820698_CORRESPONDENCE_20171231

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NORTH CAROLINA
Department of Environmental Oual

r
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:
(-
Owner-lManager Agreement
I (we) understand and will follow and implement the specification and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity ofthe
waste treatment and storage system or construction ofnew facs�ifies will reqaire anew
certification to be submitted to the Division of Environment Management (DEM) before
the new animals are stocked.. I (we) also understand that there n-nrst be no discharge of
anima? waste from this system to surface wasters 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
fi= office and at the office of the local Sort and Water Conservation District and will be
available for review by DEM upon request.
Name of Fa cility Owner A e-v. L n r
aJI
(Please print)
Signature: Date:
Name of Manager(If different from owner):
Signature: Date:
Name of Technical Specialist: Pr'
(Please nr)'`�
Af Hiation:
Address (Agency): c� x-
YC- Li's
Signature: "� --

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-17

North Carolina
Department of Environment and Natural Resources
Water Pollution Control System Operator Certification Commission
R,Iichael F. Easley, Governor
William G. Ross Jr., Secretary
Coleen H. Sullins, Chairman
February 21, 2001
Allen Cannady
891 Ozzie Road
Clinton NC 28328
SUBJECT: Designation of Operator in Charge
Farm Name: Allen Cannady Farm #1
Facility ID #: 82-698
County: Sampson
Dear Mr. Cannady:
NCDENR
MAR 2 7 200f
r LLE
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study Commission on Agricultural
Waste, was enacted by the 1996 North Carolina General Assembly. This legislation requires owner of a certified
operator for each animal waste management system that serves 250 or more swine, 100 or more confined cattle,
75 or more horses, 1,000 or more sheep, or 30,000 or more confined poultry with a liquid waste management
system.
Our records indicate that the operator designated as the Operator In Charge (OIC) for your animal waste
management system is no longer certified. Therefore, you must designate a properly certified animal waste
management system operator as the OIC for your facility. The enclosed designation form must be returned to this
office by April 1, 2001. This office maintains a list of certified operators in your area if you need assistance in
locating a certified operator.
Failure to designate a properly certified Operator in Charge for your facility is a violation of N.C.G.S. 90A-47.2
and 15A NCAC 8F .0201(a) and may result in the initiation of enforcement action. Please be advised that nothing
in this letter should be taken as resolving you of the responsibility and liability for any past or future violations for
your failure to have a properly certified Operator in Charge designated for your animal waste management system.
If you have questions concerning this matter, or if this office can be of further assistance, please call Beth
Buffington at [phone], extension 313.
Sincerely,
Dwight Lancaster, Supervisor
Technical Assistance and Certification Unit
Enclosure
cc: TAC Files
Non -Discharge Compliance/Enforcement Unit
Fayetteville Regional Office
Central Files
1618 Mail Service Center, Raleigh, North Carolina 27699-1618
Phone: 919 — 733-0026 1 FAX; 919 — 733-1338
AN EQUAL OPPORTUN rlY X AFEIRMATNE ACTION EMPLOYER - 50% RECYCLED 110% POST CONSUMER PAPER

W A rFq�
Michael F. Easley, Governor
�OF
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William G. Ross Jr., Secretary
`0
7
North Carolina Department of Environment and Natural Resources
p
Alan W. Klimek, P.E. Director
�
Division of Water Quality
October 28, 2004
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Allen Cannady
Allen Cannady Farm #1
891 Ozzie Road
Clinton NC 28328
RECEIVED
NOV - 3 2004
DENR - FAYEiTE11ILLE REGIONAL ORiCE
Subject: Application for Renewal of Coverage under the State Non -Discharge General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation General Permits.
These permits expired on October 1, 2004. On June 11, 2004, the North Carolina Division of Water Quality
(Division) issued revised State General Permits for animal facilities. The General Permits were issued in
accordance with the directive of Senate Bill 733 (Session Law 2003-28). The Division staff is currently in the
process of issuing Certificates of Coverage for these revised general permits.
In order to assure your continued coverage under the general permit, you must apply to the Division for renewal.
Enclosed you will find a Permit Coverage Renewal Application Form. The application form must be completed
and returned within 60 days from receipt of this letter.
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 general permits, the enclosed application, or any related matter please feel
free to contact Duane Leith at [phone].
Sincerely,
Paul Sherman, P.E.
Enclosures (COC Renewal Form)
Cc: Sampson Soil and Water Conservation District
Fayetteville Regional Office, Division of Water Quality
Permit File AWS820698
None
nitCaro ina
Xaturddil
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: httpJlh2o.enr.state.nc,us 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
Fax [phone]
An Equal Opportunity/Affmma*e Action Employer— 50% Recyded110% Post Consumer Paper

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NCDENR
North Carolina Department of Environment and Natura
Pat McCrory
Governor
Robert Cannady
Allen Cannady Farm #1
891 Ozzie Rd.
Clinton, NC 28328
Dear Robert Cannady:
July 8, 2015
RECEII EOXENR1 VR
Vllater Q>,t IN R0alol4
JUL j Al 1015
u Mvlorls s ,
Resaurcesar�Ile Rerploml W'3
Donald R. van der Vaart
Secretary
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS820698
Allen Cannady Farm 41
Animal Waste Management System
Sampson County
The Division of Water Resources (Division) received your sludge survey information on June
19, 2015. With the survey results, you requested an extension of the sludge survey requirement
for the lagoon at the Allen Cannady Farm #1 facility. Due to the amount of treatment volume
available, the Division agrees that a sludge survey is not needed until 2019 for Lagoon #1.
The next sludge survey for this lagoon should be performed before December 31, 2019.
Please call me at [phone] if you have any questions.
Sincerely,
Miressa D. Garoma
Animal Feeding Operations Program
cc: Fayetteville Regional Office, Water Quality Regional Operations Section
Permit File AWS820698
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Phone: [phone] Internet: http://www,ncwater.org
An Equal Opporfunily 1 Affirmative Action Employer - Made in part by recycled paper

WASTE UTILIZATION PLAN
Friday, March 21, 2014
Producer: Allen Cannady
Farm Name;
Telephone # :
Type of Operation :
Allen Cannady Farm 1 82-698
891 Ozzie Rd
Clinton,NC 28328
[phone]
Wean to Feeder Swine
Number of Animals : 5200 pigs design capacity
Application Method: Irrigation
RECEIVED
JUL 14 2014�
DEN' `FAYETrEVILLE REGIONAL OFFICE
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis report
from your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1 of 9

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
5200 pigs X .4 tons wastelpigs/year = 2080 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
5200 pigs X .48 Ibs PAN/pigs/year = 2496 PAN/year
Applying the above amount of waste is a big jab. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE &CLASS-
CROP YIELD
0
5.48�
1233
MAR-SEP
01
5.48
274'
SEP-MAY
0- -
3.6
900;
MAR-sep
0
3.6
180;
SEP-MAY
0
-- 5
1250,
MAR-SEP
0
5
250
SEP-MAY
TOTALS:
4087
Indicates that this field is being overseeded (i.e, interplanted) or winter annuals follow
summer annuals.
" Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments- Beginning in 1996 the Coastal Zone Management Act Vol] require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2 of 9

' TABLE 2 : ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.}
TRACT
FIELD
SOIL TYPE &CLASS-
CROP
YIELD LBS AW COMM ACRES
LBS AW APPLIC-
DETERMINING PHASE
CODE
NIACRE
NIACRE
USED TIME
-C
120 150
0 9.22
^13831 MAR-JUN
4530
7
JOHNS ALL
W
50 120
0 9.22
1106.4+ SEP-APR
4530
7
JOHNS ALL -
SB
40 140
0 9.22
1290.8'APR-SEP 15
TOTALS:
1890.1
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
slimmer annuals.
" Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES t and 2 above. -
CROP CODE
CROP
UNITS
LBS NIUNIT
C
CORN
BUSHELS
1.25
BH
HYBRID BERMUDAGRASS-HAY
TONS
50
JSG
SMALL GRAIN OVERSEEDED
AC
50
!SS�- -
SOYBEANS_ _
BUSHELS
4 _- -
•W - _
WHEAT - _
BUSHELS
- 2.4
Page 3 of 9

TOTALS FROM TABLES 1 AND 2
ACRES LBS Aw
N USED
TABLE 1- --- 14.0 4,067
TABLE 2 9.222 - - 1,890
TOTALS., 23.3 5,977
AMOUNT OF N PRODUCED: 2,495
***BALANCE -3,481
*** This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due to equipment limitations. Actual total acres in
the fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE, The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates_ The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 395.2 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 1.58 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
APPLICATION APPLICATION
TRACT FIELD SOIL TYPE CROP RATE (inlhr) AMT (inches)
ia530 .7.JOHNS ALL w 0.50 I -1 ._..._.
j 530 - -- - — *7 - - ]JOHNS ALL _ SE 0.50 ! *1
530 '7 OHNS ALL C 0.50 i '1
4579� - -� Y -6-AXVILLE DRAINED SG 0.45 i '1 —
_.
14579 6 PAXVILLE DRAINED BH 0.45 i "1
_.. -
(4579 -7, �S JOHNS ALL SG 0.50 i '1
l4579 7,9 JOHNS ALL BH ! 0.50 '1
This is the maximum application amount allowed for the soil assuming the amount of
nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 4 of 9

NARRATIVE OF OPERATION
This Waste Utilization Plan is a combination of Farm 1 & Farm 3 (82-698 & 82-261) which
are located on the same tract of land. Acreages & RYE's are from the prior Waste Utilization
Plans for these two farms dated 9-10-08 & 4-27-11. Producer has option of planting cotton
on leased land fertilized at the rate of 78 Ibs/N/acre and a small grain overseed at any time
between crops and fertilized at the rate of 50 IbslNlacre.
Page 5 of 9

PLANS & SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic
crop yields based on soil type, available moisture, historical data, climate conditions, and
level of management, unless there are regulations that restrict the rate of application for
other nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no
greater than 10 tons per acre per year and appropriate filter strips will be used where runoff
leaves the field. These filter strips will be in addition to "Buffers" required by DEM. (See
FOTG Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
a. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the
waste may be broadcast provided the application does not occur during a season prone to
flooding. (See "Weather and Climate in North Carolina" in the NRCS Technical Reference -
Environment file for guidance.)
'7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control conditions
conducive to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with
a high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of a crop on bare soil.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following:
the outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from anv aerennial stream or river (other that an irrioation ditch or canal. Animal waste
Page 6 of 9

other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
12, Animal waste shall not be applied closer than 100 feet to wells.
13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landownwer.
14. Waste shall be applied in a manner not to reach other property and public right - of ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or
drift from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon berms
and structures should be inspected regularly for evidence of erosion, leakage or discharge.
*18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
*19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for
direct human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied as a preemergence with no other applications of
animal waste during the crop season.
*21. Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to mark
the maximum storage volume fpr waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the rate -
determining element. Zinc and copper levels in the soils shall be monitored and alternative
crop sites shall be used when these metals approach excessive levels. pH shall be adjusted
for optimum crop production amd maintained. Soil and waste analysis records shall be kept
for five (5) years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
* Liquid Systems
Page 7 of 9

NAME OF FARM: Allen Cannady Farm 1 82-698
OWNER i MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that l must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILI OW E len Cpnnady
SIGNATURE: DATE:
i
NAME OF MANAGER (if diffe' nt from owner):
please print
SIGNATURE:
DATE:
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: Barwick Ag Services
ADDRESS (AGENCY): 103 Country Club Circle
Clinton, NC 28328
(s10 ss-1oa
-iy
SIGNATURE: DATE:
. -
Page 9of9

ANIMAL WASTE UTILIZATION AGREEMENT
(Needed only if additional land has to be leased, etc.)
I, ._ &e.flAC4 Naomi , hereby give is „
permission to apply animal waste from his Waste Utilization System on
/0 acres of my land for the duration of time shown below. The field(s)
on which waste can be applied are shown on the attached map.
I understand that this waste contains nitrogen, phosphorous, potassium, and other trace
elements and when properly applied should not harm my land or crops. I also
understand
that the use of waste will reduce my need for commercial fertilizer_
Adjacent Landowner. 4,
Waste Producer:
Technical Representative.
SWCD Representative:
Term of Agreement:
to
(Minimum of Ten Years on Cost Shared !tents)
(See Required Specification No. 2.)
Date: - A
Date: �i r
Date: 3--,7H y
Date:

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NC®EHR
North Carolina Department of Environment and Natural Resource:
Division of Water Quality
Beverly Eaves Perdue Co€ben H. Sullins
Governor Director
August 10, 2011
Allen Cannady
Allen Cannady #1
891 Ozzie Road
Clinton, NC 28328
OV40
Dee �- reernan
Secretary
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS820698
Allen Cannady #1
Lagoon No, - 1
Animal Waste Management System
Sampson County
Dear Allen Cannady:
The Division of Water Quality (Division) received your sludge survey information on August 1,
2011. With the survey results, you requested an extension of the sludge survey requirement for
the Lagoon No. - 1 at the Allen Cannady #1. Due to the amount of treatment volume available,
the Division agrees that a sludge survey is not needed until 2014.
The next sludge survey for the Lagoon No. -1 at this facility should be performed before
December 31, 2014.
Please call me at [phone] if you have any questions.
Sincerely,
J.R. Joshi
Animal Feeding Operations Unit
cc: Fayetteville Regional Office, Aquifer Protection Section
Permit File AWS820698
1636 Mail Service Cerr-_:. Raieign Nonn Carolina 27699-163-6
Lecauu: 2728 Gaolta! B;vd. kalaa;:, ^:ortk :�amhna 27604
Prone- 919-73'--22"' :AY.: 91 - 15-05M'1 C—usmmer Serwce: 1-87=-623-6748
lmerre: wur�v.nc,�ieruualia� ter:
North Carolina
Naturally
�qu=i rapccr:! ni; ' j I uaI4-1rrl 5m :ove

Appendix 1. Lagoon Sludge Survey Form Revised August 2008
�
A. Farm Permit or DWQ Identification Number Allen Cannady
S. Lagoon Identification 82-698 #1 (2689)
C. Person(s) Taking Measurements Dan Bailey
D. Date of Measurement 12/4/09
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer.
_ depth sonar _
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon.
PVC Pipe
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): 0.538 (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon
may have been built different than designed, so measurements should be made.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 ac. acres x 6 = 741 , with maximum of 24.
(Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2). Also, at the
location of the pump intake, take measurements of distance from liquid surface to top of sludge
layer and record it on the Data Sheet (last row); this must be at least 2.5 ft. when irrigating.
I. At the time of the survey, also measure the distance from the Maximum Liquid Level to the Present Liquid
Level (measure at the lagoon gauge pole): 0.1
J. Determine the distance from the top of bank to the Maximum Liquid Level 1.6
(use lagoon management plan or other lagoon records)
K. Determine the distance from the Maximum Liquid to the Minimum Liquid level: 1.8
(use lagoon management plan or other lagoon records)
L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level 1.7
(Item K Minus Item I, assuming the present liquid level is below the Maximum Liquid Level)
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the
lagoon bottom (average for all the measurement points) 8.4
N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top
of the sludge layer (average for all the measurement points): 1.2
0. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer: 7.2
P. Calculate the thickness of the existing Liquid Treatment Zone (Item N minus Item L): -0.5
Q. If Item O is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item O is equal to or less than Item P, you do not have to determine volumes.
Completed by: Dan Bailey /� Date: 12/4/09
Print Name /Signature

Appendix 2. Sludge Survey Data Sheet'
Revised August 2008
Lagoon Identification 82-698
Completed by: Dan Bailey
Print Name
Date: 1214109
Signature
(A)
(B)
( C )
(C)-(B)
Grid Point
Distance from liquid surface
Distance from liquid surface
Thickness of sludge layer
No.
to top of sludge
to lagoon bottom soil
Ft. & in.
Ft. tenths
Ft. & in.
Ft. tenths
Ft. & in.
Ft. tenths
1
0.0
0.0
0.0
2
0.0
0.0
0.0
3
0.0
0.0
0.0
4
0.0
0.0
0.0
5
0.0
0.0
0.0
6
0.0
0.0
0.0
7
0.0
0.0
0.0
s
0.0
0.0
0.0
9
0.0
0.0
0.0
�
10
l�p A
0.0
0.0
0.0
11
j z-
0.0
0.0
0.0
12
n �°
`` K I
0.0
0.0
0.0
13
1 aF��s
0.0
0.0
0.0
14
0.0
0.0
0.0
15
0.0
0.0
0.0
16
0.0
0.0
0.0
17
0.0
0.0
0.0
18
0.0
0.0
0.0
19
0.0
0.0
0.0
20
0.0
0.0
0.0
21
0.0
0.0
0.0
22
0.0
0.0
0.0
23
0.0
0.0
0.0
24
0.0
0.0
0.0
Number of points with readings
X X
X X
Average of
X X
1.201
X X
8.42i
X X
7.22
oints
At pump
1.8
X X X X X X
intake
*All Grid Points and corresponding sludge layer thicknesses must be shown on a sketch attached to this
Sludge Survey Data Sheet.
Appendix 3. Worksheet for sludge volume and treatment volume Revised August 2008

The average thickness of the sludge layer and the thickness of the existing liquid (sludge -free) treatment zone are determined
from the information on the Lagoon Sludge Survey Form ( Items O and P, respectively). In this example, the average sludge
layer thickness is 2.5 feet and the existing liquid treatment zone is 3.5 feet. If the lagoon has a designed sludge storage volume,
see notes at end of the worksheet. The dimensions of the lagoon as measured and the side slope are needed
for calculations of sludge volume and of total treatment volume. If the lagoon is a standard geometric shape, the sludge
volume and the treatment volume in the lagoon can be estimated by using standard equations. For approximate volumes
of rectangular lagoons with constant side slope, calculate length and width at the midpoint of the layer, and multiply by layer
thickness to calculate layer volume, as shown in the example. For irregular shapes, convert the total surface area to a square
or rectangular shape. For exact volumes for lagoons with constant side slope, the "Prismoidal Equations" may be used.
Example
Your Lagoon
1. Average sludge Layer Thickness (T)
2.5
ft.
7.2
2. Depth of the lagoon from top of bank to bottom soil surface (D)
11
ft.
10.1
3. Slope = Horizontal/ vertical side slope (S)
3
3.0
4. Length at the top of inside tank (L)
457
ft.
170.0
5. Width at top inside slope (W)
229
ft.
138.0
6. Length at midpoint of sludge layer Lm= L-2S(D-(T/2))
398.5
ft.
131.1
7. Width at midpoint of sludge layer Wm W-2S(D-(T/2))
170.5
ft.
99.1
8. Volume of sludge (Vs) Vs=Lm Wm T
169,860
fe
93,865
9. Volume in gallons: Vsfl V'7.5 gal./ft3.
1,273,950
gal.
703,991
10. Thickness of existing liquid tmt. zone (Y)
3.5
ft
-0.5
11 _ Thickness of total treatment zone (Z) Z= T+Y
6
ft
6.7
12. Length at midpoint of total tmt. zone Lz = L-2 (S) (D-(Z/2)
409
ft.
129.6
13. Width at midpoint of total tmt. Zone Wz = W-2(S)(D-(Z/2)
181
ft.
97.6
14. Volume of total treatment zone (Vz) Vz = LzW=Z
444,174
ft3
84,783
15. Ratio ( R ) of sludge layer volume to total Treatment Volume
R = Vs/Vz 0.38 1.11
ff the ratio R exceeds 0.50, than a sludge Plan of Action may be required. Check with DWO for information
on filing the Plan of Action.
Note: If the lagoon has a designed sludge storage volume (DSSV), subtract that volume from both the volume
of sludge (Vs) (Item 8) and from the volume of total treatment zone (Vz) (Item 14), and take the ratio.
Then, R = (Vs-DSSV) / (Vz - DSSV)
Example: If DSSV = 85,000 ft, then R = (169,860 - 85,000) / (447,174 - 85,000) = 84,860 / 362,174 = 0.24.
16. Design sludge storage volume (DSSV) 85,000
17. Ratio (R) of sludge layer volume to treatment volume adjusted
for designed sludge storage volume 0.24 1.11

a.4
I
. 31.

Pfac � o1JC� r'� evt
() -77o
P? r1%N O. �.0 T 10:N (P0.",) F OF ? .',G00N S1_UDGE r21~JUC i 10,`i
raciIi'y ti..:m,,ber �6178.L6 ;26/xe2 .2-57
azili,y Name,.- Mltn Lan -..t�/
Cer;:fied Operator Na;,,a: 1 ResS -1 -,A6 Operator �:
Dote: n l.C'cifieCJ Sludge MI-zi iage;+ Ent Par, may t:e ]i v({�:it:� In 11eu of ti Is �C�r^..
4 Laccor, I !
Laccor ? ; L-=cLcn .3
Lacccr: - I LaCJcn 5 j Lacccr a
a. LaSaor NameE identifier
1 b. Total Sludge Depth (ft)`
c. Sludge Depth to be
Removes? for Compliance i
•
4
d. Sludge V-elude tc be
I
Removed (gallons I
ovv1
✓
a. Sludge PAN
!
�
� �
(Ics/1000 gal)
1 1
T. Liquid PA:�,,l 1 l
(lbs11000 gal)
PAN of Sludge (I�s) ��'-'�"�(� i 3- i
(d x e)i 1OCC I
Compliance Timeirames: 54 c a y 5i ait �G �•
�j ! ,,� c i �, .,.., � � i} 1- w • � � �:.'! `dam-►.
1

N-SiRC' A" I` EE. Use tills section t0 des�r, tit-.'I`J iii jl tf', r7: �', li� '.�° '_� CC° jo? vei tilC siU di.e
depti,,. If microbe use is plane,-d, specify tnprcduC', to be useJ.
I hereby certify that I have reviewed the information listed above and included within the attached
Plan of Action, and to the best of my knowledge and ability, the information is accurate and
correct.
MenN.
Facility Owner/M nager (print)
r"aciiity O ner.'NIar ger (signature]
Phone:
Date:
,2-6

Beverly Eaves Perdue
Governor
Allen Cannady
Allen Cannady Farm #1
891 Ozzie Rd
Clinton, NC 28328
w;AA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins
Director
July 31, 2009
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
RECEIVED
AU605M
DEAR-fAYEiTE1r U REGIOM OMCE
Dee Freeman
Secretary
This is a follow-up to our March 3, 2009 letter requesting an application from your facility for the continued coverage under one of the
Animal Waste Operation State Non -Discharge General Permits. Current General Permits expire on September 30, 2009. Copies of the
new General Permits are available at htty.//lt2o.enr.state.nc.uslaps/afou/applications.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 vour continued covets eg_under the State Non -Discharge General Permits, you must submit an application for permit
coverage to the Division. Enclosed you will find a `Request for Certificate of Coverage Facility Currently Covered by an Expiring
State Non -Discharge General Permit.' The application form must be completed and returned by September 3, 2009. 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 State Non -Discharge 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,
- F
Ted L. Bush, Jr., Chief
Aquifer Protection Section
Enclosures
cc (w/o enclosures): Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files-1820698
Murphy Family Farms
AQUIFER PRO T ECTION SECTION
1636 Mail Service Center, Ralegtt, North Carolina 27699-1636 One
Location: 2728 Capital Boulevard, Raleigh, North Carolina 27604 North Carolina
Phone: [phone] FAX 1: 919-715-0588: FAX 2: 919-715-60481 Customer Service: 1-877-623-6748 ��]K1� y�� ll//*
Internet: www.ncwaternuality.orrg A/ V i
An Equal Opportunity 1 Atfirmanve Action Employer

Murphy -Brown, LLC 7/13/2009 2822 Hwy 24 West
P. O. Sox 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAID
Grower(s):
Farm Name.
Countv:
Farm Caoac
Allen Cannady
Cannady Nursery 1 Facility 52-698
sa meson
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder 2600
Feeder to Finish
Storage Period:
Application Method,
Anaerobic
>180 days
Irrigation
RECEIVFD
AIL 24 W
OENR-FAYEfEEVILLE REGIONALOITICE
The waste from your animal facility must b0and 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, teaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
G. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
Tiffs wastfutilliation plan, if carried out, meets the requirements for compliance with 15A NCAC
21. i)} j7 adopt0 by the Environmental Management Commission,
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, W.. tons, etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean
3212 gallyr
gallyr
Farrow to Feeder
4015 gallyr
gallyr
Farrow to Finish
10585 gallyr
gallyr
2600
Wean to Feeder
223 gallyr
579,800 gaUyr
Feeder to Finish
986 gallyr
gallyr
Total 579,800 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lhs):
Capacity Type Nitrogen Produced r Animal Total
Farrow to Wean
5.4 lbslyr
Ibslyr.
Farrow to Feeder
6.5 Ibslyr
lbslyr
Farrow to Finish
26 Ibslyr
lbs1yr
2600
Wean to Feeder
0.48 Ibslyr
1,248 Ibsfyr
Feeder to Finish
2.3 Ibslvr
Ibslvr
Total 1.248 Ibslyr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 8.6
Total N Required 1 st Year: 2580
Total N Required 2nd Year: 0
Average Annual Nitrogen Requirement of Crops: 2,580.00
Total Nitrogen Produced by Farm: 1,248.00
Nitrogen Balance for Crops: (1,332.00)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for'sach crop in the specified crop rotation schedule for this
facility.
2of8

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing. hay, andior 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 (Le,
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just betore 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. Chilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop
A Barley
B Hybrid Bermudagrass - Grazed
C Hybrid Bermudagrass - Hay
D Corn - Grain
Corn - Silage
Cotton
G Fescue - Grazed
H Fescue - Hay
I Oats
J Rye
K Small Grain - Grazed
L Small Grain - Hay
M Grain Sorghum
N Wheat
Q Soybean
P Pine Trees
Lbs N utilized I unit yield
1.6.lbs N 1 bushel
50 lbs N 1 ton
50 lbs N I ton
1.25 lbs N 1 bushel
12 lbs N 1 ton
0.12 lbs N I lbs lint.
50 lbs N I ion
50 Ibs N I ton
1.3 lbs N ! bushel
2.4 lbs N 1 bushel
50 lbs N I acre
50 ias N I acre
2.5 lbs N 1 cwt
2.4 lbs N I bushel
4.0 Ibs N I bushel
40 lbs N I acre I yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed mays and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4of8

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PANfvrlanimal Farm Totauyr
Farrow to Wean 0.84
Farrow to Feeder i
Farrow to Finish 4.1
2600 Wean to Feeder 0.072 187.2
Feeder to Finish 0.36
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 187.2 pounds of plant available nitrogen per year wilf accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 936 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 3 dcreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 7,488 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or pending 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 property
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
"This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removers on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown In the tables may make this plan invalid.
Call your technical snecialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5of8

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil Application Rate Application Amount
Tract Hydrant Type Crop in1hr inches
T4579 Zone 1-8 JO C 0.45 1
T4579 a Jo C CA5 1
6 of P, r

Additional Comments:
Field 8 as shown on Gage 3 of this NUP, is a 5,00 acre tract that was previously
listed on this facility's NUP as an optional field.
This field is no longer optional and will be using an Aerway or Honeywagon
for nutrient application.
7 of 8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Cannady Nursery 1 Facility 82-698
Owner: Allen Cannady
Manager:
OwnerlManager Agreement:
Ywe understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. llwe know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require 2
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
Ilwe understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDW❑ upon request.
Name of Facility Owner: . Allen Cannady
Signature:
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist:
Signature:
Affiliation: Murphy -Brown, t_LC.
Address: 2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: [phone]
8of 8
Date
Date
Date

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manimaide
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the resoonsibdity of the
owner of the waste production facility to secure an update of the Nutrient Utilization Flan
when there is a change in the operation, increase in the number of animals, method of
application, recieving crop type, or available land.
Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based upon soil type, available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict the rate of applications for
other nutrients.
Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field (See
USDA, MRCS Field Office Technical Guide Standard 393 - Filter Strips).
Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
5 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See 'Weather and Climate in North Carolina" for
guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application_ No ponding should occur in order to control odor and flies.
Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
iof3

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

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
i 7 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
keot on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied pre -plant with no further applications of animal
waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A market will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
nutrient, unless other restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in
the soil shall be monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum crop
production. Soil and waste.anaiysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for a minimum of five
years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
3 of 3

rage i Vi L
On September 30, 2009, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems
will expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these
State Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore all
applications must be received by the Division of Water Quality by no later than Apn7 3, 2009.
Please do nat leave any question unanswered Please make any necessary corrections to the
1. Facility Number. and Certificate of Coverage Number.-;�"a —
2. Facility Name: `"� L
3. Landowner's name (same as on the Waste Management Pian): _ �` 1 o
4. Landownet's Mailing address: _ <6 ::z E
City/State: Zip: _ C n
Telephone Number (include area code):
5. Facility's physical address:
betaRECEIVED
JUL 19 =
S9 LO ;
``1
REGIONAL OfRCF
City/State: -.VCwcrl Zip. v
G. County where facility is located:
7. Farm Manager's name (If different than the Landowner):
8. Farm Manager's telephone number (include area code):..
9. Integrator's name (if there is not an integrator write "None"):
10. Lessee's name (if there is not a lessee write "None"):
11. lndicate animal operation type and number:
RECEIVED I DENR I CWQ
pguifer Protection SeCW1
JUL 2 4 Z009.
Sine ine Cattle Dry Poultry
'sh Dairy Calf Non Laying Chickens
._ j,-anto Feeder DairyHeifer Laying Chickens
Farrow to Finish MilkCow Turkeys
Feeder to Finish Dry Cow Other
Farrow to Wean Beef Stocker Calf Pullets
Farrow to Feeder Beef Feeder Turkey Pou Its
Boar/Surd Beef Brood Cow
Gilts Other
Other
Wet Poultry
Horses - Horses Sheep - Sheep Non laying Pullets
Horses - Other Sheep - Other Layers
https:llpiratemail.ecu.edu/owalWebReady V i ewBody.aspx7t=att&id=RgAAAA DZxpsLQax... 7/8/2009

rage 4 vi 4
Submit two (2) copies of the most recent Waste Utilization Plan for this facility with this application. The Waste
Utilization Plan must be signed by the owner and a technical specialist. If a copy of the facility's most recent Certified
Animal Waste ManaEement Plan (CAWMP) has not previon been snbmitted to the NC Division of Water Qualiq
two (;) copies of the CAWMP must also be_snbmitted as part of this application.
I attest that this application 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 to me as incomplete. Note: In accordance with NC General
Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification
in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C. Section 1001 provides a
punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
co ration, signature should be
by a principal executive officer of the corporation):
Name: Title: CZY.Q—� r.q�4SL�
Signature: Date:
Name: Title. -
Signature: — Date:
Name: Title:
Signature: — Date:
.c-L:EIVED I DENR 1 DVVQ
AQUifPf Orotectlon Sed10n
JUL 24 ?0Q..1
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDENR — DWQ Animal Feeding Operations Unit
11636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
Fax Number: [phone]
https:llpiratemai 1.ecu.edu/owa[WebReadyV iewBody.aspx?t--att&id=RgAAAADZxpsLQax... 7/8/2009

Murphy -Brown, LLC 7/13/2009 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s):
Farm Name:
(Farm
Allen Cannady
Cannady Nursery 1 Facility 82-698
Sam
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder 2600
Feeder to Finish
Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
>180 days
Irrigation
The waste from your animal facility must be'land-applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic. yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year_ Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH In the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft3, tons, etc.):
Ca aci Type Waste Produced per Animal Total
Farrow to Wean
3212 gal/yr
gaVyr
Farrow to Feeder
4015 gallyr
gaUyr
Farrow to Finish
10585 gallyr
gaVyr
2600
Wean to Feeder
223 gaVyr
579,800 gaVyr
Feeder to Finish
986 gaVyr
gaVyr
Total 579,800 galfyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (!bs):
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean
5.4 Ibs/yr
Ibslyr
Farrow to Feeder
6.5 ibs/yr
Ibslyr
Farrow to Finish
26 Ibstyr
Ibslyr
2600
Wean to Feeder
0.48 Ibstyr
1,248 Ibslyr
Feeder to Finish
2.3 Ibslyr
Ibslyr
Total 1,248 Ibslyr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 8,6
Total N Required 1st Year: 2580
Total N Required 2nd Year: 0
Average Annual Nitrogen Requirement of Crops: 2,580.00
Total Nitrogen Produced by Farm: 1,248.00
Nitrogen Balance for Crops: (1,332.00)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2 of 8

Reception Area Specificathons
Trad --Field Irrigated Soil I at Crop TlFneto IstCrop IstCrop LbsWAc U)sN Total lbaNlimmiqn-Twimm-w
���■■■■ �� � � � � � � � � � ■� ■■�■ �■■�� �w �� �� ■■.mow ■■��
Utilized-
3(b) of 8

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements_
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen_
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine Inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i_e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or earty October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop
A Barley
B Hybrid Bermudagrass - Grazed
C Hybrid Bermudagrass - Hay
D Corn - Grain
E Corn - Silage
F Cotton
G Fescue- Grazed
H Fescue- Hay
I Oats
.l Rye
K Small Grain - Grazed
L Small Grain - Hay
M Grain Sorghum
N Wheat
O Soybean
P Pine Trees
Lbs N utilized I unit yield
1.6 lbs N 1 bushel
50 lbs N 1 ton
50 lbs N / ton
1.25 lbs N I bushel
12 lbs N / ton
0.12 lbs N 1 Ibs lint
50 lbs N I ton
50 lbs N / ton
1.3 lbs N / bushel
2.4 lbs N / bushel
50 lbs N / acre
50 lbs N / acre
2.5 lbs N / cwt
2.4 lbs N / bushel
4.0 lbs N / bushel
40 lbs N / acre / yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4of6

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
-in the lagoon sludge
Farm Specifications PAN lanimal Fans Tota
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
2600 Wean to Feeder 0.072 187.2
Feeder to Finish 0.36
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 187.2 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 936 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 3 acreas of land. If you apply the sludge
to com at a rate of 125 pounds per acre, you will need 7.488 acres of land. Please note that these
are only estimates of the PAN produced and the land required to ufilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
*This is the maximurn application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Faiiure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5of8

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil Application Rate Application Amount
Tract __ Hydrant Type Crop Whr inches
T4579 Zone 1-8 Jo C 0.45
T4579 8 Jo C 0.45
6 of 8

Additional Comments:
Field 8 as shown on page 3 of this NUP, is a 5.00 acre tract that was previously
listed on this facility's NUP as an optional field.
This field is no longer optional and will be using an Aerway or Honeywagon ,
for nutrient application.
7of8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Cannady Nursery 1 Facility 82-698
Owner: Allen Cannady
Manager:
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. Itwe know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
i/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Allen Cannady
Signature:
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist:
Signature:
Date
Date
Affiliation: Murphy -Brown, L.LC.
Address: 2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 23398
Telephone: (91 p)293-3434
Date
8 of 8

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

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

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

Murphy -Brown, LLC
Grower(s):
Farm Name:
(Farm
9/10/2008
NUTRIENT UTILIZATION PLAN
2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
Allen Cannady
Cannady Nursery 1 Farcifityrg2— c
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder 2600
Feeder to Finish
Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
>180 days
Irrigation
11
SEP 18 Z008
DENR-FA iL.�1llEiiEC`D;>>AkC�F�CE
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.
Z Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same. ', " i " `7' '1 C
The estimated acres needed to apply the animal waste is based on typical nutrient content �I
for this type of facility. In some cases you may want to have plant analysis made, which could SEP 1$ 2M
allow additional waste to be applied. Provisions shall be made for the area receiving wastep
be flexible so as to accommodate changing waste analysis content and crop type. Lime
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, ft', tons, efc.):
Capacity T e Waste Produced per Animal Total
Farrow to Wean
3212 gal/yr
ga/yr
Farrow to Feeder
4015 gal/yr
gal/yr
Farrow to Finish
10585 gal/yr
gal/yr
260D
Wean to Feeder
223 gal/yr
579,800 gal/yr
Feeder to Finish
986 gal/yr
gal/yr
Total 579,800 gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Capacity T Nitrogen Produced per Animal Total
Farrow to Wean
5.4 Ibs/yr
Ibs/yr
Farrow to Feeder
6.5 Ibs/yr
Ibs/yr
Farrow to Finish
26 Ibs/yr
Ibs/yr
2600
Wean to Feeder
0.48 ibs/yr
1,248 Ibs/yr
Feeder to Finish
2.3 Ibslyr
Ibs/yr
Total 1,248 Ibs/yr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 8.6
Total N Required 1st Year: 2580
Total N Required 2nd Year: 0
Average Annual Nitrogen Requirement of Crops: 2,580.00
Total Nitrogen Produced by Farm: 1,248.00
Nitrogen Balance for Crops: (1,332.00)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2of8

Reception Area Specifications
Tract Field Irrigated Sol] Ist Crop Time to UtCrop 1stCrop Lb3NIAv Lbs N Total The N.
Acreage Type Coda Apply
2nd Crop Time to 2nd Crop 2nd Crop LbS N/Ac Lb3 N Total lbs N
Utilized
NkMEIrm
_
il
�
3(a) of 8

Reception Area Specifications
re
Tract Fleld rrfgatoa--SoFl —Ist C j;--TIrm a to —ist cm-p—ist 66-p—Lbami-Aw Us —N T,;t—. I —[I).v No 2rwd —Crop- —TIMO t a 2nd Crop Znd Crop Lbs NIAc Lbs N Total l6s N
—AcroagA___ Type Code Appjy___. Ylold lbs NIUnIt Residual IAr- UtIfted Coft Appjy_ Yield Ibs NfUntt Residuai Ift. UtIlIzed
3(b) of e

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

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PAN!/animal Farm Total
Farrow to Wean
0.84 .
Farrow to Feeder
1
Farrow to Finish
4.1
2600 Wean to Feeder
0.072 187.2
Feeder to Finish
0.36
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates_ The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 187.2 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 936 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 3 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 7.488 acres of land_ Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or pending occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table_ Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
`This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Cail your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5of8

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil Application Rate Application Arnount
Tract Hydrant Type_ Crop in/hr inches
T4579 Zone 1 -8 JO C 0.45 1
T4579 8 Jo C 0.45 1
6 of 8

Additional Comments:
7 of 8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm:
Owner:
Manager:
Owner/Manager Agreement:
Cannady Nursery 1 Facility 82-698
Allen Cannady
llwe understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. Ilwe know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked_
twe understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Allen Cannady
Signature:
Name of Manager (if different from owner):
Signature:
Date
SatiA r 1��� P . �AAIAIAL)7
Name of Technical Specialist:
Affiliation: Murphy -Brown, LLC. _
Address: 2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Tale
Signature:
910)293-3434
Date
q
Date
8 of 8

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

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

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

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Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Allen Cannady Farm 1
Address: 1730 Wright Bridge Rd.
Clinton, NC 28328
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
Number (acres)
Soil Tvne Slooe % Croo(s)
County: Sampson
❑ate: 9/312008
Maximum
Maximum
Application
Application
per Irrigation
Rate
Cycle
(Inlhr)
!inches) Cnmmt?nts

Sheet3
In
TABLE 3 - Solid Set Irrigation Gun Settings
Make, Model and Type of Equipment Nelson 100 Gun
Operating Parameters
Wetted Hydrant Spacing(ft) Application Nozzle Operating Operating
Degree Diameter Along Between Rate Diameter Pressure Time
Hydrant of Oper. (feet) Pipelines Pipelines (inlhr) (inches) at Gun(psi) at Hydrant(hr.) Comments -Acres per zone

Sheet4
TABLE 4 - Irrigation System Specifications
Travelin
Solid Set
Irrigation Gun
Irri ation
Plow Rate of Sprinkler m
115
,Operating Pressure at Pump (psi)
62.2
Design Precipitation Rate inthr
0.43
Hose Length feet
XXXXXXXX
Typeof Speed Compensation
XXXXXXXX
Pump Type PTO, Engine, Electric
Engine
Engine
Pump Power Requirement h
5.7
TABLE 5 - Thrust Block Specifications
411
THRUST BLOCK
LOCATION
AREA (sq. ft.
90 degree bend
4.3
Dead End
3.0
Tee
2.1
Gate Valve
3.0
45 degree bend
2.3
Page 1

Sheets
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Murphy -Brown, LLC
Address: 2822 Hwy 24 West, P.O. Box 856 Warsaw, NC 28398
Phone: (91 Q) 293-3434
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A state drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources andlor calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturers specifications for the irrigation pump, traveler and sprinklers).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
& The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25' or wider must be maintained between the limits of the Irrigation system and all
perennial streams and surface waters per NC Statutes.

i
I
3 Sheet6
I
Narrative of Irrigation System Operation
This system design is intended to convert an existing above ground big gun solid set system to a below
ground, buried PVC system. Riser, locations are shown on the working map and will consist of a riser pipe
attached to a 44 post for stability. I The Nelson 100 gun can be moved from riser to riser between application
events. The system will be powered by a 10hp motor and Berkeley B1.5TPM pump.
In no case shall run times allow for greater than 1" application on a zone per event.
� I
I
Startup, winterization, and R&M requirements of this sytem are very similar to the above ground system
currently being operated.

Sheet? (2)
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 100
Nozzle Size: 314 inches
Sprinkler Pressure: 50 psi '
Flowrate(GPM): 115 gpm
Wetted Diameter: 230 feet Reflects a 10% reduction from chart
Sprinkler Spacings
Desired Spacing (%): 60 %
Design Spacing(feet): 138 `PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 160 feet
Actual Spacing (%): 70 %
Application Rate
Application Rate = (96.3xFlowrate)/sprinkler spacing squared
Design App. Rate = 0.43 in/hr
Run- Time per Set
Run time per set = Desired application I Design application rate = hours
Desired app. (in.) = 0.5 inches
Run time per set = 1.16 hours
Mainline Velocity
Velocity = .408 x Flowrate I pipe diameter squared feeVsec."*
"For buried pipelines, velocity should be below 5 feet per second
Pipe size: 4 inches
.__---#Sprinklers•Oper- - ----1 ._ ------ -- -- -- _ _--
Velocity= 2.93 fUsec.
Maximum Lateral Line Entrance Velocity
Pipe size: 4 inches
# Sprinklers Oper.: 1
Velocity = 2.93 fi/sec.
Page 1

Sheet? (2)
Maximum Mainline Friction Loss
Zone Used: 9
Total distance: 650 feet
Friction Loss is figured using HazentWilliam's Equation
Friction Loss= 0.75 feet/100 feet
Max. Mainline Loss = 4.9 feet or 2.1 psi
Maximum Lateral Line Loss
Lateral line friction loss is determined using the assumption that 314 of the Friction Loss
occurs in the first 113 of the lateral line
Total Lateral Length: 360 feet
# sprinklers on Lat.: 1
Frict. Loss at 1/3 lat. 0.90 feet
Max. Lateral Loss: 1.20 feet or 0.52 psi
Total Dvnamic Head
Sprinkler Pressure:
Lateral Line Loss:
Elevation head:
Mainline loss:
Suction head and lift:
5% fitting loss:
TOTAL(TDH) _
50 psi
0.52 psi
4.3 psi
2.1 psi
2.3 psi
3.0 psi
62.2 psi or 143.6 feet
Horsepower Required
Horsepower = Flowrate x TDH(feet) 13960 / Pump effeciency
-.Pump Description: Berkeley B1.5TPM
Pump -Efficiency 7-3-1/6
Horsepower Req'd: 5.7 Hp --
Page 2

Sheet? (2)
Thrust Blocking
Thrust Block Area = Thrust 1 Soil Bearing Strength
4"
Thrust: 3630 feet
Soil Bearing Strength: 1200 feet
End Cap: 3.0 ft2
90 degree elbow: 4.3 ft2
Tee: 2.1 ft2
45 degree elbow: 2.3 ft2
Pie Pressure Rating Check
Pressure Rating of Pipe to be Used: 160 psi
Max. Pressure on system when running: 62.2 psi
70% of Pressure Rating: 112 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
NPSHA: 22
NPSHR: 12 *from pump curve
If NPSHA>NPSHR, OK
Page 3

Sheet8
Farm
Acreage Calculation
Percent
_
Sprinkler
Acres per
Total Int.
Acres per
Total Ext.
Acres per
Total Sing.
Total
Hydrant
Coverage
# Int.
Int.Sprink.
Acres
# Ext.
Ext.S rink.
Acres
#Singe
Sing.Sork.
Acres
Acres
1
60
0
0.580
I0.000
0
0.58
0.000
1
0.580
0.58
0.35
2
60
0
0.580
0.000
0
0.58
0.000
1
0.580
0.56
0.35
3
100
0
0.580
0.000
0
0.58
0,000
1
0,580
0.58
0.58
4
100
0
0.580
0.000
0
0.68
0.000
1
0.580
0.58
0.58
5
50
0
0.580
; 0.000
0
0.58
0.000
1.000
0.580
0.58
0.29
6
100
0
0.580
:0.000
0
0.58
0.000
1.000
0.580
0.58
0.58
7
100
0
0.580
0.000
0
0.58
0.000
1.000
0.580
0.58
0.58
8
50
0
0.580
0.000
0
0.58
0.000
1.000
0.580
0.58
0.29
0
I
0
a
Total Acres
3.80
Page 1

"a MX n h hlgnlbn .
FArANZISON 100 SERIES BIG GUN° PERFORMANCE- U.S. UNITS
100 TAPER BORE NOZZLE 100T
100T - Specify size when ordering
all
0.50' 0.55' 0.6D' 0.65' 0.70'
9309-D50 9309-055 93D9-060 9309-065 9309-070
:Flow Path
0.75' 0.80' 0.85' 0.90' 1.0'
9309-075 9309-080 9309-085 9309-090 9309-1OD
P51
GPM
Dw Fr.
GPM
aA- FT.
GPM du. Fr.
GPM EXA. FT
GPM DIA. FT.
GPM
DIA. FT.
GPM ay.. FL
GPM
oLA_ Fr.
GPM
DIA. FT
GPM
Diw FT.
40
47
191
57
202
66
213
78
222
91
230
103
240
118
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
182
295
224
316
70
60
225
75
238
88
250
103
263
120
275
136
283
155
295
177
302
197
310
243
338
80
64
235
79
248
94
260
110
273
128
285
146
295
165
305
189
314
210
325
258
354
90
68
245
83
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 10OTR
1 DOTR = Body + Cap + 1 Taper Ring
Specify size when ordering ff:M
0.64' 0.68' 0.72' 0.76' 0.80'
9257-016 9257-017 9257-018 9257-019 9257-020
COMPONENTS:
Body Toper icing Cap
#9956-001 #9257-i2? #6745
UVDTFlow Path
0.84' 0.88" 0.92' 0.96'
9257-021 9257-022 9257-023 9257-024
PSI
GPM
au. Fr.
GPM'
au. FT
GPM
D(& FT.
GPM
Du Fr
GPM
olw Fr
GPM
DIA. Fr
GPM
ou. FT
GPM
Dw rr.
GPM
DW FT,
40
67
212
76
219 1
86
225
98
233
110
242
125
250
136
254
151
259
166
275
50
75
224
85
231 1
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
288
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
2A9
345
100
107
278
121
288
137
298
155
306
175
318
197
327
216
334
240
344
262
355
110
112
288 1
127
298
143
308
163
317
183
326 1
207
336
226
342
1 251
353
275
364
- -- -400 RING -NOZZLE 100R
—140 R----Body-t--eap-4-S ei-of-7-Rings
Specify size when ordering
Complete set of 7 rings only = #6847
0.71' 0.77'
6738-071 6738-077
- — ------COMPONENTS: - ---
#9956-001 #6738-???
#7872
E:R
KX@3
: Flow h
r�
0,81" 0.86,
0.89'
0.93"
0.96'
6738-081 6738-086
6738-089
6738-093
6738-096
P51
GPM
oa FT
GPM
M Fr.
GPM
D++- Fr
GPM
OM FL
GPM
W. Fr.
GPM
°M- FL
GPM
[wk FT.
40
66
208
78
212
91
215
103
224
118
235
134
238
152
242
50
74
220
88
225
100
230
715
240
129
250
150
255
167
260
60
81
235
96
240
110
245
125
260
141
270
164
275
183
280
70
88
245
104
250
118
260
135
275
152
290
177
295
198
300
80
94
255
111
265
127
275
145
285
163
300
189
305
211
315
90
99
265
117
275
134
265
154
295
173
310
201
315
224
325
10D
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
248
345
74' 6-i-dw $10 GMv' P-4 o d.% 6.6— sb+e:..d ..,d.. k6d s=l m..dG.. 6..&—* .R-id W -:,A r— f,4- c -A-- m, dfi— -.6.., 660 0 - P ".n k6a" n
-
Nelson Irrigation Corporation 848 Airport Rd. Wulla Walla, WA 99362 USA Tel: [phone] Fox: 509525.7907 E-mail: [e-mail] Web site: wwwnekonirrigalion.com

20C
U
um' 175
z
ISO
cs
too
75
50
25
SER K E LE Y P U M PS
TYPE "B" RATING CURVES
MOTOR DRIVE
CURVE 4075
DATE 1-2-86
PAGE 1.02
SUPERSEDES
All previously isweid
4075 Curves
cob.: M&I"W C.I. PaiLum L01018 m&ek*.L0IO18 Nominal ILP-M, 3600
wwww% peftew C-1. p.& p.. S07367 UMIL Nq.SD7367 0c..61 Full Based an Fresh Water 0 80' F.
Maximum Working Pressure: 150 ni
.. . ......
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0 10 20 30 40 so 60 70 so so 100 110 120
CAPACITY IN U.S. GALLONS PER MINUTE
C-5035 T-3207 a.n"n C-5035 D-W 3-1-72 0-- 7-30-85 mono NTPL
wmw C-L PaLmm LOIOI& UNCIL"o, LOICIS Nominal ap.wL 3600
MattrIal C.I. POLK.. M07298 (718 U)N&cL Mg. See below pie. 6-9/ 16" Based on Fresh Water 0 80' F.
S32401( I I U) Maximum Working Pressure: 150 PSI
AJ!�J . .......... 1� L­ I ..... ...... .....
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S34234
V-941.61! Ito- fO *10`710,....
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200. .--, --- -, t -
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572
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t
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CAP.ACIrY IN U.S. GALLONS PER MINWE
rw
V
r

6T
be. fabricated in almost any configuration. Some epoxy coated fittings
include stacks and hydrants as an integral part of the fitting.
Occasionally it may be necessary to connect PVC plastic pipe to steel
or CA pipe. This connection can be made with a coupling called a
transition or repair coupling. In -line valves can be supplied with
connections to gasket pipe.
Thrust blocking is required for gasket pipe. Most thrust blocks
will be concrete.Manufacturer's recommended thrust blocks at any
change in direction greater than lao. Figure I'gives an example of
different arrangements for thrust blocks.
1
Figure l
I--
911M.-
Example of different arrangements for thrust blocks.
-5-

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
wyes, multiply the
figure in
Table 1 by the factors given in Table
2.
Table
1. Thrust
W at End
Plugs
Thrust in
lbs. for test pressure in psi
Pipe Diameter
100 PSI
150 PSI
206'PSI
250 PSI
inches
--
_.... -
440
------ 590_-...
_ 740
1 z
29-5--
2
455
680
910
1140
22�
660
990
132'0
1650
3
985
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
Fir
0
{
M

` FRICTION LOSST'S
FOR DIAMOND PIPE
�• IPS DIMENSION
. O 4-inch 5-Inch 6-Inch 8-
inch 10-Inch 12-Inch
Gallons
Per Min. FRICTION HEAD LOSS IN FEET PER HUNDRED FEET
150 1: 1i
160 1.26
170 1.41
180 1.57
190 1.73
200 1.90
220 2.28 .81 .34 .09
95 .40 .10
240 2.67 260 3,10 1.10 .46 ,12
280 3.56 1.26 .54 .14
300 4.04 1.43 .61 -17
320
4.56 1.62 .69 .19 340 5.i0 1•82 .77 .21
360 5.67 2.02 .86 .24
' .95 .26
380 6.26 222 .28 .10
400 6.90 2.45 1.04 .31 .10
420 2.69 1.14 11
440 2.92 1.25 .34
460
3.16 1.35 _37 .12
` - .14 .-
Y 480 3.44. 1.46 -41 .1.060
500 3.70 1.56 •43 .083
1.89 .18
550 .61 21 .096
2
22
600 2.58 .71 .24 -110
650 ..125
700 296 .81 .28 96
3.36 -93 -32 -141
750 1.04 .36 .158
600 4.78 .175
4,24_ __ 1.17 _ .40 _ _ - ---- - ----_
850 _ . »- - - 1.3a- - 44 -194.
900 Table based on Hazen -Williams 4.71 49 _213
950 e.gsjation-C_„_150 5..21 1.44
5.73 1.56 .233
.54
• larva � -
1050
1100
1150
1200
1250
1300
1350
1400
1450
1500
1600
1700
1800
1900
' 2000
it To find friction head loss in
PVC pipe having a standard
dimension ratio other than 21,
the values in the table should
be multiplied by the
appropriate conversion factor
(F) shown below:
SDR
PR
F
21
200 PSI
1.00
26
160 PSI
.91
32.5
125 PSI
84
41
100 PSI
-785
51
80 PSI
.75
64
63 PSI
.71
1.73
1-88
2.05
2-21
2.39
2.57
2.76
2.95
3.16
3.35
.59
.65
.70
.76
-82
.68
.95
1.01
1.08
1.15
1.30
1.45
1.62
1.79
1-97
-254
:276
.298
.322-
.346
.371
.397
.423
.451
-508
.568
.632
.698
.767
.840
Loss below bold line indicates velocities in excess of 5 feel per second.
Velocities which exceed 5 feel per second are not recommended.

Diamond ASTM D-2241
IPS Pressure -Rated PVC Pipe
Approximate Coupler Dimensions
A
O-D.
C
Size
Gasket Race
Socket Depth
• 2
3.166
4.500
• 2 y2
3.719
6.000
3
4.434
6.000
4
5.603
5.000
6
&252
6.250
g
10A20
6.500
10
12.762
7.500
12
14.952
7.500
T .D-2241 Pipe Dimensions
Minimum"Wall-Thickn2s�
D 1105
50R-rJ 5 SDR-71
501`1�26
Sfl5 P55
SAPS
S.IE C.D
5cn.r0
715 PSI 200 PSI
16o PSI
.640
.109
.052
' 1,050
.113
060
t 1.315
.133
.063
1 v." 1.660
.140
-079
064
056
1, 1.900
145
090
073
058
2 2.375
.154
113
091
073
2'n ' 2.875
203
137
110
088
3 3.500
.216
167
135
108
4 4.500
.237
214
173
138
A 10
5 "' 5.563
.258
265
214
171
A36
6 6.625
.280
316
255
204
.162
8 8.625
.322
410
332
265
.210
10 " 10.750
.365
511
A 13
331
.262
12.750
.406
606
490
392
.311
Imond's IPS Pressure -Rated pvC Pipe coupler
wets the requirements of ASTM D-3139.
Diam011d
Gasket Specifications
1. Gasket configuration locks gasket in place and
prevents fishmouthing-
2. Chevron sea[ for added pressure sealing ca-
pacity.
3. Compression seal - provides a sea[ under
vacuum.
4. Wiper beads to clean spigot end.
Diamond ASTM D2241
IPS Pressure -Rated PVC Pipe
Rieber Gasketed Joint Dimensions
STOP
PARK � u MAXr0.04
7L
r SELL �.0. L O.P.
Pipe
Size
A
Insert
B
Socket
D
Diameter
,..
3
6
14-
3
4
5
3 314_ ��_--�-1'r--_
4 112
5 1/4
5 11'
6
6 718
8 11a
3 118
4 7116
5 I r__
7 13/16
10 118
14 11116 .
S11ort Form
Spccificatioll for Diamond
PVC Irrigation rifle
ASTlv1-D2241-SDR41,32.5,261,or21
Diamond PVC Irrigation Pipe shall be made of
compounds conforming to ASTM D178a will, a
cell classification of 12454B. Diamond PVC
Irrigation Pipe must meet all the dimensional.
chemical. and physical requirements as outlined
in ASTM D2241,-Anncx. ANSIlASAii S376.1.
and SCS 430-DD. and will Irc supplied 111 20 flr()t
laying lcngitls.
'Inquire for svailab1111y
1 .h

to
SS IN ALUMINUM F PVC PIPE
FRICTLON LO.
P.S.I. FRICTION LOSS PER 100 FEET
P.S.I.
FRICTIOX LOSS PER 100 FEET
P1fC IRRIGATIUR PIPE
ALIINN111l1 IIM
PIPE 1i1 C1311P1ERS
w
.GATIOX
INS. ,I.O-
2
3
4
5
b
B
INS. 1.A.
2
3
{
5i-
EAU 10
0.I
GAL! 10
0.1
--
-`
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11INt. 20
0.4--
Kim. 20
0.5
0.1
30
O.A
30
1.1
0.2
- -
- -
~ _
40
1.4
0.2
` -
01.9
0.3
0.1
- -
- "
_
50
2.1
0.3
0.1
`
- -
50
-2.7
0.4
0.1
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` r
J _
60
2.5
0.4
0.1
- -
- -
60
4.!
0.6
0.1
- -
- `
_
70
3.9
0.5
0.1
`
70
5.4
0.6
0.2
0.1
- -
- -
80
5.0
0.7
0.2
0.1
BO
- -
1.0
0.2
OA
- -
-
90
- -
0.9
0.2
0.1
9Q
- -
1.2
. 0.3
0.1
-
-_
100
- -
1.0
0.3
0.1
100
- -
1.5
0.4.-
0.1
- -
_
110
- -
1.2
0.3
0.1
110
- -
1.7
0.4.
0.1
0.1,
120
- -
1.5
0.4
0.1
120
- -
2.0
0.5
0.2
0.1
- -
130
- -
1.7
0.4
0.1
O.1
130
. - -
2.4
0.6
0.2
0.1
- -
10
_ _
1.9
0.5
0.2
0.1
-
140
- -
2.7
0.7
0.2
0.1
- -
150
- -
2.2
0.5
0.2
0.1
-
150
- -
3.1
0.8
0.3
0.1
- -
160
- -
2.5
0.6
0.2
0.1
-
160
- -
3.5
0.9
0.3
0.1
- -
170
- -
2.B
0.7
0.2
0.1
_ -
3.9
1.0
0.3
0.1
- -
180
_ _
3.1
0.8
0.3
0.1
1BO
- -
4.3.
1.1
0.4
'0.4
0.1
_
190
- -
3.4
0.0
0.3
0.1
-
190
- -
4.8
1.2
.
0.2
204
- -
3.1
0.4
0.3
O.I
- -
200
- -
5.3
1.3
0.4
0.2
' -
210
- -
4.1
1.0
0.3
0.1
- -
210
- -
- -
1.4
0:5
0.2
` -
220
- -
4.5
I.1
0.4
-.0.2
- -
220
- -
- -
1.5
0.5
0.2.
0.1
230
_ ,
4.9
1.2
0.4
0.2
- -.
230
- -
- -
1.7
0.6
0.2
0.1
240
_ _
5.3
1.3
0.4
0.2
- -
240
- -
- -
11.8
0.6
0.3
0.1
2 0
_ _
- -
1.4
0-5
0.2
- -
40
- -
- -
2.0
0.7
0.3
0.1
250
- -
- -
1.5
0.5
0.2
0.1
-
- ?60
--_=
2•.1
0.7
0.3
0.1_
_
760
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- ---1.6
--0.5
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0. J
770.
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--
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.0.3
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280
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0.4
0.4
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310
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2.1'
0.7
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510
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2.9
f_0
0.4
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320
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2.2
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320
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330
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no
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340
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_ _
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340
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- -
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0.9
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330
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- -
3.
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,
_ _
`' 1-
0.9
0.4
0.1
360
- -
- -
3.8
1.3
0.5
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338
370
-
_ _
_ -
2.7
1.0
0.4
0.1
370
_
- -
4.0
1.4
0.6
0.1
380
_ _
- -
3.0
1.0
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0.1
380
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0.6
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390
-
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370
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400
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420
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4.7
1.6
0.6
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480
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2.2
0.9
0.2
5,00'
- _
_ -
5.0
1.7
0.7
0.2
500
- -.
- -
- -
2.4
1.0
0.2

Field Calibration Procedures
for Animal Wastewater Application Equipment
STATIONARY
SPRINKLER
IRRIGATION SYSTEM
North ' Carolina' Cooperative
Extension Service
North Carolina State University

- Field Calibration Procedures
for Animal Wastewater Application Equipment
outer perimeter. When operated at the design pres-
sure, 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 application
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. Even
through the average application depth may be accept-
able, 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.
Collection 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 unifor-
mity. 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
klers is a square spacing where the distance between
sprinklers is the same as the spacing between laterals.
The spacing between sprinklers and laterals is nor-
mally between 50 to 65 percent of the sprinkler
wetted diameter specified by the manufacturer.
Collection gauges should be placed one-fourth
the lateral line length from the main and no further
apart than one-fourth the wetted sprinkler radius or
effective sprinkler spacing. (For example, if the
effective spacing is 80 feet, spacing between gauges
should be no more than 20 feet).
The grid pattern and number of gauges required
to complete the calibration depends on the pattern
of operating the irrigation system. The size of the
calibration area should be no less than the "effective"
area of one sprinkler. When sprinklers are arranged in
a rectangular or square pattern with proper overlap,
an "effective area" receives flow from four sprinklers.
Thus, a minimum of four sprinklers should be
included in the calibration.
The reliability of the calibration generally im-
proves as more sprinklers are included in the calfbra-
J
uniform opening and cross section can be used,
tion area. If all sprinklers contributing flow to the
provided the container is deep enough (at least 4
= calibration area are functioning correctly, it is neces-
inches deep) to prevent splash and excessive evapora-
sary to include only the minimum number of
tion, and the liquid collected can be easily trans-
sprinklers as described in the preceding paragraph.
ferred to a scaled container for measuring. All con-
But, a malfunctioning sprinkler can greatly influence
tainers should be the same size and shape.
= the calibration results. Its effect on the calibration
All collection containers should be set up at the
depends on the calibration setup and number of
same height relative to the height of the sprinkler
sprinklers being calibrated, the malfunctioning
nozzle (discharge elevation ). Normally, the top of
sprinkler's position within the calibration area, the
each container should be no more than 36 inches
direction of the prevailing wind, and the nature of
above the ground. Collectors should be Iocated so
the malfunction: For these _Fe__asons, if is extremely
that there is no interference from the crop. The crop
important to observe the performance of every
canopy should be trimmed to preclude interference
sprinkler contributing to the calibration while the
or splash into the collection container.
calibration is being performed and to record any
Calibration should be performed during periods
obvious performance irregularities. The more sprin-
of low evaporation. Best times are before 10 a.m. or
klers that can be included in the calibration, the
after 4 p.m. on days with light wind (less than S
miles per hour. On cool, cloudy days the calibration
can be performed any time when wind velocity is less
than 5 miles per hour.
General Guidelines for Stationary
Sprinklers
Rain gauges or other collection containers should be
spaced in a grid pattern fully enclosing the "effective"
wetted area defined by the sprinkler spacing. The
most common spacing pattern for stationary sprin-
more representative the calibration results will be of
the entire field and the less influence one malfunc-
tioning sprinkler will have on the calibration results.
The volume (depth) collected during calibration
should be read as soon as a zone or sprinkler is shut
off to minimize evaporation from the rain gauge.
Where a procedure must be performed more than
once, (Setups 3, 4, or 5 described below) containers
should be read and values recorded immediately after
each different set up.
Operating patterns affect collection container
layout and calibration procedures and results. Typical
0

patterns for stationary
sprinklers include:
1. Square sprinkler spacing Ll 511
operated as a block (two or
more adjacent laterals
operating at the same time)
Figure 1 or Figure 2.
The calibration area may L2
be positioned or centered c 521
between the two laterals
as shown in either Figure 1
or Figure 2. Four sprinklers
contribute flow to the L3
calibration area in the setup
16
Catch
512
4
S22 \ "/ S23 \ \ I S24
Catch can spacing
shown in Figure 1, while six 531 S32
sprinklers contribute for the � Calibration area located 1/4P lateral length from main
setup shown in Figure 2. if
all sprinklers are function- Minimum calibration area =Sprinkler spacing x Lateral spacing
ing properly, similar results Figure 1. Layout of collection containers for calibration of a stationary sprinkler
would be obtained with system operated in a block design. In setup shown, four sprinklers contribute to
either setup. the calibration.
In case 1, with no wind
effects, all four sprinklers
should contribute equal
flow to the calibration area
(provided all sprinklers are
functioning properly). If Ll 511
one of the four sprinklers is
functioning improperly, the
calibration results are not
biased by its position within
the calibration area. L2
In case 2, six sprinklers
contribute -flow -to -the 521
calibration area, but their
contribution is not equal.
Sprinklers S13 and S23 L3
contribute much more flow
STATIONARY SPRINKLER
IRRIGATION SYSTEM
Calibration area
S25
Lateral
533 S34 S35
I Sprinkler
Lateral line ]- spacing
16
Catch cans
S12 1 A S13 1 1 S14 1 1 S15
S22 I I S23 1 l \ I 524 1 / S25
Catch can spacing Calibration area
Lateral
to the calibration area than S31 S32 S33 S34 S35
sprinklers 512 Spa Szz or S24.
Calibration area located 1/4 Sprinkler
(The first number refers to � lateral length from main �I Lateral line � sacing
the lateral number and the
second number refers to the Figure 2. Collection container layout for calibration of a stationary sprinkler system
operated In a block design. In setup shown, six sprinklers contribute to the
sprinkler number along the calibration.
lateral.) The setup shown in
Figure 2 provides the advantage of more sprinklers For a square sprinkler spacing with collection
contributing to the calibration, but the disadvantage gauges set at one-fourth the distance of the sprinkler
of the -results potentially being biased by sprinklers S13 spacing, the minimum number of collection gauges
and SZ3 if they are malfunctioning. ; required to perform the calibration is 16. Step-by-step
O

Field Calibration Procedures
for Animal Wastewater Application Equipment
procedures for this pattern
are presented in the Case I
example on page 6.
2. One lateral operating at
a time with standard
overlap from adjacent
laterals — collection
containers must be placed
on each side of the lateral,
Figure 3, which requires
twice as many collectors
(minimum 32).
A second alternative is
to perform the procedure
twice, once on each side of
the lateral using 16 contain-
ers at a time, Figure 4. When
selecting this alternative,
pay attention to changes in
operating conditions, such
as change in wind speed or
direction, that could result
in variability.
In either alternative,
the amounts collected must
be combined to account for
overlap. Step-by-step
procedures for this calibra-
tion pattern are presented
in the Case II example on
page 8.
c
3. One lateral operating b
with no overlap between 2
32 Catch cans
S11 Lateral A 512
513
S14
S15
521
Lateral B
522
4 Q .'S 3::'.2`'Q_ ,16
S24
S25
;..a
13
Lateral
spacing
Rig�ti1�1I:.
_
30: 0 15
S31 S32
40 BOS3pl2 016
S34
S35
Calibration area located'/.
lateral
I
I`
Sprinkler _ �I
length from main
Lateral fine
spacing
Figure 3. Collection container layout for calibration of a stationary sprinkler system
with one lateral operating at a time. For setup shown, both sides of lateral are
calibrated in one operation.
14
S11 Lateral A 512 513 S14 S15
1p Q_" 13
2<?y S8p14
Lateral B 4Q::'p ;..3;1Z::fJ:l6
521 S22 S23 S24 S25
Lateral
.___. _._ .J r--- ---- '." 16 Catch cans
large gun -type sprinklers are
operated in narrow fields, S31 Lateral C S32 S33 S34 S35
Figure S.
Calibration procedure is < Calibration area located Y, �l Sprinkler
similar to procedure in #2 lateral length from maim r spacing
Lateral line
except outer edges do not
receive overlap and must be
excluded from the effective Figure 4. Collection container layout for calibration of a stationary sprinkler system
area calculations. Collection with one lateral operated at a time. For the setup shown, the procedure must be
gauges may be centered performed twice, once for lateral A, once for lateral B.
about one sprinkler or
positioned between two adjacent sprinklers. between 50 to 65 percent of the wetted diameter of
One of two approaches can be used to perform the sprinkler (often 60 percent is used). The first
this calibration. A general rule in irrigation design is calibration approach accepts this design guideline
to assume that the width of the effective area is that the effective width of the lateral is 60 percent of
0

Field ditch
Figure 5. Collection container layout to calibrate a single lateral line with no overlap
161 from adjacent lateral. Either setup shown (lateral A or lateral B) may be used.
f
16 Catch
cans
Gun 1 f Gun 2
'!, Lateral length
from main
Field ditch "
Gun 3 Gun 4 Effective width
60% of
2 wetted diameter
16
Gun _�
spacing f
Figure 6. collection container layout to calibrate a stationary gun system when each
gun is operated separately (not head to head).
the wetted diameter of one sprinkler. Sixteen gauges
are set out as shown in Figure 5 (Lateral A) (8 gauges
on each side of the lateral) with all 16 gauges posi-
tioned within the effective sprinkler width. The outer
edges are ignored at the onset of the calibration. Flow
from all sprinklers is summed then averaged to
STATIONARY SPRINKLER
IRRIGATION SYSTEM
compute the average
application depth for the
effective area.
For the second alterna-
tive, the entire width of
the field is included in the
calibration as shown in
Figure S (Lateral B). At least
16 gauges should be set
out on each side of the
lateral. The calibration can
be performed all at once
(both sides of the lateral
which requires 32 gauges)
or the procedure can be
performed twice, once on
each side of the lateral
using 16 gauges at a time.
The "non -zero" volumes
collected are averaged to
get a "preliminary" average
application depth for the
wetted area. Next, the
average application depth
for each row of gauges is
computed (rows are -
assumed to be oriented
parallel to the lateral). In
this computation, zero
values are included. "Those
rows whose row average is
less than one-half the
average from the entire
wetted area are then
fall outside the effective
area. The effective width is
the distance from the
lateral line to the furthest
row from the lateral that is
retained. Step-by-step
procedures for this method
are given in the Case III
example on page 9.
4. Big gun sprinkler operating individually, Figure 6.
Procedure must be repeated for each gun sprinkler or
sprinkler position (hydrant) contributing to the
effective area being calibrated. This operating situa-
tion results where one or two guns or big sprinklers
are moved from hydrant to hydrant throughout the
0 1

.Field Calibration Procedures
for Animal Wastewater Application Equipment
field. Since stationary big guns should not be oper-
ated "head to head." (two or more sprinklers throw-
ing water on the same area simultaneously); the
procedure must be repeated several times.
Collection gauges may be centered about. one gun
sprinkler. This setup requires that the procedure be
performed three times, once while Gun 2 operates,
again when Gun 3 operates, and a third time when
Gun 4 operates. Collection gauges may also be
centered between Gun 2 and 3 or Guns 3 and 4 as
shown in Figure 6. (Actual location depends on the
length of the lateral). In this setup, the procedure
would be performed twice since only two guns or
gun locations contribute to the calibration.
CASE I. Block'Pattern with 2 or more laterals operating simultaneously
(Scenarios -shown in Figures 1 and 2)
1. Determine the effective sprinkler area. (Area defined by sprinkler spacing along a lateral multiplied by the
spacing between laterals. (Example: 80 feet by 80 feet are typical for a solid set wastewater system). The
effective sprinkler area is the minimum area to be included in the calibration area. Note. The calibration
area can be more than the effective area of one sprinkler.
2. Determine the necessary spacing be collection gauges (1 /4 the sprinkler spacing). For an effective
sprinkler spacing of 80 feet, the rain gauge spacing should not exceed 20 feet. (80 ft 14 = 20 ft). Gauges
closest to the sprinklers should be placed a distance of 112 the gauge spacing from the sprinkler. For a
gauge spacing of 20 feet, the first row of gauges should be 10 feet from the lateral line or sprinklers.
3. Determine the number of gauges required. (Minimum number is 16.)
Calibration area (W)
Number of gauges
Gauge area (ft')
Example: Calibration area = 80 ft x'86 ft=.6400 W
Gauge.area; = 20 ft k.20 ft '400 ft,
z
Nurriber o IgatT ' ; , = 16 gauges
s r: .%Y 17cs rR a riJ. .''°�.�'
F
0
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Field Calibration Procedures
for Animal Wastewater Application Equipment
�1)
S

Field Calibration Procedures
for Animal Wastewater Application Equipment
v
ON,
N
A:. It
(2)

7
'N;:i
STATIONARY SPRINKLER
IRRIGATION SYSTEM
;ex -,ami
ri dd,
ry, D e
iY30. IN Kip 00 'M,
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STATIONARY SPRINKLER
IRRIGATION SYSTEM
;"tijS' �'t Gil; .Y"^: {99��:i4. ]� ,°(y7[1!-. __ - . -.F,:. - - .. � y _ ,- - '�,• • n
afra -
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♦ � a i7'� {
r.'t(�f"T,r' Y,�1Y�F �yx 3*'f f{�!•ji�k.,� A�z.��1�T�/S'�A
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qw,?"
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ex� a�,;:ry�• :fiss-'F,�s .c . �_ '.,. 3j1 .rrr r Z�k?;'FRr•.'-.. -s -_ t_c-.;r_ =�% ! 't wi+, '
- •^� t*c `�'�£g 'F•v�`�?r4�ta'„�V i-f _ �,{ --.r�..`--� F . k. , .. - iVi�':t; _-'�%�:� �Y -�L vi - -�'� :ti..-S. , F'-�._
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-Field Calibration Procedures
for Animal Wastewater Application Equipment
141,
Y­L
0

STATIONARY SPRINKLER
IRRIGATION SYSTEM
W O R K 5 H E E T
3. (continued)
Distance
Volume
Row
Usable
Deviation
Gauge No.
from
Collected
Average
Values
from Average
Lateral
(inches)
L11
10
.77
.77
.260
L12
10
.69
.69
.180
L7 3
10
.83
.8 3
.320
L14
10
.65
74
.65
.140
L21
30
.61
.61
.100
L22
30
.57
.57
.060
L23
30
.48
.48
.030
L24
30
.44
.53
.44
.070
L31
50
.31
.31
.200
L32
50
:22
.22
.290
L33
50
.18
.18
.330
L34
50
.29
.25
.29
.220
L41
70
,12
L42
70
.0
L43
70
.0
L44
70
.08
.05 (discard)
R11
10
.67
R12
10
.79
19
R14 10 77 ,76 - 17 > 2��v,y";F
59,
�i�''
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yr,
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Field Calibration Procedures
for Animal Wastewater Application Equipment
W;Q R K 5 WE E T-3.-(.ebI dnued)
I: DetQn»iile the uera e a Ilcatiafi;-thWthin the effV ' ,5
g pp- p ecffve arm %dd ariiounts from all gauges in:rows
within the effective'width'(Rows 1, 2, aril 3 on hots sides of lateral )
Usable,values are-sh6A: in colunnn-5'suni of ari?oi�nts collected iri rov+ Within effective wadtJr(sursi of
colurfii 5} -12 23-iiieh"es
12.23 inchi3s
Average application depth
24-uge
.rn:.Calculate the deviation'depth for,each gauge Values shown in column 6
Deviatidfi -de th W_JDeptli collected at position i av"gra�ge application. depth (#i)I
b:
i refers to the gauge fiositiori.v►within the effilon:'area
ri. Su-rrraf:cleviations (sum:of. ValUeS.ih column 6).=4 541 i cfio.....-
4 511-inches
Average:eviatiQn tleirth: Q i88 Inches _
4 :gauges
�o.'D.eterMlne'the appliiA0on uniformity.
Q 1 Ini hps (# ! Inehes (#n)
Uc _ .. X 11DQ 63:1
Q 51 °inches;+l)
p: Intetoir i the.ealbt tion results An index value of 63 percent is acceptaisle,for a statignary sprinkler system,
No;acliustments are.needetl. .
Q
8

12
STATIONARY SPRINKLER
IRRIGATION SYSTEM
•
Irrigation System Calibration Data Sheet for Stationary Sprinkler .
Date Farm Tract No.
a. Effective sprinkler area: Lateral spacing ft by spacing along lateral ft = _
Sprinkler: Make Model Nozzle Dia. Discharge GPM
Pressure: Sprinkler Pump Pressure
b. Spacing between collection containers (sprinkler spacing (ft)/A) _
c. Number of collection containers
d. Start of Irrigation event
e. End of Irrigation event
f. Duration (e-d) hours
g. Operate the system, collect data, and
record on the worksheet on page 18.
h. Sum of all catches inches
ft
0
s0
90
"
0
T' 0
225
0
0
20
Z
0
6
0
' 0
'+
0
'0
zz
0
z6
0
30
0
3
�
r,
u
z3
�
30
0
0
0
0
0
0
0
+
e
t
f60
z
z
z
3
0
0
0
0
0
0
0
i. Average application depth (h/c) inches
(i)
j. Precipitation rate = = inches/hr
k. Sum of all deviations from the average catch
1. Average deviation from average application depth
m. Uniformity coefficient
U =
{i)
Interpret the calibration results.
An application uniformity greater than
75 is excellent for stationary sprinklers.
Application uniformity between 50 to
75 is in the "good" range and is
acceptable for wastewater application.
Generally, an application uniformity
below 5o is not acceptable for waste-
water irrigation. if the computed U, is
less than 50 percent, system adjustments
are required. Contact your irrigation
dealer or Certified Technical Specialist
for assistance.
X 100 =
ft2
0
Wind direction
Wind speed
ojo
o'o
oz0z0z0
20
60
10
10
10
20
20
30
30
70
10
10
190
2O
Z7_
3O
a
0
a
0
,
0
,
0
z
0
z
0
2
0
30
8

Field Calibration Procedures
for Animal Wastewater Application Equipment
0
0
Calibration Data Sheet for Stationary Sprinkler (continued)
Gauge No. Volume overlap Corrected Deviation
Collected Adjustment Volume from Average*
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
��. 21
22
23
24
25
26
27
28
29
30
31
32
*Treat all values as positive.

STATIONARY SPRINKLER
IRRIGATION SYSTEM
�.
0
s0
90
, 0
1 O
210
O 2
290
20
60
10
0
,4
0
,O
�0
20
30
3
0
7
0
, Q
, 0
19
0
2O
20
30
4
0
s
0
,0
,0
20
z0
z0
3O
5 '�
NOTE: While in the field, it may be less confusing to
record measured values in the grid above, then
transfer these values to the data sheet for
calculation and interpretation.

•
Prepared by
R.O. Evans, Biological and Agricultural Engineering Extension Specialist
J.C. Barker, Biological and Agricultural Engineering Extension Specialist
J.T. Smith, Biological and Agricultural Engineering Extension Assistant Specialist
R.E;-Sheffleld,—Biological-andAgricultural-Engineering-Extens!d—n Specidlis
5,000 copies of this public document were printed at a cost of $ 3, 084, or $. SZ per copy.
Published by
NORTH CAROLINA COOPERATIVE EXTENSION SERVICE
Distributed in turtherance of the Acts of Congress of May 8 and June 30, 1914. Employment and program opportunities are offered to all
people regardless of race, color, national origin, sex, age, or disability. North Carolina State University, North Carolina ArYT State University, U.S.
Department of Agriculture, and local governments cooperating.
4/97--5M—JMG/KEL-27 0200
E97-30397
AG-553-1

OF W A r�Z Michael F. Easley, Governor
William G. Ross Jr., Secretary
9 North Carolina Department of Environment and Natural Resources
j I! Alan W. Klimek, P. E., Director
H Division of Water Quality
O 'C
December 10, 2004
Allen Cannady
Allen Cannady Farm #1
891 Ozzie Road
Clinton NC 28328
Subject: Certificate of Coverage No. AWS820698
Allen Cannady Farm #1
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
Dear Mr. Cannady:
On June 11, 2004, the North Carolina Division of Water Quality (Division) issued a revised State
General Permit for swine facilities. The General Permit was issued in accordance with the
directive of Senate Bi11 733 (Session Law 2003-28).
In accordance with your application received on November 22, 2004 and in accordance with the
directive of Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC)
issued to Allen Cannady, authorizing the operation of the subject animal waste collection,
treatment, storage and land application system in accordance with General Permit AWG100000.
The issuance of this COC supercedes and terminates your previous COC Number AWS820698
which expires October 1, 2004.
This approval shall consist of the operation of this system including, but not limited to, the
management of animal waste from the Allen Cannady Farm #1, located in Sampson County, with
an animal capacity of no greater than an annual average of 2600 Wean to Feeder swine and the
application to land as specified in the facility's Certified Animal Waste Management Plan
(CAWMP). If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one
boar for each 15 sows. Where boars are unneccessary, they may be replaced by an equivalent
number of sows. Any of the sows may be replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009. Pursuant to this
COC, you are authorized and required to operate the system in conformity with the conditions
and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An
adequate system for collecting and maintaining the required monitoring data and operational
information must be established for this facility. Any increase in waste production greater than
the certified design capacity or increase in number of animals authorized by this COC (as
provided above) will require a modification to the CAWMP and this COC and must be
prior to actual increase in either wastewater flow or number of animals. RECEIVED
JAN4310
DERR - FAYEMLa REGIONAL OTSE
Aquifer Protection Section —Animal Feeding Operations Unit One
�
1636 Mail Service Center, Raleigh, North Carolina 27699-1638 O NofthCarolina
Phone: [phone] FAX: [phone] Internet: h2o.enr.state.nc.us NaAmally
An Equal Oppodunity/Affiirmative Action Employer — 50% Recydedli D% Post Consumer Paper

Please carefully read this COC and the enclosed State General Permit. Since this is a revised
State General Permit, it contains new requirements in addition to most of the conditions contained
in the previous State General Permit. Enclosed for your convenience is a package containing the
new and revised forms used for record keeping and reporting. Please pay careful attention to the
record keeping and monitoring conditions in this permit.
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 2H .0225(c) a compliance boundary is provided for the facility and no new water
supply wells shall be constructed within the compliance boundary. Per NRCS standards a 100
foot separation shall be maintained between water supply wells and any lagoon, storage pond, or
any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the
General Permit or the CAWMP may result in the revocation of this COC, or penalties in
accordance with NCGS 143-215.6A through 143-215.6C including civil penalties, criminal
penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of
the General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual permit by contacting the staff member listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be
final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional
Office Water Quality Staff may be reached at [phone]. If you need additional information
concerning this COC or the General Permit, please contact Duane Leith at [phone].
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: '(Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Aquifer Protection Section
Sampson County Health Department
Sampson County Soil and Water Conservation District
Permit File AWS820698
APS Central Files