® yes; 0 no. if no, correct below using the design capacity of the facility
L= of Sl&im No. of Animals T= of Pouln T3= of Cattle No, gf Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish .Z AD 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 fum:' , R ---No. of Animals; -
3. Acreage cleared and available for application: Required Acreage (as listed in the. CAWNIP): 49.7
4. Number of Lagoons: Total Capacity: Cubi.^. Feet (ft3)
Natmber of Storage Ponds: ; Total Capacity: _ Cubic Feet (ft3)
5. Is animal waste being applied on any field which has subsurface drains? YES or (please circle one)
6. Are subsurface drains present in the vicinity of or under the lagoon? YES or EDplease circle one)
IV. APPLICANT'S CERTIFICATION:
I, Sana A �F vp, Y% (Land Owners name listed in question 11.2), attest that
this application for 1 rde- d ral
has peen reviewed by me and is accurate and comiAete 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, his application package
will be returned )v me as incompleter,
.. Signature
Date 3 - a. B - q 7
V . MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I, (Manager's name listed in question H.6), attest that this
- .annlication-for - - —-------- — —=---- - --- —-...--•- -- —_-- -----
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
a97M
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTNG INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FORM: AWO-G-E 2197 Page 2 of 3

(Z..
f_
PRODUCER: SANDY EVANS
LOCATION: RR 1 SOX 306
FAIRMONT
E
WASTE UTILIZA'TIONSkN'3I`1• UNIT
December 28 1995
PAGE 1
91 '14V 25 PH I- 'IL
REVISION
WAAa
NC 28340
TELEPHONE: [phone]�
Ww�
TYPE OPERATION: Feeder to Finish Swine mA,�11
NUMBER OF ANIMALS: 13230 hogs design capacity -44.
( I�- 1,P,454s) ta4-t-1
The waste from your animal facility must be land applied at a specified
rate to prevent pollution of surface and/or groundwater. The plant
nutrients in the animal waste should be used to reduce the amount of
commercial fertilizer required for the crops in the fields where waste
is to be applied. This waste utilization plan uses nitrogen as the
limiting nutrient. Waste should be analyzed before each application
cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner. Always
apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can
utilize. Soil types are important as they have different infilitration
rates, leaching potentials, cation exchange capacities, and available
water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special pre-
cautions, waste may be applied to land eroding at up to 10 tons per
acre per year. Do not apply waste on saturated soils, when it is
raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM
regulations. Wind conditions should also be considered to avoid drift
and downwind odor problems. To maximize the value of the nutrients
for crop production and to reduce the potential for pollution, the
waste should be applied to a growing crop or applied to bare ground
not more than 30 days prior to planting. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
This plan is based on waste application through irrigation for this
is the manner in which you have chosen to apply your waste. If you
choose to inject the waste in the future, you need to revise this
plan. Nutrient levels for injecting waste and irrigating waste are
not the same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage require-
ments should be based on the waste analysis report from your waste
management facility. Attached you will find information on proper
sampling techniques, preparation, and transfer of waste samples to
the lab for analysis.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H.0217 adopted by the Environmental
Management Commission.

WASTE UTILIZATION PLAN PAGE 2
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons; etc.)
13230 hogs x 1.9 tons waste/hogs/year = 25137 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
13230 hogs x 2.3 lbs PAN/hogs/year = 30429 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.

WASTE UTILIZATION PLAN PAGE 3
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
PER AC
AC
USED
APPLIC
5.1
TIME
4448
DUPLIN 0-21
BC
255
0
918
MAR-OCT
4448 15 IDUPLIN 0-2, BC 5.1 1255 0 6.1 1 1555.5
MAR-OCT
4448 5 IDUNBAR 0-2s DRAINED IBC 14.5 1225 0 11.2 1270
MAR-OCT
4448 4 IDUPLIN 0-2%- BC 5.1 1255 0 12.0 1510
MAR-OCT
4448 4 IMARLBORO 2-6o BC 5.1 1255 0 14.0 11020
MAR-OCT
4448 13 COXVILLE DRAINED BC 2.5 1312.5 10 11.7 J531.25
LIAR-OCT
4448 2 IDUNBAR 0-2o DRAINED 113C 14.5 1225 0 14.6 J1035
MAR-OCT
4448 2 IDUPLIN 0-2a BC 5.1 1255 0 18.2 12091
MAR-OCT
4448 2 JKALMIA 0-2a BC 5.4 1270 0 18.2 12214
MAR-OCT
444 12- JWAKULLA_0-6-; BC 4.2 1210 0 I4.0 1840
MAR-OCT
4448 1 JKALMIA 0-2o BC 5.4 1270 0 16.0 11620
MAR-OCT
4448 1 IWAGRAM 0-66 BC 14.7 123S 0 11.5- 352.5
MAR-OCT
4448 1 LAKELAND 0-5o BC 3.8 1190 0 13.-S-- 1665
MAR-OCT
l SEP--MAY
3W33
6
2 • -7
BC
5.1
'
222440CT
IDUPLIN
1255--T-
]8._8
337216
2-6k
BC
5-1
0
1810.5
IMARLB0RO
12.55
17.-l-
1 MAR-OCT
37215
MARLBORO 2-6
BC
5.1
0
3
1
1255-
13.0
1765
MAR-OCT
DUPLIN 0-2
BC
5.1
255
0
3.4
1867
MAR-OCT

•
WASTE
UTILIZATION
PLAN
PAGE 4
3372
4
JOHNS ALL
BC 4.2
210
0
1050
15.01
MAR-OCT
37
4
WAKULLA 0-676
BC 4.2
0
1210
13.0 1630
MAR-OCT
4
2-6o
BC 5.1
0
5
IMARLBORO
1255
13.11 17910.
MAR-OCT
3
JOHNS ALL
BC 4.2
0
1210
14.5 1945
MAR-OCT
W
2
0-61
BC
0
IWAGRAM
14.7
1235
11.7 13MA99R-OCT.5
1
DRAINED
BC
0
ILUM13EE
13.8
1190
11.0 1190
MAR-OCT
1
0-6!s
BC
0
1010.5
7RAM
14.7
1235
14-.3
1 MAR-OCT
1
0-5o
BC 3.8
0
ILAKELAND
1190
15.8,11102
MAR-OCT
3% _
ALL
SG 1
0
! �.
2535
I
150
SEP-MAY
END
TOTAL
30691.2
- Indicates that this field
is being overseeded
(i.e.
interplanted)
or
winter annuals follow summer
annuals.
NOTE:
The
applicator is cautioned
that P and
K may
be over
applied
while
meeting
the N requirments.
Beginning in
1996
the Coastal
Zone
Management
Act will require farmers in some eastern
counties
of NC to
have
a nutrient
management plan that addresses
all nutrients.
This
plan
only
addresses Nitrogen.

WASTE UTILIZATION PLAN
PAGE 5
TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate
land. See required specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW
PER AC
AC
USED
APPLIC.
TIME
END
TOTAL 0
- Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
In interplanted fields (i.e. small grain, etc, interseeded
in bermudagrass), forage must be removed through grazing,
hay and/or silage. Where grazing, plants should be grazed
when they reach a height of six to .nine inches. Cattle
should be removed when plants are grazed to a height of four
inches. In fields where small grain, etc, is to be removed
for hay or silage, care should be exercised not to let small
grain reach maturity, especially late in the season (i.e.
April or Maur). Shading may result if small grain gets too
high and this will definitely interfere with the stand of.
bermudagrass. This loss of stand will result in reduced
yields and less nitrogen being utilized. Rather than
cutting small grain for hay or silage just before heading as
is the normal situation, you are encouraged to cut the small
grain earlier. You may want to consider harvesting hay or
silage two to three times during the season, depending on
time small grain is planted in the fall.
The ideal time to interplant small gain, etc, is late
September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a
height of about two inches before drilling for best results.
* Acreage figures may exceed total acreage in fields due to
overseeding.
** lbs AW N (animal waste nitrogen) equals total required nitrogen
Less any commercial nitrogen (COMM N) supplied.

WASTE UTILIZATION PLAN
PAGE 6
'he following legend explains the crop codes used in tables 1 and 2 above:
LB5 N
CROP CODE
CROP
UNITS
PER UNIT
50
BC
HYBRID BERMUDAGRASS-CONTROLLED GRAZED
TONS
SG
SMALL GRAIN OVERSEEDED
AC
50
TOTALS FROM TABLES 1 AND 2
TABLE 1 1 210.6 1 00691.25
TABLE 2 1 0
TOTAL 210.6
* * * BALANCE
30991.2
1 30429
1-262.25
*** 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.
NOTE: The Waste Utilization Plan must contain provisions for periodic
land application of sludge at agronomic rates. The sludge will be
nutrient rich and will require precautionary measures to prevent
over application of nutrients or other elements. Your production
facility will produce approximately 4895.1 pounds of plant
available nitrogen (PAN) per year in the sludge that will need to be
removed on a periodic basis. This figure is PAN when broadcasting
the sludge. Please be aware that additional acres of land, as well
special equipment, may be needed when you remove this sludge.

WASTE UTILIZATION PLAN
PAGE 7
See attached map showing the fields to be used for the utilization of
waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of
the soil at the time of irrigation such that runoff or ponding occurs.
This rate is limited by initial soil moisture content, soil structure,
soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the
soil at the time of irrigation nor should the plant available nitrogen
applied exceed the nitrogen needs of the crop.
Your facility is designed for 180 days of temporary storage
and the temporary storage must be removed on the average of once every
6 months. In no instance should the volume of waste being stored in
your structure be within 1.7 feet of the top of the dike.
If surface irrigation is the method of land application for this plan,
it is the responsibility of the producer and irrigation designer to ensure
that an irrigation system is installed to properly irrigate the acres
shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report
for assistance in determining the amount of waste per acre and the proper
application rate prior to applying the waste.
NARRATIVE OF OPERATION:
Open ditch separating fields 2,3,4,5, and 6 will be tiled and
backfilled.

WASTE UTILIZATION PLAN PAGE 8
Plans and Specifications
1. Animal waste shall not reach surface waters of the state by runoff,
drift, manmade conveyances, direct application, or direct discharge
during operation or land application. Any discharge of waste which
reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division
of Environmental Management for every day the discharge continues.
2. The Field Office must have documentation in the design folder that
the producer either owns or has long term access to adequate
land to properly dispose of waste. If. the producer does not own
adequate land to properly dispose of waste, he shall provide NRCS
with a copy of a written agreement with a landowner who is within
a reasonable proximity, allowing him/her the use of the land for
waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility
to secure an update of the Waste Utilization Plan when there is
a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the
Nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climate conditions, and
level of management, unless there are regulations that
restrict the rate of application for other nutrients_
4. Animal waste may be applied to land that has a Resource
Management System (RMS} or an Alternative Conservation System
(ACS). If an ACS is used the soil loss shall be no greater
than 10 tons per acre per year and appropriate filter strips
will be used where runoff leaves the field. These filter
strips will be in addition to "Buffers" required by DEM.
(See FOTG Standard 393 - Filter Strips and Standard 390
Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after
waste application_ Waste should not be applied when the
wind is blowing.
G. When animal waste is to be applied on acres subject to
flooding, it will be soil incorporated on conventionally
tilled cropland. When applied to conservation tilled crops
or grassland, the waste may be broadcast provided the
application does not occur during a season prone to
flooding. (See "Weather and Climate in North Carolina" in
the MRCS Technical Reference - Environment file for guidance.
7. Liquid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur offsite or
to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur
in order to control conditions conducive to odor or flies
and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during
rainfall events, or when the surface is frozen.
9. Animal waste shall be applied on actively growing crops in
such a manner that no more than 20 to 25 percent of the leaf
area is covered.

WASTE UTILIZATION PLAN PAGE 9
10. Waste. nutrients shall not be applied in fall. or winter for
sprint/ planted crops on soils with,a high potential for
leaching. Waste nutrient loading rates on these soils -
should be held. to a minimum and a suitable winter cover
crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of a
crop on bare soil.
11. Animal waste shall not be applied closer than 25 feet to
surface water. This distance may be reduced for waters that
are not perennial provided adequate vegetative filter strips
are present. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14_ Waste shall be applied in a manner not to reach other
property and public right -of ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by discharge or by over -spraying.
Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site
by a "technical specialist". Animal waste should not be
applied on grassed wateivays that discharge into water
courses, except when applied at agronomic rates and the
application causes no runoff or drift from the site.
1£. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into
the animal waste management system.
17. Lagoons and other uncovered waste containment structures
must maintain a maximum operating level to provide adequate
storage for a 25-year, 24-hour storm event in addition to
one (1) foot mandatory freeboard.
18. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments,
berms, pipe runs, etc.). If needed, special vegetation
shall be provided for these areas and shall be fenced, as
necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody.species, etc. are limited to
areas where considered appropriate. Lagoon areas should be
kept mowed and accessible. Lagoon berms and structures
should be inspected regularly for evidence of erosion, leakage
or discharge.
19. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and imple-
menting a "closure plan" which will eliminate the possibility
of an illegal discharge, pollution and erosion.
20. Waste handling structures, piping, 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.

WASTE UTILIZATION PLAN PAGE 810
NAME OF FARM: SANDY EVANS
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the ap-
proved animal waste utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of the
waste treatment and/or storage system or construction of new
facilities will require a new utilization plan and a new certification
to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have access to equipment,
primarily irrigation equipment, to land apply the animal waste
described in this waste utilization plan. This equipment must be
available at the appropriate pumping time such that no discharge
occurs from the lagoon in a 25-year 1-day storm event. I also cer-
tify that the waste will be applied on the land according to this
plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: SANDY EVANS
SIGNATURE: DATE:_ VZ/ 9
NAME OF MANAGER 'f different from owner):
please print
SIGNATURE:
DATE:
NAME OF TECHNICAL SPECIALIST: DAVID HEDGPETH
AFFILIATION: NATURAL RESOURCES CONSERVATION SERVICE
ADDRESS (AGENCY): 440 CATON RD
LUMBERTON NC 28358
SIGNATUR DATE: l Z 6

srr
Or
MOP
P..Tv tl,e
L4
14
'VN
A lib
OT
iv
WAII
1,041111 gFeW -
�7 'A.
TIQ Fovy y':'. 44
coin W
1 IS
I�
OTT,
A., 4 It,

Slale-of Nadh C atollna
Department of-EnvIronment,
Health and Natural Resources -
Dlvislon of Environmental Mcnagement
James B. Hunt, Jr., Governor
Jonathan B. Howes. Secretary
A. Preston Howard. Jr., P.E. Director
C�STTI-1=10N FQ$^=25TING F;=QT5
INSTRUCTIONS FOR CERTIFICATION OF APPROVED AN114AL'14ASTE mANAGr=rr PL;a15 FOR
EXISTIM A14IMAL WASTE HAITAGFMENT SYSTEMS'. SERVING FEEDLOTS
In brzer to bo deemed permitted by the Division cf Environmental Management
(DEM) . the owner of arty existing animal waste management sytten constructed and
opek1tionAl before January 1; lt§4 i.rhich is ahMned to serve greater than or
equal ' td the itn" Al , populations liiited below is requited ko submit a signed
certifi.catiori fat= to DE4nuarl _l. 199A. PasturA operations are
exempt ftota the r"diramdnt to be bart:ified.
lea h&ad of cartie
75 ha3r9ee
2so nr9.ab
'. I; OOf7 fhdeg
30 i ao0: bitwith a liquid ,rrtslts system
The cr;rtification'must be signed- by. the owned of the feedlot (and manager if
different trout- kh1J owner) and by any technical specialist designated by the Sail
and Water Conservation Commission pursuant to 15A NtAC. 6F .00o1- .0oa5 The
technical specialist must -verify that all applicable operation and maintenance
standards and specifications -can be met. txistinq systems are not required. to
meet design and construction.standards and specifications.
Although the actual number of anihials on the facility may vary from time to time,
the design capacity of the waste handling system should be used to determine if
a farm is subject to the certification requirement:, For example; if the waste
system for a feedlot is designeLk-ko handle 300 hogs but the average population
will be 200 ,hogs,z_then the .waste management aystem<,requires A. cartificationi
This ctrtification is required by regulations governing animal wasti management
systems adopted by the Errviranmental Hanagement Commission (EMC) on December 10,
1992 {Tit1�',lSA:NCAC. 2H .0217) .
On the . tevea:se 'aide of this page is .the certification form which must be
submitted Ed DM before January 1. 1998. Assistance in completing the form can
be obtained from one of the local agricultural agencies such as the Soil and
Water Conservation District, the USDA -Soil Conservation Service, or the N.C.
Cooperative Extension Service, The completed form should be sent to:
Department of Environment, Health and
Division of Environmental Management
r ! Water Quality Section,. Planning Branch
17 P.O. Box 29935
Raleigh, N.C.. 27626-0535
Phones 9t9-733-5083
Form IDs ACEXIST0194
Natural Resources
Aggv-A::y�
Steve W. Tedder, Chief
Water Quality Section
Date: bf---- gg M
R.O. Box 29s35. Pdeigh. North Ccraifna 27626-0635 Telephone [phone] FAX [phone]d96
An E ud Oppodtinify Affirmcfiva Ac'lon Empfoyer W% recycled! 10% posf-Cor-1-=8( pvper

AU32AL WASTR Pt.AH C2=71CAT=oN FOA P.=Z=G F-EMLaT9
pleas• rsturn the aomplatad fort to the Division of Znv3rnnmanta1 lfama' gemext at
the addt4g* ba thi tev*=A4 aids of this form.
Name of farm (Please print!: Sandv Evans
Mailing Addresss RR 1 Box 306 Fairmont NC
Phone No. (9,iQ} h2b h49b
County (of farm): Robeson
Fars: location: Latitude and Longitudd342 21.'=' /��Q.�'QZ:. (required) . Also,
please,attach a copy of a county road map with location identified.
Type of aperaticii . (swine, layer: dairy-, etc.) s Swine
Design capacity '(number of animals)! 7940 4-Houses (Feeder -Finish)_
Average sizs,2,of operation (12 month population avg.): 2940
Average acreage needed for land application of waste (acres It
as srs��swwrabsswawsswrrwsswrassrssrsrrsrrswwrwrwwrrwswsswrwaawaswssrsrswswrsss
Tec"40ta1. dpnaial.ilit Cirtif3sat3oa
As - A- tgchhidAl Apdcialist• designated by.. the North Carolina Soil and. water
Conservation,Cammltxion pursuant to 15A f=C S ' .0005,'1 certify that the -
existing animal iraste management system for. this farce named- above has an animal .
waste management plan, that -meets tine operation ' and ' inaintan&he_e standards and
specifications of the Division of Environmental-Hahagement and the USDA -Soil
Conservation Service and/or the North Carolina Soil and Water Conservation
Commission pursuant to 15A NCAC 2H.0217 and 15A•NCAC' 6F :0001.-.0005. The
following elements and their corresponding minimum criteria have been verified
by ale or other designated technical specialists- and are inclUded in the plan as
applicable: minitausst separations (buffers); adequate quantity and amount of Land
for waste utilization (or use of third party)t access or'ownership of proper
waste application equipment; schedule for tuning of applicationst application
rather loadihd..rates'. and the control of the. discharge of pollutants. from
stormwetdr:rUnoff..events less savere.than the -25-ybi9.r,'24-hour storm.
Aami,of Tschnicatl Speaiali.st (Please Print)-, David Hedsveth
'AffiliAtion (Agency) s - N Cur 1 Resgjirces_ Conservation Service
Address 440 Caton Rd.,, Lumberton NC Phone No. [phone]
SignaturelLg�� G3 Date:_
rrrwalwr=srsrrrwlawtiswlwrw wrrrrwrrrrirrrlwwswrr�a=rrwssslssssf�wtiws
a,tnda: /Haitd�ir �g�iematst - ..
I (we)'Undarz6nd the operdtion and mainte:iance. procedures established in the
approved animal waste management playa for the farm named above and will implement
these Drocedttrss : 1 (we) know that any. expansion to the 4xiating design capacity
of the Basta ttei tment and stntage system or tonst--•uctiod of-nsw'faeilities will
require a new certification to be submitted to the' Diirisidh of Ehvironmetatal
Hanagement before the new animals are stocked. I (we) also understand that there
must be no discharge of animal waste from this systems to surface waters of the
state either directly through a.man-made conveyance or through runoff from a
storne event legs teriere than the 25-year, 24-hour storm. The approved plan will
be filed hd this farad and at the office of tics local Soil and Water Conservation
District.
Naar of Land et ( lease rint)s Sandy Evans
Signature:
aop
Name of Manager, I different from owner (Please print)i
Signatures Datdt
NQta: A change in land ownership requires notification or a new certification
(if the approved plan is changed) within.60 days of a title transfer.
DEN USE ONLY: ACES

A-1
7
rw
J. - JOE
21
22ft
law -am
Im-
JIM
41
Nola Aw N#CLUM Olt,
Go "Fm %VAT? "A&CA*ft ttum
AW "T54
In,, Moon fly iq CoWrT *OAft FkWn,
**AM
00" AS 01 yy�AM *OAK
dk
NORTI

a
WASTE UTILI2ArION PLAN
----------------------
REVISION
Owners name --:SANDY EVANS County:ROBESON
Mail Address-:RR.1 BOX 306 FAIRMONT, NC 28340
Type of production unit----:FEED-FIN
Number of animal units-----: 7350
Type of waste facility ------:Anaerobic Lagoon
Temporary str.rage period---: 180 days
Method'ff application ------ :IRRIGATION
Amount of animal waste produced------------------: 13965 tons/year
Amount of plant available N produced by animals-: 16905 lbs./year
Commercial N to apply on planned acreage--------: 0 lbs./year
Your animal waste utilization plan has been specifically
developed for -your swine operation. The plan is based on the
soil types, crops to be grown, and method of application for
your particular operation. The waste must be land applied at a
spec i f i ed rate to prevent. po 1 1 ut i on of surf ace and/or ground
water. The plant nutrients in tjh'e animal waste should be used to
reduce the amount of commercial fertilizer required for the crops
where the waste is to be applied. This waste utilization plan
uses nitrogen as the limiting nutrient. Waste should be
analyzed before each appIicat'd_an cycle and annual soil tests
are encouraged so that all plant nutrients can be balanced for
realistic yields of the crop to be grown.
Several factors are important in implementing your waste
utilization plan in order to maximize -the fertilizer value of
the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the
needs of the crop to be grown and the nutrient'content of the
waste. Do not apply more nitrogen than the crop can utilize.
Soil types are important as they have different infiltration
rates and leaching potential. Waste shall not be applied to
land eroding at greater than 5 tons per acre per year. Do not
apply waste on saturated soils or on land when the surface is
frozen. Either of these conditions may result in runoff to
surface waters. Wind conditions should also be considered to
avoid drift and downwind odor problems. To maximize the value
of nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or
not more than 30 days prior to planting. Soil incorporation
of waste will conserve nutrients and reduce odor problems.

Page 2
The acres needed to apply the animal waste is based on typical
nutrient content for this type of facility. Annual acreage
requirements may be more or less based on the waste analysis
report for your waste management facility.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract Field
Soil
Crop
Yield
Lbs. N
Acres
Lbs. N
Month to
Acres to
No.
No.
Type
Code
/Acre
/Unit
Used
Apply
Overseed
4448
K
0
100.00
1700
S-APRIL
17.0
4448:_,
6
DpA
C
6
50.00
3.5
1050
MAR-OCT
4448 r
5
DpA
C
6
50.00
6.1
1830
MAR-OCT
4448
5
On
C
5.3
50.00
1.0
265
MAR-OCT
4448
4
DpA
C
6
50.00
1.9
570
MAR-OCT
4448
4
MaB
C
6
50.00
4.0
1200
MAR--OCT
4448
3
Co
C
4
50.00
1.7
340
MAR-OCT
4448
2
On
C
5.3
50.00
4.4
1166
MAR-OCT
4448
2
DpA
C
6
50.00
8.0
Z400
MAR-OCT
4448
2
KaA
C
6.3
50.00
8.0
2520
MAR--OCT
4448
2
WkB
C
5
50.00
4.0
1000
MAR-OCT
4448
1
KaA
C
6.3
50.00
6.0
1890
MAR-OCT
4448
1
WaB
C
5.5
50.00
1.0
Z75
MAR-OCT
4448
1
La8
C
4.5
50.00
3.5
787.5
MAR-OCT
Total
$3.1
' 16994
------
17.0
Available
Nitrogen
(includes
commercial)
16905
--Surplus
Or Deficit
-89
Crop codes: Crop -unit
A=Barley-bu. af
B=Bermudagrass(graze)-tons
C=Bermudagrass (hay) -tons
D=Corn(grain)-bu.
E=Corn (s i I age) -tons
F=Cotton-lbs. lint
G=Fescue(graze)-tons
H=Fescue(hay)-tons
t_
I=Oats-bu.
J=Rye-bu.
K=Smal I grain(graze) --acre
L=SmaI I grain(hay) -acre
M=So rghum (gra i n) -cwt.
W=Wheat-bu .
Y=Fescue (pasture) -tons
Z=Bermudagrass (pasture) -tons

Page 3
If more commercial fertilizer is used than shown in this plan,
then additional acres of land may be needed. A three to fifteen
feet wide permanent grass filter strip should be seeded along all
ditches in fields that receive animal waste.
Additional comments:
17 acres of bermunda hay_iand will require overseedin& each _fall with
small gain in order to provide sufficient acreage for the utilization
of waste _prodLL�ed b_y this oneraton. These 17 acres will be rotated
---------- ------------------------------
within the bermuda fields at least every other year. The small grain
-wZr`he re'movea �y grazing --iT eri a�itcses separating sleds �,-3; +�i 5
and 6 are to tiled and backfil ed.
-------------- ---------------------------------------
Prepared by. it cc � Ti tl e j ..._74 Date. g!/-7Q�
Concurred in by: _ _ --- _---------- Date. Z2:j/
Pro ucer
I understand that I must own or have access to equipment,
primarily irrigation equipment, to land apply the animal waste
described in this waste uti 1 izatio-n- plan. This equipment must be
available at the appropriate pumping time such that no discharge
occurs from the Iagoon in a 25—year 1—day storm event. I also
certify that the waste will be applied on the land according to
this plan at the appropriate tiSas and at rates that no runoff
occurs.
Producer
Technical Specialist:
(Copy to producer and copy to case f i 1 a)
Date .
Date: _07 P5—

It V' W I
lit W,

At-taciiment A
WASTEUTILIZATION 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.
Illegal discharges are subject to the assessment of civil
penalties of $10,000 per day by the Division of Environmental
Management for every- day the discharge continues.
Z. '-,The Field Office must have documentation in the design folder
that the producer either owns or -has long term access to
adequate land on which to properly apply the waste. If the
producer does not -own adequate land to properly dispose of
waste, he•shall provide MRCS with a copy of a written
agreement (sample -enclosed) with a landowner who is within a
reasonable proximity, allowing him/her the use of the land
for waste- application. for the life expectancy of the
production facility. It is the responsibility of the owner
of the facility to secure an update of the Waste Utilization
Plan when -there is a change in the operation, increase in the
number of -animals, method.of utilization,.or available land.
3. Animal waste shall be applied to meet, but not exceed, the
Nitrogen needs for realistic -arc yields based on soil type,
available moisture, histozi.cal data, climate conditions, and
level of management,. unless there are regulations that
restrict the rate of application for other nutrients.
4, Animal waste may be applied to land that has a Resource
Management System (RMS) or an Alternative Conservation System
(ACS). If an ACS is used the soil loss shall be no greater
than 10 tons per acre per year and appropriate filter strips
will be used where runoff leaves the field. These filter
strips will be in addition to - "Buffers" required by DEM [See
FOTG Standard 393 -- Filter Strips and Standard 390
(Interim) - Riparian Forest Buffers.]
S. Odors can be reduced by injecting the waste or disking after
waste application. Waste should not be applied when the wind
is blowing.
6. When animal waste is to be applied on acres subject to
flooding, it will be soil incorporated on conventionally
tilled cropland. When applied to conservation tilled crops
or grassland, the waste may be broadcast provided the
application does not occur during a season prone to flooding.
(See "Weather and Climate in North Carolina" in the Technical
Reference - Environment field for guidance.)

AtUiehmutit A
WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
7. Liquid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur offsite or
to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in
order to control conditions conducive to odor or flies and
provide uniformity of application.
a. 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 no more than 20 to 25 percent of the leaf
area is covered with solids.
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 on bare soil.
11. Animal waste shall not be applied closer than 25 feet to
surface water. This distance may be reduced for waters that
are not perennial provided adequate vegetative filter stripe
are present. (See Standard 393 - Filter Stripe)
12. Animal waste shall not be aavlied 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 overspraying.
Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site
by a "technical specialist". Animal waste should not be
applied on grassed waterways that discharge directly into
water courses, and only then at agronomic rates provided the
application causes no runoff or drift from the site.

Attacbment A
WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
15. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into
the animal waste management system.
17. Lagoris and other uncovered waste containment structures
must maintain a maximum operating level to provide adequate
,storage for a 25-year, 24-hour storm event in addition t❑
the one (1) foot mandatory freeboard.
18. A protective cover of appropriate vegetation will be
established'on all disturbed areas (lagoon embankments,
berms, pipe runs, etc.). I€ needed, special vegetation
shall be provided for these areas and shall be fenced, as
necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc. are limited to
areas where considered appropriate. Lagoon areas should be
kept mowed and accessible. Lagoon berms and structures
should be inspected regularly for evidence of erosion,
leakage, or discharge.
19. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and
implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
20. 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.

Scale of blur th (_;urullnua
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr.. Governor
Jonathan B. Hawes. Secretary
A. Preston Howard, Jr.. P.E.. Director
C_-RT;:?-! ;3T=N FOR =3STING Z_DLOTg
IMSTRUCTIONS FOR CERTIFICATION OF APPROVED ArrZMAL WAS TE MANAGE-HEi•rr PLANS FOR
EXISTING ANIMAL WASTE MADTAGEIM" SYSTEMS SERVING FEEDLOTS
In offer to be deemed permitted by the Di-rision of Environmental Management
(DEM),�the owner of any existing animal waste management system constructed and.
operational before January 1, 1994 which is designed to serge greater than or
equal to the animal populations listed below is required to submit a signed
certification form to DEM before ,7anua=Z ]- 1999. Pasture operations are
exempt from the requirement to be certified.
100 head of cattle -
75 horses
250 a-rine
1,000 Sheep
30 r 000 bi--^da with a liquid wasta aystam
The Certification must be signed by. the owner of the feedlot (and manager if
different from the owner) and by any technical specialist designated by the Soil
and Water Conservation Commission pursuant to 15A NCAC 6F .0001- .0005.. The
technical specialist must verify,.that all applicable operation and maintenance
standards and specifications can .be met. Existing systems are not. required. to
meet design and const--uctfon standards and specifications -
Although the actual number of animals on the facilit-y may vary from time to time.
the design capacity of the waste handling system should be used to determine .i.f
a farm is subject to the certification requirement. For pxammle, if the waste
system for a feedlot is designees to handle 300 hogs but the average population
will be 200 hogs,. -then the waste management systems requires a certification.
This Certification is required by regulations governing animal waste management
systems adopted by the rnviranmental Management Commission (EMC) an December 10,
1992. (Title 15A NCAC 2H .0217) .
On the. reverse. side of this page is the certification form which must be
submitted to DEM before January 1, 1998. Assistance in completing the form can
be obtained From one of the local agricultural agencies such as the Soil and
Water Conger —ration District, the USDA -Soil Conservation Service, or the N.C.
Cooperative Extension Service. The completed form should be sent to:
Department of Environment, Health and
Division of Environmental Management
Water Quality Section, PlannJ=g Branch
P.O. Box 29535
Raleigh, N.C. 27626-0535
Phone: [phone]
Form ID: ACE=ST0194
Natural Resources
Steve W. Tedder, Chief -
Water Quality Section
Date: a&-- gg /5
P.O. Box 29535. Rdeigh, Ncrth Ccroima 2762640535 Telephone [phone] FAX [phone]
An E=d Oppcdhmtty Aifffmattve Acicn Employer W%recycled/ 10%post-c=1s ner paper

ati17M ' WAST8 HARAcmmm PLAn c'3RT=Y'=c.';LT=ON - FoR MS=5T= is F,=LaTz
Please return the completad fora to the D17i3ion of Eavizaaaaatai Management at
the address an the reverse side of this fora.
Hame of farm (Please print): Sandy Evans
Mailing Address: RR 1 Box 306, FairmonF,N
Phone t•fo.:_S`J1U1 bZ75-04y16
Caunt* rr(jf farm)
Farm location: Latitude and Longitude:3� 22 44 /79° OS 28 (required). Also,
please attach a copy of a count-y road map with swineg t�ion identified.
Type of operation (swine, layer, dairy, etc.):
Design capacity (number of animals):, 177n 12-douse Feeder -Finis
Average size of operation (12 month population avg.):
Average acreage needed for land application of waste (acres): S f
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TechaiCal special 4 t.ca=tification
As a t"chaical specialist designated by the North Carolina Sail and water
Conservation Commission pursuant to 15A NCAC 6F .0005, I certify that the
existing. animal waste management system for the farm named above has an animal
waste management plan that meets the operation and maintenance standards and
specifications of the Division of Envizor:mental Management and the USDA -Soil
Conservation Service and/or the North Carolina Sail and Water Conser-ation
Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The
following elements and their correspanding minimum criteria have been verified
by me or other designated technical specialists and are included in the plan as
applicable: mini*l+um separations (buffers) ; adequate quantity and amount of land
for waste utilization (or use of third party); access or ownership of proper
waste application equipment; schedule for timing of applications; application
rates; loading rates: and the control of the discharge of pollutants from
stormwater.runoff. events less severe than .the 25-year, 24-hour storm_
Name of Tec3saieal Specialist (Please Print): David Hedgpeth
Affiliation (Agency). Natural Resources Conservation Service
Address: 440 Caton Rd., Lumberton, NC*28358 Phone No. (910) 739=5478
Signature! �� Date. -ZL;�o Zq S_ _
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Cwasr/Haaager Agsmement
I (we) understand the operation ';fnd maintenance procedures established in the
approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any,expansian to the existing design capacity
of the waste treatment and storage system or construction of new facilities will
require a new certification to be submitted to the Division of Environmental
Management before the new animals are stocked. I (we) also understand that there
must be no discharge of animal waste f-om this syst — to surface waters of the
state either directly through a man -wade conveyance or through runoff from a
storm event less severe than the 2S-year, 24-hour storm_ The approved plan will
be filed at the farm and at the office of the local Soil and Water Conservation
Distric_-.
Name of owe (Ple CJ Print) . Sandy Evans p
Signature Date:_T�� 4S
Name of Manager, if different from owner (Please print)
Signature- Date:
Aota: A change in land ownership requires notification or a new certification
(if the approved plan is changed) within.60 days of a title transfer.
VEH USE ONLY: ACES

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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.
Illegal discharges are subject to the assessment of civil
penalties of $10,000 per day by the Division of Environmental
Management for every day the discharge continues.
2. The Field Office must have documentation in the design folder
-that the producer either owns or has long term access to
adequate land on which to properly apply the waste. If the
producer does not own adequate land to properly dispose of
waste, he shall provide NRCS with a copy of a written
agreement (sample enclosed) with a landowner who is within a
reasonable proximity, allowing him/her the use of the land
for waste application for the life expectancy of the
production facility. it is the responsibility of the owner
of the facility to secure an update of the Waste Utilization
Plan when there is a change in the operation, increase in the
number of animals, method of utilization, or available land_
3. Animal waste shall be applied to meet, but not exceed, the
Nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climate conditions, and
level of management, unless there are regulations that
restrict the rate of application for other nutrients_
4. Animal waste may be applied to land that has a Resource
Management System (RMS-)::, or an Alternative Conservation System
(ACS). If an ACS is used the soil loss shall be no greater
than 10 tons per acre per year and appropriate filter strips
will be used where runoff leaves the field. These filter
strips will be in addition to "Buffers" required by DEM (See
FOTG Standard 393 - Filter Strips and Standard 390
(Interim) - Riparian Forest Buffers.]
5. Odors can be reduced by injecting the waste or disking after
waste application. Waste should not be applied when the wind
is blowing.
6. When animal waste is to be applied on acres subject to
flooding, it will be soil incorporated on conventionally
tilled cropland. When applied to conservation tilled crops
or grassland, the waste may be broadcast provided the
application does not occur during a season prone to flooding.
(See "Weather and Climate in North Carolina" in the Technical
Reference - Environment field for guidance.)

WASTE. UTILIZATION. PLAN
REQUIRED SPECIFICATIONS
(continued)
7. Liquid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur offsite or
to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in
order to control conditions conducive to odor or flies and
provide uniformity of application.
S. Animal 'waste shall not be applied t❑ 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 no more than 20 to 25 percent of the leaf
area is covered with solids.
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 on bare soil.
11. Animal waste shall not be applied closer than 25 feet to
surface water. This distance may be reduced. for waters that
are not perennial provided adequate vegetative filter strips
are present. (See Standard 393 - Filter Strips)
12. .Animal waste shall not be applied closer than 100 feet to
wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other
property and public right-of-ways.
15. Animal waste shall not be discharged into surface waters,
drainageways or wetlands by a discharge or by overspraying.
Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site
by a "technical specialist". Animal waste should not be
applied on grassed waterways that discharge directly into
water courses, and only then at agronomic rates provided the
application causes no runoff or drift from the site.

Attaciunerit A
WASTES UTILIZATIONPLAN
REQUIRED SPECIFICATIONS
(continued)
16. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into
the animal waste management system.
17. Lagoons and other uncovered waste containment structures
must maintain a maximum operating level to provide adequate
stora53 for a 25-year, 24-hour storm event in addition to
the one (1)#foot mandatory freeboard.
18. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments,
berms, pipe runs, etc.). if needed, special vegetation
shall be provided for these areas and shall be fenced, as
necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc. are limited to
areas where considered appropriate. Lagoon areas should be
kept mowed and accessible. Lagoon berms and structures
should be inspected regularly for evidence of erosion,
leakage, or discharge.
19. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and
implementing a ,closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
20. Waste handling structures, piping, pumps, reels, etc.,
should be inspected on a regular basis to prevent
breakdowns, leaks, andspills. A regular maintenance
checklist should be kept on site.