820211_CORRESPONDENCE_20171231

NUH I H C;AHULINA
Department of Environmental Qua!

Waste utilization Plan
Producer:
Randall N. Barefoot
Name of Farm:
R & J Farms 13-16
Location:
P.O. Box 589
Clinton, NC 28329
Phone:
910-592-8887
Type of Operation:
Feeder - Finish
Number of Animal:
2880
Storage Structure:
Anaerobic Lagoon
Method of Application: Irrigation
Amount of waste produced per year:
Amount of plant available
N (PAN) produced/year:
Sa - 20
County: Sampson
RECEIVOE
AUG 0 9 2011
DEM 4AYkT NLU REGIONAL OWE
5472 ton/year
6624 ibs.lyear
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface water and/or groundwater. The plant nutrients in the animal waste
should be used to reduce the amount of commercial fertilizer required for the crops in the
fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in the implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an. environmentally
safe manner.
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall not be applied to land eroding at more than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are
established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is
frozen. Either of these conditions may in runoff to the surface waters which is not
allowed under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor problems.
6. To maximize the value of the nutrients for crops production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied not more than 30 days
prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will
conserve nutrients and reduce odor problems.
This plan is based on the waste application method shown above. If you choose to change methods
in the future, you need to revise this plan. Nutrient levels for different applications methods are
not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. In some cases you may want to have plant analysis made, which
could allow additional waste to be applied_ Provisions shall be made for the area receiving
waste to be flexible so as to accommodate changing waste analysis content and the crop type.
Lime must be applied to maintain pH in the optimum range for specific crop production. This
waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.

R & J Farms 13-16
Page 2
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract No.
Field No.
Soil Type
Crop
Code
Yield/Ac
Lbs. N
unit
Acres
Lbs N
Used
Month to
Apply
Lbs. N
Per Ac.
13-16
1A
NoA
BP
4.6
50
1.324
305
Mar -Oct
230
13-16
--1A
NoA
SG
1
50
1.324
66
Oct -Mar
50
13-16
1 B
GoA
BP
4.9
50
1.26
309
Mar -Oct
245
13-16
--1 B
GoA
SG
1
50
1.26
63
Oct -Mar
50
13-16
2A
NoA
BP
4.6
50
3.50
805
Mar -Oct
230
13-16
--2A
NoA
SG
1
50
3.5
175
Oct -Mar
50
13-16
26
NoA
BP
4.6
50
4.214
969
Mar -Oct
230
13-16
--2B
NoA
SG
1
50
4.214
211
Oct -Mar
50
13-16
4A
GoA
BP
4.9
50
2.208
540
Mar -Oct
245
13-16
--4A
GoA
SG
1
50
2.208
110
Oct -Mar
50
13-16
4B
NoB
BP
4.6
50
5.363
1233
Mar -Oct
230
13-16
,-4B
NoB
SG
1
50
5.363
268
Oct -Mar
50
13-16
5A
GoA
BP
4.9
50
1.764
432
Mar -Oct
245
13-16
--5A
GoA
SG
1
50
1.764
88
Oct -Mar
50
13-16
5B
NoB
BP
4.6
50
3.738
859
Mar -Oct
230
13-16
--513
NoB
SG
1
50
3.738
186
Oct -Mar
50
13-16
6A
GoA
BP
4.9
50
1.902
465
Mar -Oct
245
13-16
-6A
GoA
SG
1
50
1.902
95
Oct -Mar
50
13-16
6B
NoB
BP
4.6
50
3.224
741
Mar -Oct
230
13-16
--66
NoB
SG
1
50
3.224
161
Oct -Mar
50
13-16
13A
Ra
BP
3.4
50
2.01
341
Mar -Oct
170
13-16
-13A
Ra
SG
1
50
2.01
100
Oct -Mar
50
13-16
13B
Ra
BP
3.4
50
3.133
532
Mar -Oct
170
13-16
--13B
Ra
SG
1
50
3.133
156
Oct -Mar,
50
13-16
14A
Ra
BP
3.4
50
1.329
225
Mar -Oct
170
13-16
-14A
Ra
SG
1
50
1.329
66
Oct -Mar
50
13-16
14B
Ra
BP
3.4
50
3.489
593
Mar -Oct
170
13-16
-14B
Ra
I SG
1
50
1 3.4891
174
Oct -Mar
50
Total 38.458 10267 lbs.
Available Nitrogen 6624 lbs.
Surplus or deficit -3643 lbs.
Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply
the waste in a timely manner.
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.

R & J Farms 13-16 Page 3
In interplanted fields (i.e. small grain, etc. interseeded in bermudagrass), forage must be removed through
grazing, hay and /or silage. Where grazing, plants should be grazed when they reach a height of six to nine
inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain
etc. is to be removed for hay or silage, care should be exercised not to let small grain to reach materity,
especially late in the season ( i.e. April or May) Shading may result if small grain gets too high and this will
definitely interfere with the stand of bermudagrass. This loss of stand will result in reduced yields and less
nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal
situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage
two to three times during the season, depending on the time small grain is planted in the fall.
The ideal time to interplant small grain, etc. is late September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a height of about two inches before drilling for best
results.
Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning
may occur in livestock. Sampling forage or hay for nitrate levels is recommended.
Acres shown in the tables are considered to be the usable acres excluding required buffers, filters strips along
ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to
equipment limitations. Actual total acres in the field listed may, and most likely will be, more than the acres
shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates.
The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients
or other elements. Your production facility will produce approximately 1037 Ibs_ of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 5184 lbs. of PAN to utilize. Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbslacre you will need 17
acres of land. If you apply the sludge to corn at the rate of 125 Ibs, of nitrogen per acre you will need 41
acres of land. Please be aware that these are only estmates of the PAN and the land needed. Actual
requirements could vary by 25% depending on the sludge waste analysis, soil types, realistic yields, and
application methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that
runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water
droplet size, and organic solids. The application amount should not exceed the available water holding capacity
of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of
the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and
irrigation designer to ensure that an irrigation system is installed to properly irrrigate the acres shown in tables.
Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan
invalid.

R & J Farms 13-16
Page 4
The following table is provided as a guide for establishing application rates and amounts.
Tract No.
Field No.
Soil Type
Crop
Code
Applic.
Rate inlhr
Applic.
Amount
13-16
1 A
NoA
BP
0.5
1
13-16
-1A
NoA
SG
0.5
1
13-16
1 B
GoA
BP
0.5
1
13-16
-1 B
GoA
SG
0.5
1
13-16
2A
NoA
BP
0.5
1
13-16
-2A
NoA
SG
0.5
1
13-16
2B
NoA
BP
0.5
1
13-16
--2B
NoA
SG
0.5
1
13-16
4A
GoA
BP
0.5
1
13-16
,-4A
GoA
SG
0.5
1
13-16
4B
NoB
BP
0.5
1
13-16
-4B
NoB
SG
0.5
1
13-16
5A
GoA
BP
0.5
1
13-16
-5A
GoA
SG
0.5
1
13-16
5B
NoB
BP
0.5
1
13-16
--513
NoB
SG
0.5
1
13-16
6A
GoA
BP
0.5
1
13-16
,-6A
GoA
SG
0.5
1
13-16
6B
NoB
BP
0.5
1
13-16
--613
NoB
SG
0.5
1
13-16
13A
Ra
BP
0.5
1
13-16
--13A
Ra
SG
0.5
1
13-16
13B
Ra
BP
0.5
1
13-16
-13B
Ra
SG
0.5
1
13-16
14A
Ra
BP
0.5
1
13-16
-14A
Ra
SG
0.5
1
13-16
14B
Ra
BP
0.5
1
13-16
--14B
Ra
SG
0.5
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 of the
nitrogen limitations. The maximum application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the
average of once every 6 months. In no instances should the volume of the waste be stored in your structure
be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour
storm.
It is the responsibility of the producer and the waste applicator to ensure that the spreader equipment is operate+
properly to apply the correct rates shown in the tables. Failure to apply the recommended rates and amounts of
nitrogen shown in the tables may make this plan invalid_
Call your technical specialist after you have receive the waste analysis report for assistance in determining the
amount of waste per acre and the proper application rate prior to appling the waste.

R & J Farms 13-16 Page 5
NARRATIVE OF OPERATION
Plan rewritten due to change of ownership and cropping system
WASTE 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 waste_ If the producer
does not own adequate land to properly dispose of waste , he/she shall provide a copy of
an agreement with a landowner. who is within a reasonable proximity, allowing him/her the
use of the land for waste application. It is the responsibility of the owner of the facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
standard 393 - Filter Strip).
5_ Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland,
the waste may be broadcast provided the application does not occur during a season
prone to flooding. (See "Weather and Climate in North Carolina" for guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate that runoff
does not occur offsite or to the surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor or flies.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.

R & J Farms 13-16
Page 6
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potentual for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following_
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residenrial property boundary
and from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned
by he landowner.
14. Waste shall be applied in a manner not to reach other property and public right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "technical specialist".
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses, and on other grassed waterways, waste shall be applied at agronomic rates in a
manner that causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
17. A protective cover of appropriate vegtation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced as necessary to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidences of
erosion, leakage or discharge.
18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illigal discharge, pollution and erosion.
19. Waste handling structures, piping pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetation and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption it should only be applied pre -plant with no further applications of animal waste
during the crop season.

R & J Farms 13-16 Page 7
21. Highly visible markers shall be installed to mark the top and the bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five (5) years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina regulations.
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: R & J Farms 13-16
Owner/Manager Agreement Randall N. Barefoot
I (we) understand and will follow and implement the specifications and the operation and maintenance proce-
dures established in the approved animal waste utilization plan for the farm named above. I (we) know that any
expansion to the existing design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the North Carolina Division of Water Quality
before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste
from this system to the surface waters of the state from a storm event less severe than the 25-year, 24 hour
storm.The approved plan will be filed on -site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request_
Name of Facility Owner: Randall N. Barefoot
Signature: ,00rl /- 7Y
Name of Manager (If different from owner)
Signature:
Name of Person Preparing Plan; James L. Lamb
Affiliation: Prestage Farms, Inc. Phone: [phone]
Address: P.O. Box 438
Clinton, NC 28329
Signature:
Date: ZO//
Date:
Date:

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coieen H. Sullins Dee Freeman
Governor Director
REC�IIIEQ
May 15, 2009
Randall Barefoot Wy 18 20
R&JFarm 13-16
P.O. Box 589[DffiRFAYETfFV1LLfRCGIONAIQFACE
Clinton, NC 28329
Subject: Additional Information Request
Application No. AWS820211
R&JFarm 13-16
Sampson County
Dear Randall Barefoot:
The Animal Feeding Operation Unit of Division of Water Quality's Aquifer Protection Section
has completed a preliminary review of your renewal permit application package. Additional
information is required before we may continue our review. Please address the following item(s)
within 30 (thirty) days of receipt of this letter:
Missing Renewal Application:
You were requested to submit a completed copy of permit renewal application which
appears to be missing in your permit package. A blank copy of the application is
enclosed. Please complete this application, sign and date and submit to us for further
processing.
Missing Waste Utilization Plan:
You were requested to submit two copies of your facility's waste utilization plan (WUP
or, nutrient management plan, NMP) that include information on the number and type
of animals, amount of waste produced, crop types, and fields along with technical
specialist and owner signatures. Our records show portion of waste lan listing animal
numbers and waste produced is missing in your permit package.
Please reference the subject application number when providing the requested information. All
revised and/or additional documentation shall be signed, sealed and dated, with two (2) copies
submitted to my attention at the address below. Please note that failure to provide this additional
information on or before the above requested date may result in your application being returned
as incomplete.
Please be aware that you are responsible for meeting all requirements set forth in North Carolina
rules and regulations. Any oversights that occurred in the review of the subject application
Aquifer Protection Section 1636 Mail service Center
Internet: w-w.nomerqualityvre Location: 2728 Capital Boulevard
An Equal Opportunity/Affirmative Action Employer— 50% Recyded110% Post Consumer Paper
N Carolina
Xatura*
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer service: [phone]

package are still the responsibility of the applicant. In addition, any omissions made in
responding to the above items shall result in future requests for additional information.
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 regarding this letter, please feel free to contact me at [phone]
Sincerely,
J. R. Josbi
Animal Feeding Operations Unit
cc: Fayetteville Regional Office, Aquifer Protection Section
Sampson County Soil and Water Conservation District
APS Files- AWS820211

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Animal Waste Management Systems
Request for Certificate of Coverage
Facility Currently Covered by an Expiring State Non -Discharge General Permit
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 April 3, 2009.
Please do not leave any question unanswered Please make arty necessary corrections to the data below.
I . Facility Number. and Certificate of Coverage Number.
2. Facility Name:
3. Landowner's name (same as on the Waste Management Plan):
4. Landowners Mailing address:
City/State
Zip:
Telephone Number (include area code): E-mail-
5. Facility's physical address:
City/State:
6. County where facility is located:
7. Farm Manager's name (if different than the Landowner):
S. 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. Indicate animal operation type and number:
Zip:
Swine
Cattle
Dry Poultry
Wean to Finish
Dairy Calf
Non Laying Chickens
Weary to Feeder
Dairy Heifer
Laying Chickens
Farrow to Finish
Milk Cow
Turkeys
Feeder to Finish
Dry Cow
Outer
Farrow to Wean
Beef Stocker Calf
Pullets
Farrow to Feeder
Beef Feeder
Turkey Poults
Boar/Stud
Beef Brood Corr
Gilts
Other
Other
Wet Poultn'
Horses - Horses
Sheep - Sheep
Non Laying Pullets
Horses - Other
Sheep - Other
Layers
a
LY►p" DL %.Yr%Il A T Cr A Tt` f'lV%TVX) AT A'11AW5

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
Mann ement Plan CAWMP has not vreviousiv been submitted to the NC Division of Water Qualitv. two copies of the
CAWMP must also be submitted 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. 1 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-
215.6$, any person who knowingly makes any false statement, representation, or certification in any application may be subject to
civil penalises up to S25,000 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 corporation,
signature should be by a principal executive officer of the corporation):
Name:
Signature:
Title:
Date:
Title:
Sipature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDENR — DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Teiephone number: [phone]
Fax Number: [phone]
FORM RENEWAL -STATE GENERAL 02109

North Carolina Cooperative Extension Service
RECEIVED
APR 0 6 2009
Farm Name: Pope Bros. Farm, Inc. (10-13)
Facility No.: 82-211
Subject: Correction to Wettable Acre/WUP
Tech_ Spec.: Danny Bailey
Find the following:
(1) New map
College of Agricuftore and Ufa Sciences
17z�- 4 P S�\
(2) Fields coded 5B, 6B and 14B have acres changed due to concrete plant and well
buffer.
(3) Sheets showing acre calculation for fields coded 5B, 6B and 14B.
(4) Revised WUP due to acre changes.
t%4 Owner Signature
Date
t
Tec . Spec. Signa e
: 9 j u ~f
Date
RECEIVED !DENRIDWO
AQUlFFR'panTFr,TloN SfiCTION
MAR 16 2009
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 A&T State University, U.S. Department of Agriculture, and local governments cooperating.

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�`� `rt _•r r •� _ re _ ! ''vr� Y �•. u'.i• kc ' I`
to
\ -�f o ICY
Q 'Lt r rw' •r• 'ral Sp_ �,,
re
03
%. k
noa
'>.6 , -�. �. ► lac k ?, +v ; .� _y w ,
'Ifry _
. .rah
Ls
1 1 006`x�aCIL
onF op y t DE '" 1�oh -) L�,
xri
0
h
c^S lbSa'
a
vi
ILI-
i�71 NN"
1 �~
�. ` .. :�t..�'. - - f'.:�.., .�f. _ ice'• 7 _
�: s t`• �.w lt�`1t .s ,. . f, rig • L ,id ~
� •:� it-i+v , - 1 ;F'' h ,�Q'�
NA r .� r. r� •� 7 j� s� [_�}�jr i� i f f fy - _

ANIMAL WASTE UTILIZATION PLAN / / 3
1e,7e�,/
TABLE 1: ACRES OWNED BY PRODUCER
/.'fs'rL 1//
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
--------
APPLY
RESID.
APPLIC
METH
N
TIME
10-13
lA
NoA
BP
4.6
230
0
3oS
I
MAR-OCT
10-13
I I
10-13
1B
GoA
10-13
1B
10 -13
2A
NoA
10-13
"2A
10-13
213
NoA
10-13
"2B
10-13
4A
GoA
10-13
- 4 A
10-13
4A
GoA
10-13
4B
NoB
i
10-13
"4B
10-13
4B
NoB
SG
1
0
GG
I
150
ISEP-MAY
BP
4.9
0
3c9
I
1245
MAR-OCT
/. 2G
SG
1
&
ISEP-MAY
150
lo.
BP
4.6
0
go5
I
1230
1 1 MAR-OCT
. 3.S
FG
0
/ 7S
I
ll
1-50
� SEP-MAY
•
3.s
BP
4.6
1230
©
9G9
I
MAR-OCT
+�. 2 �
SG
1
50
0
Z/I
I
SEP-MAY
C/SB
125.0
136.25
0
/SD
I
G7.zo8 MAR-JUN
WA
1
1100
0
1 / /O
I
C� ��g/ SEP-APR
SBDC
0
/ SS
I
135.0
1140
.2 •� °� JUN-AUG
C/SB
100
1105
03.?G3}
g--4
I
MAR-JUN
WA
1
1100
0
�5.3G3� 2 (08
ISEP-APR
I
�.681
SBDC
128.0
112
0
(5.3t3 }
1 Ob
I
2. lI
JUN - AUG
Page: 3

ANIMAL WASTE UTILIZATION PLAN
f �!
,P2
10-13
5A
GOA
C/SB
125.0
136.25
0
7d�! / 20
I
r/.
MAR -JUNK
.BSA
10-13
'5A
WA
1
100
0
ISEP-APR
I
10 -13
5A
GoA
SBDC
Q
12 3
135.0
I
1140
rl.,yefe)l
JUN-AUG
.SBA
10-13
5B
NoB
C SB
100
0
Y9i`
I
1105
�.3.7U
MAR-JUN
10-13
`5B
WA
1
100
0
I
,SEP-APR
10 -13
5B
NOB
li
SBDC
I
28.0 1112
❑
7(-T y3gl s'
JUN-AUG
10-13
6A
GoA
C/SB
125.0
136.25
0/,qaz
136
I
MAR -JUN
10-13
`6A
1
100
0
(/.so* 9s
IWA
I
1 ISEP-APR
. 9 S/
10 -13
6A
GOA
SBDC 135.0
1140
0
, 1- 0 / 3 3
I
JUN-AUG
10-13
6B
NOE
C/SB
100
0
I
1105
I MAR - 0 JN
10-13
'611
IWA
1 1
100
0
jr3._2
I
5EP-APR
10-13
6B
NOB
SBDC
28.0
0
,/ 8/
I I
1112
�.:2.Vj
JUN-AUG
10-13
12B jorA
C/SB
120
129.E
0
I
MAR-JUN
10-13
'1213
WA
1
100
❑
S►3) 96
I
SEP-APR
9 Sb
10-13
12B
j0rA.
SBDC
138.0
1152
0
(�, �,g i4s-
I
JUN-AUG
10-13
12C
C 5B
120
129.E
0
2,vrr./ /S9
jorA
1
MAR-JUN
10-13
"12C
WA
1
1D0
0
I
/
SEP-APR
Page: 4

ANIMAL WASTE UTILIZATION PLAN
gL-2i1
10 -13
12 C
I OrA
SBDC
138.0 1152
D
.2.4sj)
/ 8 6
I
JUN-AUG
10 -13
13A
lRa
C/SB
ii
110 1
117 . 7
0
(.2.r�,o�
//g
MAR-JUN
/. ava
10-13
'13A
1
0
(,7,p,&)
/ 01
IWA
I
1100
1 SEP-APR
10 -13
13A
IRa
SBDC
li
133.0 1132
0
JUN-AUG
1.0051
10 -13
13B
lRa
li
C/SB
110 1117,7
1
0
3, JS
/ 851
1 MAR-JUN
10 -13
'1311
IWA
1 1100
0
3.i�3)
/ 57
ISEP-APR
I
10-13
13B
SBDC
0
33)
207
lRa
I
133.0 1132
1 JUN-AUG
10 -13
14A
C/SB
110
0
9)
7$
JR.a
I
1117.7
1 MAR-JUN
10-13
WA
1
1D0
0
�•32q)
66
1-14A
I
I
SEP-APR
10-13
14A
lRa
SBDC
133.0 1132
0
1(1,329
B$
I
JUN-AUG
•G4f
10-13
14B
lRa
li
C/SB
110 1117.7
0
��. i/ ��
1
.Z G 3—
MAR-JUN
J.74l4L
10-13
`14B
Ii
WA
1 1100
0
,y�q
17y
SEP-APR
10-13
14B
lRa
Ii
SBDC
133.0
1132
D
�jqj, V:F,
IJUN-AUG
�30
10-13
15A
JR.a
C/SB
110
0
/.9a9)
113
li
I
1117.7
IMAR-JUN
. 7r.v
10 - 13
' 1.5A
1
0
(i. g x 9)
96
IWA
I
1
1100
ISEP-APR
. 96 v
10 -13
15A
lRa
SBDC
133.0
1132
0
9 �q
/ 2 7
I
JUN-AUG
10-13
1513
C/SB
110
0
JR.a
=
I I
1117.7
IMAR-JUN
Page: 5

ANIMAL WASTE UTILIZATION PLAN
� Z 2-
10-13
`1511
WA
1
1100
0
(�Z,71 134
I
SEP-APR
10-13
15B
Ra
SBDC
133.0
1132
0
1 Cs.�n / go
IJUN-AUG
I
1.36
10 -13
16A
lRa
C/SB
110 1117.7
0
jC2.j-y3j'
I
MAR-JUN
10-13
`16A
WA
1 1100
0
/ Z7
I
SEP-APR
10-13
16A
Ra
SBDC
fl
/43
li
133.0 1132
IC-2--331-
JUN-AUG
i•2LL
10-13
16B
Ra
C/SB
110
1117.7
0
j('. Sys.
MAR - JUN
10-13
`16B
IWA
I 1
100E
lo
�, y�o) 46
I
SEP-APR
10-13
16B
SBDC
0
�. gip ( Q
lRa
I
133.0
1132
JUN - AUG
END
I

CERTIFIED ANIMAL WASTE MANAGEMENT PLAN
WETTABLE ACRES WORKSHEET
Farm Name: _ ? OO o /�a o �, F.,.u� C Facility Number:
Manager or Producer 7 n E � ,f Phone )'f 2 r 5-8-i-f
Technical Specialist: _.7-4—Ki'_ 3ggcE Phone# •�) S9a 'Tip/
Facility Contact:
7 0E
_r U► AY pap
Phone # (f,_ y'-
Mailing Address: _
XI/5a-_
GAa/w
7 - - - -
Was farm sited for animals prior to l0/l/95: a No
If No, date farm sited for animals:
Imgation System Tore
(Check all that apply)
Stationary sprinkler with permanent pipe
Stationary sprinkler with portable pipe
Stationary gun with permanent pipe
Stationary gun with portable pipe
Center -pivot system
Linear -move system
------Hose drag traveler
Acres calculated should correspond to that shown in the Waste Utilization Plan and
Form IRR-Z.
To the best of my knowledge, this worksheet(s) and map(s) provides an accurate
representation of the system used to irrigate the animal waste generated by this operation.
SiguaLure (Maaag r Producer) Date

�z—Zip
Make and model number �ti► A�� A.f �P� t L iC,� •.-}
2. Hose length and hose inside diameter (ID}_ 24
0
3. Gun make and model number Ale IC, J / 3 O
4. Gun nozzle size A /6 inch, f ring orifice, taper bore orifice.
(May need to measure nozzle diameter.)
5. Hydrant spacing l6 e /.j,ee feet. Indicate whether uniform, random.
Number of exterio hydrants ydrants / Number of interior hydrantsy
6. Operating pressure at hose reel _ psi.
observed at working gauge, provided by owner.
7. Gun wetted diameter 9 v O feet.
measured, --'--based on gun chart..
8. Gun pressure _ 7.3 _psi.
,--'—observed at working gauge, based on calculations (show calculations),
determined from gun charts. ) CG Pn'`
* * 9. Supply line size inch (from pump to last hydrant).
** 10. Supply line length feet (maximum pumping distance).
* * 11. Supply line type PVC, aluminum.
Pump make and model number
Pump capacity, - - g,pm.
Engine make and model number
Electric motor horsepower and rpm
hp rpm
ND : It is strongly recommended that operating pressure at the reel and gun wetted
diameter be field determined.
or
Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart for
each travel lane and show distance traveled. Also indicate the normal arc angle of the gun for
each pull through a field. Show the location of the supply line. Irrigated acres will be
determined by travel lane
** Optional data, furnish where possible.
* * * Information furnished by
and/
SigrtE(fure of Owner or FacilityAepresentative — Sign&dof Technical Spec&fst
o.OE itoS. f A.[ic� 17'&td! r A%LF% _
Printed Name of owner or Facility Representative Printed name of Technical Specialist
Date " 4) d Date , _j — v 1-- _
*** Only the person or persons collecting the data should sign the data sheet.

t;i►1+'i+t[' 1VLIJAULE ALItL C:UMl'U'1'A'11ONAL NVOR CSf.IEL"T
I. Farm Number (Identification) 2 --..2 // Field Number (ldelttification) =/
2. Irrigation Syslem Designation j Elisliug Irrigatioll System
New / Erspanded hrigatiun System
3. Type of Irrigation System Stationary Sprinkler/6t, ---�L[ard-1 lose T1 avelel
Center Pivot Linearauuve System
,l. Number of Stationary Sprinklers # interior sprinklers # Exterior sprinklers
Number of Travel Lanes H hiledor Lanes �� H Exterior Lanes
5. Wetted Diameter ,30o r (feet] From field data sheet . 73 Lenglh of pup [feet)
G. Spachig Lateral / Hydrant Spacing (feet] Im imcealage of welled dimiclerl
Sprinkler spacing along lateral [feet] (.ts pmlceatage orwcucd diamciciI
7. SpriuMer or Hydrant Layout Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklem/llydiants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter frum [lie appropriate tabale
and culumn based un pattern, spacing, and sprinklerltiavel lane lucalkurl.
Slationary Sprirtlders
Acres per Interior sprinkler from fable Column
Acres per Exterior sprinkler frolic Table Colunut
Traveler. Interior Hydrant (travel lane)
(a) Acres start end of pull From Table - i--Ulunm
(b) Acres middle portion of pull
(full Length (feet] X Wclted Widih . (frel)) / 43,5OU
(c) Acres stub end of pull burn Table C:ulwrur
Tulal acres for interior pull (Sinn: a + b r- c) --
Traveler: Exterior Hydrant (travel lane)
.3 3 (a) Acres start end of pull Gulp "fable ec-yv t- Culunm_
. '5 X ' (b) Acres middle portion of bull
(full l.engllt.27)[feet] X Wetted Wiclllr 17.f�fectJJ1 �1,S�U
s•1' �11y� x,�7 ) Acres stop end of /..i2 y Total acres For Eztenor IUII1rISUlllll illablC a } � � C �f_ (,UI1111tr1
1 ( )
9. Mulliply the tabulated irrigated acreage value per sprinkler or travel pull by the number of spihiklcrs ur Imll,
of each category in llte field. Sum all uftimse and this is llte total irrigated acreage for the field.
(a) Acres per lntmiur Sprinkler or Pull X N Sprinklers or fulls = Acres
(b) Acres per Exterior SlairWer or Pull X N Spminklers or rutls - _ _ Act es
/.,72'Y Total Wel(able Acre for field (Suer: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: _,p.y,c, � e ; L c r �— Dale.

►,,,�� ee Lx / nUL.L Al,riL' k,VIVIVUTA I IUNAL 1VUR1611ELI'
1. Farm Number (Identification) .2 // Field Number (Identification) � % 46 L
1, Irrigation System Desiguatiori Existing Irrigatiute System
New] Expanded lrrigntiurt System
:3. '1'ypc of Irrigation System Stationary Sprinkler/,�rK Ilard-lluse'fraveler
Center Pivot Linear-muve System
4. Nutnber of Stationary Sprinklers 0 Interior sprinklers # Exle6or sprinklers
Number of'fr'avel Lanes ti Interior Lanes / H Exterior Lanes
5. Welted Diameter o o 10 [feet] hom field data sheet _y a v Lestgllt of pull (feet]
G. Spacing Lateral / Hydrant Spacing [feet] � las Ircrcentage of welted diruttelcr�
Spri[ider spacing along lateral [feet] ins peicetrtage of wetted dimucler l
7. Sprinkler orIlydrant Layout Multiple LateralsAlydrants
Single LateraUllydrant Excessively spaced Sptinklets/Ilydrartts
B. Read Ilse irrigated area per sprinkler/travel pull for the given wetted diameter from the al}prupriate labale
rind culutnm based on pattern, spacing, and sprinkler/travel lane localivst.
Statiuttary Sprialders
Acres per Interior sprinkler from Table Coiurttn
Acres per Exterior sprinkler from 'fable Colurtut
Traveler: Interior Uydr'anl ((ravel Inne)
(a) Acres start raid of pull front Table _ r.'ulunrn
(b) Acres middle pottiurt of Trull
(Cull Length (feel) X Welled Widdl . (fcet3,5fi1}
(c) Acres stop end of pull fi utsr 'l able C Ulueene
'Fetal acres for Interior Trull (Suter: it -+ b + q
'I'rsivelcr: Exterior Uydrarit (travel lane)
,73 (a) Autes start ead of pull fauns Tablcg� Culunrn 3 _
`f2-9_ (b) Acres middle portion of pull
(full LenglhU-io [Teel] X Welted Width/So Irect1)1 r13,5b[i
X,rt (c) Acres slop end of hull Troia Table Culumn
'Fetal acres for Exterior Trull (Suer: a + It + c)�
9. Multiply the tabulated irrigated acreage value per sprisrkier or travel pull by the number of speinklets ur pulls
of each c:alegory in the field. Sum all of these and this is the total irrigated acreage fur the Creld.
(a) Acres per Interior Sprinkler or Pull X N Sprinklers or fulls W Acres
(b) Acres per Exterior Spritilder or IVI X N Spohiklejs or fulls — Ades
/ 211 Total Wettabie Acre for Geld (Suut: 9a + 9b)
Wettable Acrc Computational Wurksheet Completed by: lofAe %.',R ; L't7- r Vale.. �-

t_►i waill' 1YLVIABLE ACRU l;Ull,ll'U UATIONAL 1vu11`KSI M E'l.
1. Farm Number (Identification) g L —all Field Number (Identification) ^ /J
Z. Iriigalioii System Designation Existing Irrigntiort System
New / ExImeided Irrigation Syslent
3. Type of Irrigation System Stationary Sprinkler/ctw llard-tiuse'Fiaveler
Center Pivot Linear -move Systrnt
4. Number of Stationary Sprinklers f/ lnledor sprinklers H Exterior sprinklers
Number of Travel Lanes /1 Interior Lanes _ _ # Exterior Lanes
5. Wetted Diameter 3p (Feet] From field data street 7o v Length of pull (feet)
G. Spacing Lateral / I lydranl Spacing [fee(] ias percentage of wcticd dinincterI
Sprinkler spacing along lateral [feel] jns percentage of wetted diitencici l
7. Sprinkler or Hydrant Layout Multiple Laterals/Hydrants
Single Laleral/Ilydratil Excessively spaced bpd nkleis/llydiants
8. Read the irrigated area per sprinkler/travel bull for the given wetted diameter I'rurn the aplxopdate labale
and column based on pattern, spacing, and sprinkler/travel lane location.
Statimiary Sprinklers
Acres per lnletior sprinkler from 'fable. Column
Acres per Exterior sprinkler frorn 'Fable Column
'Traveler: Interior Hydrant (travel larie)
(a) Acres start end of pull from 'fable _-olunui _
(b) Acres middle portion of pull
(full Length[feel] X Wetted Widllr . (Feel j) / 4 3,5 00
(c) Acres slup end or pull rani 'I able Colunsrr
Total acres for Interior pull (Sum: a + b+ C)--
Traveler: Exterior Uydrant (travel lane)
. VL 2_ (a) Acres start end of pull Cram 'Fable Fyo-,Cvlulinr_
7 X • ��' d377_ (b) Acres middle port+u t of pull
(full Length_Zoo (feet# X Welted Width 2 ► d (('celj)/ 4 4,5Gu
o j x 4 (c) Acres stop end of pull from 'fable Cuiunur
i `��' 3 f/57 Total acres for Exterior pull (Suer: n + b + t)
9. Multiply the tabulated irrigated acreage value per slirinkler or travel laud by (lie number of sprinklers or mills
of caelt category in the field. Sum all of these and this is the total irrigated acreage For the field.
(a) Acres per lriteaiar. Sprirtkler or full X N Sprinklers or Pulls = Acres
(b) Acres per Exterior Swiidder or full X tl Sprinklers at- IVIs - Acres
39 TOM Wettable Acre for field (Sum: 9a + 9b)
Wellablc Acre Computational Worksheet Completed by: LfAl �� 0 Uale:

�,r►+►nai' 1Y1;i ir�11Lt': At:ltl� t;t)AII.'[1IA'lilU1VAL 11'UItlC511k:Er
1. Darin Number (Identification) LPL - 1 / / . field Number (Identification)
2. lriigatiari Systcsri Designation Existing Irrigation System
New / Exptneded lrrigntiuii System
I '1'ype of Irrigation System Statiunary Sprinkler/6Lw � (lard-1 lose 'l ravcicr
Center Pivot Linear-niuve System
4. Number of Stationary Sprinklers If interior sprinklers # Exlet iur sprinklers
Number of Travel Lanes H hite4or Lartes z 0 Exterior Lanes
5. Wetted Diameter 3 a o (feel] From Field data sheet F 0.0 Length ufliull [feet]
G. Spacing Lateral / Ilydraut Spacing (feet] _ las percentage orwcltcd di:unelcrI
Sprinkler spacing along lateral [feet] (as percentage of wetted diamclo i
7. Sprinkler or tlydrant Layout Multiple Lalcrals/Ilydratnts
Single LateraUllydrant Excessively spaced Spritiklers/llydrants
B. Read the irrigated area per sprinkler/travel pull far the given wetted diameter rrom [lie appruptiate tabale
and culunut based un pattern, spacing, and sprinkler/travel lane lucatiun.
Stationary Spriuklers
Acres per Interior spriidder from 'fable Column
Acres per Exterior sprinkler Frum 'rabic Colunut
fravcler: Interior Hydrant (travel lnue)
(a) Acres start end of pull From 'fable _ �ulunm
(b) Acres middle purtiun of pull
(full Length (Cect] X Wetted Widlb . (feet)) / 43,5titt
(c) Acres stup end urpull liven Table � Cultltltlt _
'Final acres for Interior pull (Sum: a -r- b + r)
Travcler: Exterior Hydront (travel Iane)
. 1fS C(a) Acres start end of pull fiunt rabic t fo7- Column
V fY • t. t . 719 (b) Acres middle purtiun of pull
(full Lengtlr�� [feet] X Wetted WidtlnZi}�[Cccl))/ 3,56t}
px.� (c) Acres slap end orpuil fiorn 'fable Cuiunut _
/ Svr°� V- z <</'fotaf acres fur Exterior pull (Suitt: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or lravel Dull by the number of sprinklers ui hurls
of cacti category in the field. Suitt all of these and this is the total irrigated acreage for the ticid.
(a) Acres per Interior Sprinkler or full X H .Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or full X i! spa ilwers or fulls — Ace cs
Total Wettable Acre for' field (Suui: 9a + 9b)
Wettable Acre Computational Worksheet Completed by. Df,c. i + ; Lc � Date:

%-it,,+nri rr►:r tAULL At_;ILU CONICUl'ATiONAL NVORKSUi; T
l . Farm Number (Identification)
,f 'Z --2//
Field Number (Identification)
2. Irrigation System Designation
3. Type of Inigation System
Existing 11rigatiun System
New / Expmnied h0gatiun System
Stationary Sprinkler/,6rN llard-llose'rraveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers li Interior sprinklers # Exterior sprinklers
Number of Travel Lanes 0 Interior Lanes ��_ H Extei iur Lanes
5. Wetted Diameter 3 aC � ircetj from Geld data street 2 7 Length of pull [feel]
G. Spacial; / 70 Lateral 1 Hydrant Spacing [feel] Ims percentage of welled diarncicrl
SpriiMer spacing along lateral [reelj tits lrcrccntage of wetted dinmelcr j
`1. Sprinkler or Hydrant Layout Multiple Latcrals/Ilydrants
Single Lateral/Hydrant Excessively spaced Sprinklms/llydrants
K. Bead the irrigated area per sprinkler/travel pull for the given wetted diameter front the appropriate tabale
and culutim based on pattern, spacing, and sprinkler/travel lane lucatiun.
Stationary Sprisrlders
Acres per Interior sprinkler frun 'fable _ Column
Acres per Exterior sprinkler from 'fable ColUmrt
1'ravc1cr: Interior hydrant (travel lane)
(R) Acres start end of pull from 'fable _ �,'olurnn
(b) Ades middle portion or pull
(full Length_ [feet] X Wetted Width. [lectj) /,13,500
(c) Aci es stop end of pull frum 'fable CuiUrrrlr _
TOM acres for Interior pull (Sum: a + b + c)
Traveler: Exterior ]Hydrant (travel Inne)
70 (a) Acres start end of pull frum TablcFC 60 Colmim —a__
Z f f s (b) Acres middle put lion of pull
IPull Lcngtlt2 7S[leet] X Welled Width -2S7 [feet;)I 43,5bu
(c) Acres stop end of pull Bum "table Culumsr
2.2,08TOal acres fur Exterior pull (Sues: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or ttavcl pull by the number of sprinklers or bulls
of eaclt category in the field. Sum all ofthcse and tws is lire total irrigated acreage for the ticid.
(a) Acres per Inter for Sprinkler yr full X # Spi inklers or Pulls = Acres
N Acres per Ex,ler for Sprirdder or Pull X H Spe inkleea or Pulls — Aci es
.Av i'utal Wettable Acre for Geld (Sues: 9a + 9b)
Wettable Acre Computational Worksheet CvEnpleted by., Lt )' Dale: _ _

�f�►�a+u' 1YL1-IAULI: I\(_;II;Is C;UA•ll'UI'A.'IIUNAL 1VV1ttt5Lli�Et'
1. l-arm Number (Identification)
,PZ —o2//
Field Number (Identification)
2. lrrigation Syslciit Desigrraliort
3. 'I'ype of Irrigation System
_ Exisling litigation Systel»
New / Lxlranded Irrigation System
Stationary Sprinkler/�rK �1lard-llusc'I'ravcicr
Center Pivot Linear -move Systcm
4. Number of Statiunary Sprinklers I1 liter for sprinklers # Exterior sprinkle) s
Number of Travel Lanes 0 Interior Lanes I Exterior Lanes
5. Welled Diameter 3v 0 [feet] From field data street 50 Length of pull [feet)
6. Spacing / 78 Lateral / Hydrant Spacing [feel] Ins percentages of welted dimietcrl
Sprinkler spacing along lateral [feet] las percentage of wetted diari:etei 1
7. Sprinkler or Hydranl Layout Multiple Laterals/) lydrants
Single Lateral/Hydrant Excessively Bpaced Sprtnklers/Ilydranls
8. Read the irrigated area per sprinkler/travel pull fur the given wetted diameter from the appruptiate labale
and culunvi based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from 'Cable Colunui
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull (ruin 'I'nble - �-olumn
(b) Acres middle purtion of hull
(full Length [feet] X Welted Widilt . (feel)) / 43,500
(c) Acres stop end of pull from 'Fable C01:Ernn
Total acres for Interior ltull (Suer: a + b + c)
Traveler: Exterior )Hydrant (travel lane)
70 (a) Acres start end of pull from l'nb1QFF4 o Culutntr
S� LG 3 (b) Acres middle porlior3 of pull
(full Length 17.5o [feel] X Wetted Wiclllt,?3y [feet))/ 11,5bu
(c) Acres stop end of pull fiont 'fable Column
.-<1343 Total acres for Exterior pull (Sum: a + lr+ c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or Dulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X N Sprinklers or fulls = Acres
(b) Acres per Exterior Slrrudcler or Pull X N Slit inkler a or Pulls — Ace es
-<30 I'ulal Wettable Acre for field (Suitt: 9a + yb)
i Wettable Acre Computational Workslneet Completed by: PfAl % 41

<....,f,•AA tIL.ALAIIJULL1,P.1—rAU' t_Vjv 'uIAtivt`IAI,NVURKSHE,LT
1, Fart:i Number (Identification)
FrZ —.Z //
Field Number (Identification) _ "'S,f '
Z. lrt igatioii Systent Designation
3. 'Type of Irrigation Systenn
f Existing irrigation Systetrt
New / Cxpunded Ittigatiun System
Stationary Sprinkler/6YLf Ilard-1lose 'i'ravcict-
Center Pivot Linear -move System
4. Number orStationary Sprinklers 1/ Interior sprinklers
Number of Travel Lanes f # Intci for Lanes
# Exterior sprinklers
# Exterior Lanes
5. Wetted Diameter 3 C o [rcet]1--rom field data sheet 3 0 0 Length of pull [feet)
G. Spacing / 72 Lateral 1 liydraut Spacing [feel] S % las percentage of welled dimuclerl
Sprinkler spacing along lateral [feet] [as percentage of welled diamcici J
7. Sprinkler or Hydrant Layout f ulIiple L.ateralsll iydrants
Single Lateral/Hydrant. ..Excessively spaced Sptinklerslllydiatrts
8. 1Zcad the irrigated area per sprinkler/travel pull for the given wetted dimucter from the appropriate (abate
and column based un pattern, spacing, and sprinkler/travel lane localivn.
Statiutr:try Spriuldera
Acres per Interior sprinkler from Table Column
Acres per Exterior sprittkler from 'fable Colunut
Traveler: tutcrior Hydrant (travel lane)
. SS (a) Acres start crid of pull rmirt fable Td� `.'vhtriut
. /.R V (b) Acres middle poi tiulr of pull
(full Length.3oo jfeet] X Wetted Width / 72, [1'ccl j) / 43,560
(c) Acres scup end of pull Ilium Table Culmint _
/•70y Tutnl acres for ltaterior pull (Stara: n + b + c)
I'raveler: Exterior Hydrant (travel Julie)
(a) Acres start end of pull irony 'I'able Column
(b) Acres middle purtiun of pull
(full Length[feet] X Wetted Witlth [fcetj)/43,5t►U
(c) Acres stop end uF Dull Ilium 'faille Column
Total acres for Exterior bull (Sure: it + b + c) -_—~
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by (lie number of sprinklers m Dulls
of each c:atcl ory in the field. Sum all of these and this is the total irrigated act cage fur the field.
(a) Acres per Interior SpritM r or 1'1111 X Il Sptiiikleis or fulls = Act es
(b) Acres per Exterior Sprinkler or Pull X N Spiinklets or VUlls v Ades
?6 v! Tutal Wettable Acre fox- field (Sutrr: 9a + ylt)
Wettable Acre Computational Wnrkshee[ Canpleled by: _ ,,�J.9�v ! : L� y' Uale:

l t) H r'. i,
1. l :ir)r11'lullillii (TcJirlliifi:ation) �2 �� 1� } i�lii llulsllres �i+l utilicsltiull) - '
2. jilitaliuls SYsiLnl brnigilaliuu 1:aislii3l; ltlitttllillls ,�1 ;lCul a
TVctt' 1 !'.a]u,ns1t11 }l,ihnliul3:�}'slcau
�. Tylit 01-111igailoll ;.'•',j+stt;111 aiillnaiy 11tiiiklvi16 il11d-IIorc-1laVOV.1
UC111.C1 1'ivut l�kll> n1 11111vz :iy 1Ck1,
�i. 1'dl1J1l1�L'F urut:lll(}Ilil1�1 �i111i111i1C1'* >'1 llklcthlil filllllkl lcl" �� 1:xirlim cllliill:lr•l�
1•iulllbcr uf.•'1-r11vCiLallcs / �! luli:licll l,llll,^.,9 1! l;xlciiul l.alm^
'i. 1�'t:lit;tll)ial)lcicr ��3� .. .�lcctJ 1'Itllll llclli tlaln Cilcs:l �jpc7 1.cllt;llttifl,ul1 jlc:r:l�
I72-- Lneial/llytllalllS'pnuingIicclj _.�7_.__ ��,T11C1CllllxPL'ltit,'i:llt.rlrli:ul►ttr1�
:i111ill�,lr�"Sllal;illg alulig 1111cin1 �lcr lJ fin; ]iciLeula]?cUTtacllrll rii,li,igi:�
I. alarhiklcr or ] lyclr>ani Lnyuut _ 1, ul i11ic l.rllcl nl&tl l.yi1mo19
Sillgic 1.alclalll13'tllnikt _ 11xurnsivcly 91111nd 1111tilll clnll1},k11nills
}1. loath lilt 11118'.1wd urca per Billillkic1111avci hull fill llic giVCll lvtllcil klinlil!_'n hum 111C n1,111opliai1: l} half
,,1jd Culumn basal ull llallmn, sllnuing, wit1 rplilkludlinvt'1 h-mr- luutilitill"
�]i:llitrllai-j� Jjlr-llljllC.1�]
1>cres 11rs Inlcliur nfs[111k1C1 fiulll l'n111,;.=_ (uiuslul_
1LLfC91?crExiviorslllilll•:lcrf1oln '1-nblc -- CU11111111�-
1,•1.lvv1t:r: ,1.11ir_riur 1Jydr1lllt (tMVt1 1nlit) .
!irks stnit curl ur plill nuns l abliC�rG� '.:c,l,lnul
(b) htl.cn miilcllc llkll61011 11Flil111
' �1'tlll 1,Cn�lbgo� ;lcctJ !t il't:llt:il 'll'ltllls � 7z jlri:l) j ! •1 t,T1l,u
_ (c) 1tt;i cs shill Clli1 uF 111111 11i,11, 1 able t.1114113l13
litres lur lnlrriur hull (Sui11: is t t1 1 1)
T"rlit'tlrrr: I''.ztcl iur �irslrnit! (ti-n:•cl lniit)
(n) Auts mail coil ul-hull liuul l illlir. t:uiu,lsls
(b) Ai:.il:c 11141 lit {,i11tiull 01 1ri111
tl'ull l,cu lil - 11udI X, 1;'T_ll'll lllll jlri:l)jl,1l `�1311
(c) Auits slu11 ctid of -Bull l-lulll 1;slut - T [:ulll,nit
Total ncrhs for 1, xtl vil )r 111111 l513111: n 1 1) 1 c)
9. 1"1611ij► y 111C tabulated illil;aletl at;ll nl;c i'nluC llcl s111illl:lci tit lia: tl Bull by U1c ui mb-I1 111 c],1ini illy tt1 {11311s
ul-c::1c11 c,llct;vly ill tilt field- :will nil U1-lh,:zn niltl this is 1111_ tcslili ilrit;all:il n�lent,C sill 1111t}-
�,) l5.cresyrrr 1111cliUrS1„ie,klcr vt l't,ll X ii Splil3l;ic,aul Putls r ?+.._•_
(l,) /kc:ns jrcr iririiur ,''i133it,l:itr w i'ttl] V it o 13ti,akic:s w )'tills
3• %�B '1. cr{ai r:'�iialJlr= , uvc For llcict (;)1Slil:.:'a -1• ,.gib)
.',' iL��lc l:cre Currli�ututiorlu} l','��l} sll�^1 Cvl„111ctccl lip: _ _ ;}r.lc --- -

�..,..,,A 111:,L RIto iLGilk;_rtz L,Vrtt.1•UA41IVNAL 1VURIO 1LL.I.
1. baron Number (identification) field Number (Identification) 6,0
Z. Irrigation System Designation Existing Irrigation System
New / Expanded lrrigatiun Systent
3. Type of Irrigation System � SlalionarySprinklcr/6tc I laid-[ lvse Ttavcicr
Center Pivot Linear-inuve System
,1. Number of Stationary Spraiklers 11 Interior sprinklers N Exterior sprinklers
Number of Travel Lanes M Interior Lanes # Exterior Lanes
S. Wetted Diameter 3 e v [feet] from field data sheet 3 ay Length of pull [feel j
G. Spacing Lateral / I lydraul Spacing (feel] 6J las percentage of wetted diameter j
Sprinkler spacing along lateral (feet] [as percentage of %vetted diameter)
7. Sprinkler or Hydrant Layout --- Multiple Laterals/l lydranls
Single Lateral/ lydrant Excessively spaced Sprirtidets/1lydrants
g. llcad the irrigated area per sprinkler/travel hull for llie given wetted diainelcr from the apprupriale tab ale
and column based un pattern, spacing, and sprinkler/travel lane localiun.
Stationary Spriniders
Acres per Interior sprinkler from 'fable Column
Acres per Exterior sprinkler from 'Fable Colunmr
Traveler: Interior Hydrant (travel lane)
S (a) Acres start end of Dull Croat 'Table Z�:Fdp i_�,ulurtttr 3
3A z (b) Acres middle portion of pull
(full Lengtlt3d --., }feet] X Welled Widlit/. S2— (fcell) 143,560
(c) Acres stop cad of pull front Table Culunnr
420 'lbinl acres for Interior ltuil (Suet: n + b 4- c) ~
Travcicr: Exterior Hydrant (travel lane)
(a) Acres start end of puii front Table Column
(b) Acres middle poi lion of pull
(full Length_ jf'eet] X Wetted Widllr [feel))/ 13,5w
(c) Acres stop end of pull Croat 'Table Column
Total acres for Exterior pull (Sulnn: a a b + C)
9. Multiply Cite tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers m pulls
of cash category in the field. Sun" all of these and this is the total irrigated acreage for the ficid.
(a) Acres per Interior Sprinkler or Pull X 0 Sprinklers or fulls = Acres
(b) Acres per Exterior Sprinkler or Pull X N Slsinkleis or fulls = _ _ Ages
90 2. Total Wettable Acre for field (Sunsa: 9a + 9b)
Wettable Acre Computational Workshect Completed by: ___j�.yv % F : Lc Y _ _ Date;_

CAWA-11, 11'1.-I.-i1L,E Al:1lE 1.,t.1-3 r, i 1r[�,1,', �11�1,s111,1;3
;. i :1ni11�1tI11111cI {lcicnlilicalivll) —2 // Ficitl Nklilllacl (1c1L113ii�= ntitlil) ^6• -_
:?. Jiligatiull �;)'s1L111 llcsi8Il:l1iul1
J. T3=I1t: of III ig-11tull '..Shrill
d. N111nirt:r orSlaliulrlly S111,111kicrs :^
1°1u11lbur- ul. -1•ravcl tnut:s
3:aislill), 111 il.tnGull
1`lcn' 11"xplir111u11 lt6gn1im, ::pSirnl
NuliolmlY >}11iIi111I/G�7 T� 141111.1111sc l lavclul
Cc11ic1 1'001 Lillcal-liliwlt :;y:bill
�1 Illiviu3 nIIJI CIr _- - _ --- h i€.xlrlilu rinilll:ll is
I'1 1111t;tiul 1..1111C-9 . _— 11 FYtr-liut },alll5
i. El+'t:lS 1:?isulcicr F o� �l'ccl} 1 1u111 licld tialn shccl i¢�� _? Lmigk tlilaih IIcc!
Z Lnlc1 al / 11yti1 a111 SIsaciill; j Iccl j -.-AY—
. I.ts l€cl Lcniapt uI »t:3it 11 i1i 11,is lr1 j
a11rinkiex•spauNg slung lnlcl of [fec1} • _ Ins liclumnacr ur ty=U1iN diail,riv l
1. Sprinklcr or l lydralli Layuut _ �� 1\4111[ililc I n1CIn]S111.y11in1ii9
Sitll;lc La1t:1 a1111a-di ant slant c11 I11klu s11 iyfll alll*
Y. Ku.,ld 1111; ill-igaled arun per quiukk n/llavo pull iu1 Ow gob, wt:lictl tlinnul'.•I lium lily nI11u11}11i:flc ab,l1•
;,11L1 t;U1u111€1 ba,;cd u11 Ilatic.111, slla6lil'a, and r-p1ill1dCl1[1r1v6 1.111c lutal3iun.
�]1:1i1VIl:lI-�' 5111"Ylilllcr3
Awns llcr 11111:liur rluilikir-1 fi um 'I'Tilk — — l_'ulllulll — —
Acres lira Exi liur silli11khat 1iuua Table Culullill
1'rnvAr: 1u1criur JiydrnaL Vimvc} Inlac) _
.!8 (n) Asks sbil.I Clid of lnill Iiu111 1 [lla1C Ga '.-t,i1111111
.G.N�► (b) Acics lllidtllc Ilualiun ul'pull
(4'1111 ;lMt) X 1ilt:tlt:11 ���€tltlli�t-j1r€ij] 1 1.1 ',1,11
(c) Au1 es slull erlll u1 1n111 1iu111
3.2Ly�'1'Ultil IlCIC3 Tur 11licriur 11ui1 t11,n: n 111 a r)
l•rnvcicr: 101criur 11ydrnllt ((rnvcl 11iitr)
(n) A uics st:111 cud uF pull iium 11I111r. Cuitillm
(la) i11.:1CS IIlatltllt: IlUlIifill 111IM11
tl'rlll 1,e11ellf - . liv.C11 ?; ii1, llttl ii'itllli --llft:l,j1 �11 ',i,U
_ -- (tr) Aui cs stu}i cliff of lnill h um I alllt (:1liunlil
TU1r11 nrurs l'ur Exttl ur fluff [511111: n
9. lviullii►ly ilic RAW irligalcd sumige ;'ON }1c€ SPAIMM to ll nvd Bulk by 3i1>' Ina AU ursl,liifl:ir,r t11 11,1I1
ul-muh umcgwy 111 A I1nlf1..`.uin all ur these Alin 116S is 111� tuln! itIi>_al UO rs:;1e-11". Ril Illu Iiultl-
In) Acres pax 1111c1iu1• Silli,tklsl yr fill] X R S1„i,1k3f�,I, ut fulls - ��_� {,•_��:
(6) Anzcs perr xImiur S1,1it1UCTU1 1411 v fl ;ilnr,lr_icra 1J7 i't,lls
2 '1 u1a1 ��1' 1t�13ic If c: c fear 1iL1s3 !'n + j
I3s'cfl:il,4c lam: i C C011117ulaiianni Wullzha :! Cynipllclnd by:

......i.�A rrA�A A/�AfL>v I1l.,ICL' LVt�`lI'111'/�I'IViVAf� 1VU1iKSUl;I;'i'
1. I7arm Number (Identification) Field Number (Identificatior+)
2. Irrigation System Designation / Existing ltrigation System
New / Elpanded Inigaliuu System
3. Type of Irrigation System Stationary Sprinkler/ctr I lard4 fuse Traveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers 11 Interior sprinklers # Exterior sprinklers
Number of Travel Lanes r # Interior Lanes # Exterior Larres
5. Wetted Diameter 3vo [feel] From field data sheet Sd Length of pull 4feetJ
G. Sptrcing Lateral / hydrant Spacing [feet] jas percentage of welted dimucter)
SprUder spacing along lateral [feel] [as percentage of wetted diameter
7. Spiud ter or Hydrant Layout Multiple Uderals/l lydranls
Single Lateral/Hydrant Excessively spaced bprinklers/llydrants
B. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from like apprupriate tabaie
and column based o%% pattern, spacing, and sprinkler/travel lane lucaliun.
Stationary Spriuklere -
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler front 'Table Colunur
Traveler: Interior Hydraut (travel lane)
(a) Acres start end of pull from 'fable _ i-uluurn
(b) Acres middle portion of pull
(Pull Length tfeetj X Wetted Width . [feel)) / 43,50
(c) Acres slop end of pull from Table Cuiunui
Total acres for Interior pull (Sum: a + b -r- c)
1'r:rvcler: Exterior Hydraul (travel lane)
571 (a) Acres start end of poll frum •f able C trot Culruuil _
g(�� ' �� �• 3f-(b) Acres middle put lion of puli
(Pull Length.zsa [feel] X Welted Widilt 16 o (feet))/ A3,5ou
_ (c) Acres stop end of pull from . Table Column
Z.F12 Total acres for Exterior pull (Sun%: R -t- b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of spr inkler s or Dulls
of each calegury in the held. Sutra all of these and this is the total irrigated acreage for the lield.
(a) Acres per Interior Sprinkler or full X # Sprinklers or fulls - Acres
(b) Acres per Exterior SprijWer or full X #spai1wers or fulls — Aves
/_ V/ 'Ealal Wettable Acre for field (Suur: Ya + 9b)
Wettable Acre Computational Workslheet Completed by: : Lc= Y - _ Date:

.,.­-..4.wN.v«lkkvxr►4IXYI11%AY I1VtCt\JtlC,r,I
t. Dann Number (Identification) C-2 — -7 // field Number (Identification) /' C._ _
2. Irrigation Sysicrtt Designation Exisl ng Irrigation System
New I Expntrded Irrigation System
.3. 'Type of Irrigation System Stationary Sprinkler/6r,f l lard-t lose 'Craveler
Center Pivot Linear-ntuve System
4. Number of Stationary Sprinklers it interior sprinklers 0 Exterior sprinklers
Number of Travel Lanes _ Ii Inletior Lanes �, # 1'sxtetior Lanes
5. Wetted Diameter d d [feet] Front field data sheet 3 fv Letigth of pull (feet J
G. Spacing / f/G Lateral I Hydrant Spacing'fect] 2- J is percentage of wetted diantcterl
Sprinkler spacing along lateral [feet] [as percentage of welted diatnclerl
7. Sprinkler or Hydrant Layout —' Multiple Laterals/1 lydrattts
Single Lateral/Hydrant Excessively spaced Sptinklershlydra+tts
B. tread the irrigated area per sprinkler/travel pull for the given wetted diameter from the approptiate tabale
and colunut based on pattern, spacing, and sprinkler/travel lane location.
Stationary SprittWers
Acres per Interior sprinkler frotn 'fable Colurttn
Acres per Exterior sprinkler front 'Table Colunut
Traveler: Ittteriur Uydrant (travel lane)
(a) Acres start end of pull from 'I'able _-'olunnl
(b) Acres middle portion of hull
(Pull Length 'feet] X Wetted Width . [reel1) 143,5t;u
_ (c) Acres stop cnd of pull fi ain Table Cultunn
Total acres for Interior pull (Sunr: a + b + c)
'Traveler: Exterior Ilydrant (travel lane)
.70 (a) Acres start end of pull flout Table t G 1-17 Colunin
/• 7SJ (b) Acres middle po:lion of pull
(Pull Lertglh3ro [feel] X Wetted WidtltZ:$'(ecl])1 �t3,5{,t}
(c) Acres stop ead of pull front 'fable CUlutttll
2.�✓�/ Total acres for Exterior pull (Sunr: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the rtuntlrer of spiirtkleis of pulls
of caclt category in the field. Sutn all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or full X # Spr inklers or Pulls - Acres
(b) Acres per Exterior Sprinkler or mull X # Splittklers ur Purls a Acres
-2.1/51 Total Wettable Acre for field (Sure: 9a + 9b)
Wettable Acre Computational Worlceheel Cornpieled by: Date;______ __

.�........ waIlk uR.JCIIIAMUA—MU-bUkXI
l . Farnn Number (Identification) z ` // _ Field Number (Identification) / 34
2. Irrigation System Designation i Existing Irrigation System
New / Expanded Irrigation System
3. Type of Irrigation Systetn Stationary Sprinkler/6r,nr Ilard-I lose Traveler
Center Pivot Linear -move Systent
4. Number of Stationary Sprinklers I! Interior sprinklers 0 Exterior sprinklers
Number of Travel Lanes (� # Interior Lanes # Exterior Lanes
5. Wetted Diameter .io a (feet] From Geld data sheet SS-0 Length of pull [feet]
G. Spacing / 78 Lateral / Hydrant Spacing [feet] ;ns percentage of welled diamcterl
Sprinkler spacing along lateral [feet] (as percentage of wetted diarncicr�
7. Sprinkler or Hydrant Layout Multiple LaieraWHydrants
Single Lateral/I{ydrant Excessively spaced Sprinklers/Ilydrauts
8. 1(cad the irrigated area per sprinkler/travel pull for the given welled diameter Gum the appropriate tabale
and colunui based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from 'fable Column
Acres per Exterior sprindder from 'rabic Colunut
Traveler: Interior Hydrant (travel lane)
.S8 (a) Acres start end of pull from 'Fable 4Qgr7 --olunui
qJo (b) Acres middle portion of pull
(full Length.5S o 'feet] X Wetted Width _/7g (feet]) / 43,560
(c) Acres slop end of pull froin Table Column
-2.0/ d Total acres for Interior Trull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
(a) Acres start end of pull from 'rabic Column
(b) Acres middle portion orpull
(Pull Length [feet] X Welled Width (feet))/ 4 3,56U
(c) Acres stop end of pull from Table Column
Total acres for Exterior pull (Suin: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers ur pulls
of each category in the field. Sutn all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X 0 Sprinklers or fulls = Acres
(b) Acres per Exterior Sprinkler or Pull X #1 Sprinklers or Pulls C Acres
o,j -D Total Wettable Acre ;for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: _P fA, ;R ; L-c �r
Date;______

-w •- • A 1f XgA ► Ilk A#A.1:9 /lk%-A%1O LViYIJUU l41 rV"4A\ ' WVl"LbU.""
1. Dann Number (Identification) �$ L ^ J- // Field Number (Identification) /'vim 13
2. Irrigation Systec:i Designation Existing Irrigation System
New / Expanded Irrigation System
3. Type of Ir6gation.System Stationary Sprinkler/6tr �Hard-1lose Traveler
Center Pivot Linear-ntuve Systent
4. Nurnber of Stationary Sprinklers # Interior spriidders 0 Exterior sprinklers
Number of Travel Lanes / 0 Interior Lanes _ # Exterior Lanes
5. Wetted Diameter 3 Ifeet] From field data sheet 6L Length of pull [feet)
G. Spacing / a Lateral / Hydrant Spacing [feet] Sy has percentage of wetted dirrmctcrj
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. SpriirkJcr or Hydrant Layout Multiple Laterals/Hydrents
Single LateraVHydrant Excessively spaced SprinMerslllydrants
8. head Lite irrigated area per sprinkler/travel pull for the given wetted diameter from (lie appropriate tabale
and colunm based on pattern, spacing, and sprinkler/travel lane location.
Stationary Spriukers
Acres per Interior sprinkler from 'Table Column
Acres per Exterior sprinkler from Table Coiumrr
'I i•aveler: Interior Hydrant (travel lane)
. SS (a) Acres start end ofpull from Table`i�16- -�olunui
(b) Acres middle portion of pull
(Pull LengtfskLf--1Ifeet] X Wetted Width /7B [feet)) /43,560
(c) Acres stop end of pull from 'fable Column
3. /3 3 Total acres for Interior pull (Sum: a + b + c)
rruvelcr: Exterior Hydrant ((ravel lane)
{a) Acres start end of pull front 'fable Column
(b) Acres middle purtiun of pull
(Pull Length [feet] X Wetted Width [feet])/ 43,56U
(c) Acres stop end of pull from 'fable Column
'Total acres for Exterior Bull (Sinn: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the nuntber of sprinklers or pulls
ofcach category in (lie field. Sum all of these and this is lire total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = _ Acres
(b) Acres per Exterior Sprinkler ur full X # Sps inkters or Pulls s Acres
.3. 73 Total Wettable Acre for Geld (Sum: 9a + 9b)
Wcuable Acre Computational Worksheet Completed by: _ __,p.p,v % r ; Lc Y - - Date:

1. Farin Number (identification) 02 // Field Number ((denlification) � A
2. L-rigation System Designation 1
3. Type of Irrigation System
4. Number of Stationary Sprinklers
Number or Travel Lanes
Existing Irrigation System
New / Expanded Irrigation System
Stationary Sprinkler/ate
Center Pivot
# Interior sprinklers
0 intet iur Lanes
l laid-1 luse'fravelcr
Linear-nluve System
H Exterior sprinklers
# Lxlerior Lanes
5. Welted Diameter O [feet] l�rvm feld data sheet 34 Lenglh ofpull Ifectj
G. Spacing Lateral / Hydrant Spacing 1fectj ` (.6 ins percentage of welled di;wrcicr i
Sprittkler spacing along lateral [feet] [as liercentage of welled dinincict 1
7. Sprinkler or hydrant Layout Multiple Laterals/llydrants
Single Lateraftlydrant Excessively spaced Sprinklers/Ilydtants
8. head the irrigated area per sprinkler/travel pull for the given wetted diamelcr fiurn [lie eppruptiate tabale
and column based on pattern, spacing, and sprinkler/travel lane location.
Statiunary Spriulers
Acres per Interior sprinkler from 'fable Column
Acres per Exterior sprinkler from Table Column
'f ravelcr: Interior Hydrant (travel lime)
2 S 5' (a) Acres start end of pull fiurn ('aUlr<�6�'Culumn 3
o (b) Acres middle portion of pull
(full Leiigth3ai'((eel] X Welted Width 154.0 (feel]) / 43,5tU
(c) Acres stop end of pull Gun, Table Column
/. .?Z 9 Total acres for Interior pull (Suitt: a + b + c)
I'r:tvcicr: Exterior hydrant ((ravel lame)
(a) Acres start end of pull from Table Culknim
(lt) Acres middle poitiun of pull
(full Length )feet] X Welled Width - [feel))/ 4 3.56U
(c) Acres stop end of pull hom "fable Column
Total acres for Exterior pull (Suitt; a + It + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers ut Bulls
of each category in [lie field. Suitt all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or full X H Sprinklers or Pulls = Acres
(b) Acres per Exterior SpaijMer or full X H Sprinklers or fulls — _ Acres
/.3 z Total Wellable Acre for field (Suitt: 9a + yb)
Wettable Acre Computational Workslreet Completed by: ; L c _ Uate;

t�.111r111!' 11'1;-1,-1�r`�11Lla ih.t,llk:; �:[)1'+11'U•1�r'1.1 iC)1*1i+i, 11'l1ltli�lll,t':!
!_ F:11-111 1,4uniber (lticnliFicalivll) Fici11 1'1u11111t1 iltl lliili'�nliun) _ l !3
:?. }rli1;:11i11t1 :i}`Slc:tn l�cS1�lE;111U11 ' 1�.zislilly t,lilinfiul::;}':1t111
!`1c11' / Expimilttl I1 EWili111, Nyslrlll
3. •1'yllc u1-111Igaliull Sysir-lli
1,)'w itulal3 ,,;llfillkltlfGwrf --r I1:1111.1lorr.-I1;lvt:ita
(,enicl Nvot 1,i11e111-11111v1::i}'.,kt'!n
r1. 1'Jun1uL'1 UFJtilliU31.11)� 511114.1cr5 11 blicliill 5116111:1c1" -. --- fl l;r.11 iol ..".1nh11:11'15
i�1111111icr'ul"•1•rllvclLnncs T, !� it lulcliul l,nslt:.s __ . _^ lll:xil:liul 1.anrr
a. 11,lc1tcl7 Uisulcicr 1:1 u111 licltl 13,1111 S11Ccl d-2a� i,l ni;lll tl1 hula j ll:ti;
f�. til Ii:hL iEila �p o L11lcl Itl 1 11y111 a111 S'julzing I11;C1 ]
• S111i1t1'Jrr'sllas;ill� alulll;lnlcEnl �ft;c1 j
7. o"prinkicr or l lydrani Lnyuul
Siiiglc LalclaVllydianl
_.•. (, �.----- �;ls I,ciccsllapt;uTlvt:llfisl,li:lslirlrl>'
�:,s }1C1 ccnlagc ul" �v%l31.11 lii:lnle{i'1 �
�_ l��i1111i111c l.nlclnlSlll.yiilnlllg
l�yct.;,ivtl� g1111cr-d „IllinkleEEll lykilslllls
Ruad Ilic ll1-ig-a ct1 Ilrn pu slili11k1e1hlnvcl pull 1*01 lllc givC11 wuftll llinll di i duns 111c nilllltillliaiv lllll;llt-
:111t1 culunln basted Ull 1181it:1t1, sllnt:illg, alitl r..}1lnihlrs/isnvt:l him, lul:lllitln.
Staliuuary a111-ittlticr3
ILcrt s 11c1 lrilcl iur s111 isiklci It um Ttible __ Cui1111n1
Berl g }i1:r Lsicliur slllirtl:lcr lions •l'nliic _ Cu1u11111 _
I.•1;ivcicl•: barrillr Ilydrmit (irrlwel lnlic)
• GZ (n) ht;1t~s 91t111 dill uClnlil li,.J1n �1-111i1c�rL_ �'.:u111111Ei �j
,2 • Bb �l1) tLt:l.c:, lnilltilc 11t11liult lil• hull
(:1'i111 Lc11);lll�y�iltcl) 111clic.11 11'ltlll,rz�a_ �Ir='1 1 1 �i t ',1,33
(L) Aurs slu11 tilt] ut'111111 limn 1 :h111L' t.I1111111H
V I :Utill 1lCf'ZS lUz. l,tlirrior }hill (slim: s1 1 1) 1 t j
1 1 rlvtlir: x€criul lly lirnllt (IrrivO In -sir)
(n) t'tcics slap clltl u1.1n111 fiunl l lslrlr. l:ululun
(11) Aui cs nliddIr.. I111i 1i1111 id'pull
JP1111 LellellE ---.. 11vuli X V111.' t:l 1lfiilill _-�lrl:Ijj!'I1•',i,t3
_ ^fit:) / ut= stull uuO ul'}lull liunl l alllt _ t:1111snstl
•l u[»1 ncrrs for Ekkriur• pull (51mr n
} lYlultijily illc laUulalecl illil;alcd a=1^t1ljU value llel sllliul:lcl to 11111'rl 111111 11y tlit,'lfulnllcl t11 sl,linl:itls,ll I,llll:
1fi tait;li c:ilcl;vt}' ill 111t iicltl. Vi:1111 all Ui'tllcse nntl this is tilt: t;llnl ilsit,:,lCii a lcnl;c fu1 ll,c 1161.1-
(1) Acres l,tr lrllclivl Splillldcr yr !'kill X li :;1„6„N.1,21s ,s NAla — A,-tc
(b) A!= s furl' iM:ti,�ais>r 5lwislk•..3cr vj 1'iill J fl iiiY_l'a t ur Vulls
89 'l Ural v1'cunbic ACI-r Fug- Nclti (,j11111: + 4-1�1)
l}sjvllnlJlC Am.c culliputntionjil ��,�V;kslms' C � y: llnlc:
1 1.T111111C1^�

1. Farm Number (Identification) Y Z - -I- / / Field Number (Identification)
2. Irrigation System Designation Existing Irrigation System
New / Expanded lrrigation System
J. 'Type of Irrigation System � Stationary Sprinkler/6tr ilard-llose'L'raveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers 11 Interior sprinklers _ # Exterior sprinklers
Number of Travel Lanes �� # Interior Lanes # Exterior Lanes
5. Wetted Diameter [feet] From field data sheet .3 S� Length of pull [feet]
G. Spacing / L/ 8 Lateral / Hydrant Spacing [feet] J'!6 las percentage of welled dianictcrI
Sprinkler spacing along lateral [feet] [as percentage of wetted diarnelerI
7. Sprinkler or Hydrant Layout Multiple Laterals/Hydrents
Single Laleral/Hydrant Excessively spaced Sprinklers/Ilydrants
8, head the irrigated area per sprinkler/travel pull for the given welted diameter from the appropriate tabale
and colunu+ based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from 'fable Column
Acres per Exterior sprinkler Front "fable Column
Traveler: Interior Hydraut (travel lane)
.._ (a) Acres start end of pull from Table Z_ 1-6a-'olunus Z
/. 3 S1(b) Acres middle portion of pull
(Pull Length33 u [feet] X Wetted Widlh Z!!�& [feet]) 143,560
(c) Acres stop end of pull from 'fable Column
_A sz y Total acres for Interior bull (Sum: a + b + c)
Traveler: Exterior Hydraut (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
{Pull Length_. r [feet] X Wetted Width [[eet])/ 43,56t1
(c) Acres stop end of pull fiom "fable Column
Total acres for Exterior pull (Sum: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the Geld.
(a) Acres per Interior Sprinkler or Pull X 0 Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # SprinWers or fulls - Acres
Tz q Total Wettable Acre for Geld (Sues: 9a + yb)
Wettable Acre Computational Worksheet Completed by: .y,�. T ;R ; Lc Y Date:________

... .,.. ... �..'-..... �vaau �va•R� v alr a&VlT!!RJ
1. I-arni Number (Identification) - -' Z — �/ Field Number (Identification) -,3
2. Irrigation System Designation
3. Type of Irrigation Systeru
Existing Irrigation System
New / Expanded Irrigation System
Stationary Sprinkler%,6tw Hard-llose Traveler
Center Pivot Linear -move Syslenr
4. Number of Stationary Sprinklers # interior sprinklers # Exterior sprinklers
Number of Travel Lanes �� y # Interior Lanes # Exterior Lanes
5. Wetted Diameter .3 o a ' [feet] From Geld data sheet t, 0.o Length of pull [feet]
G. Spacing Lateral / Hydrant Spacing [feet] SG las percentage of wetted dianscterl
Sprinkler spacing along lateral [feel] [as percentage of welled diarnctcrl
7. Sprinkler or Hydrant Layout ---- Multiple LateralvIlydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Ilydrants
8. Read the irrigated area per sprinkler/travel hull for the given wetted diameter from the appropriate tabale
and culunui based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior spriidder from Table Column
Traveler: Interior hydrant (travel lane)
5106 (a) Acres start end of pull from Tablee-21-4o `-'ulumn 3
.'�X ► Sg �•3! (b) Acres middle portion of pull
(full Length Gov [feet] X Wetted Width ./6.8 [feel)) 143,560
(c) Acres stop end of pull from Table CUhlrllrl
.?,72- Total acres for lnterior bull (Suns: a + b + c)
Traveler; Exterior Hydrant (travel lane)
(a) Acres start end of pull from 'fable Column
(b) Acres middle portion of pull
(full Length ]feet) X Wetted Width [feet))/ 43,500
(c) Acres stop end of pull from 'rabic Column
Total acres for Exterior pull (Sure: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Surn all of these and this is the total irrigated acreage for the Geld.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or fulls = Acres
2.72 'Eotal Wettable Acre for field (Sum: 9a + 9b)
Wcltable Acre Computational Workshpet Completed by: . /s;► ; r_: Date.

1. Farm Number (identification)
FZ —,2-.,/
Field Number (Identification)
/6-4
2. Irrigation System Designation Existing Irrigation System
,f
New 1 Expanded Irrigation System
3. 'Type of Irrigation System Stationary Sprinkler/6v.w r�
Center Pivot
I -lard -I lose Traveler
Linear-inuve Syste.in
4. Number of Stationary Sprinklers _ 0 Interior sprinklers # Exterior sprinklers
Number of Travel Lanes � # Interior Lanes �_ 9 Exterior Lanes
5. Wetted Diameter _ -o [feet] From field data sheet ,3 7S-� Length of pull [feet)
G. Spacing 140 Lateral / Hydrant Spacing (feet) 3 jas percentage of wetted diametcrl
Sprinkler spacing along lateral [feel] [as percentage of wetted diameter)
7. Sprinkler or Hydrant Layout Multiple Lot eralslllydrants
Single Lateral/Hydrant Excessively spaced Sprinklersll-lydrants
B. Read the irrigated area per sprinklerltravel pull for the given wetted diameter from the appropriate labale
and colunul based fill pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler From 'fable Colunur
Acres per Exterior sprinkler from Table Column
Traveler: .Interior Hydrant (travel lane)
(a) Acres start end of pull from 'fable-olunui
(b) Acres middle portion of pull
(full Length [feet] X Wetted Widllr . [feet)) 143,560
(c) Acres slop end of pull from 'fable CUlullrll
Tolnl acres for Interior Trull (Sure: it + b + c)
Traveler: Exterior Hydrant (travel lane)
70 (a) Acres start end of pull from 'fable Ec L0 Column_
(b) Acres middle portion of pull
(full Lenglh� [feet) X Wettcd Width2l/.3 [fecij)143,560
(c) Acres stop end of pull from "fable Column
�?. 33 Total acres for Exterior pull (Suer: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or full X It Sprinklers or fulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Spi49ders or fulls — Aches
�.533 Total Wettable Acre for field (Suw: 9a + 9b)
Wettable Acrc Computational Worksheet Completed by: r9N ! R ; �� Y _, Date:

I . Farnn Number (Identification) Field Number (Identifica(ion)
2. Irrigation System Designation Existing Irrigation System
New / Expanded Irrigation System
s. Type of irrigation System
4. Number of Stationary Sprinklers
Number of Travel Lanes
^� 1
Stationary SprinklerfGyK
Ilard-Ilose Traveler
Center Pivot
Linear-ntove System
0 Interior sprinklers
# Exterior sprinklers
4 Interior Lanes ��
# Exterior Lanes
5. Wetted Diameter 3 v 0 [feet] From field data sheet ,2 .2 J�-- Length of pull [feet]
G. Spacing Lateral / Hydrant Spacing [feet] J-3 Jas percentage of wetted diamcterl
Sprinkler spacing along lateral [feet] [as percentage of wetted dimuctcr)
7. Sprinkler or Hydrant Layout Multiple LateraMiydrants
Single Laterafflydrant Excessively spaced Sprinklers/llydranls
8. head the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and colwmf based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Colunut
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from 'fable _ Colunur
(b) Acres middle portion of pull
(full Length tfeel] X Wetted Width. [feet]) 143,560
(c) Acres stop end of pull from 'fable Colui»n
Total acres for Interior bull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
.2 Q (a) Acres start end of pull from TnbleE r &o Column /7
t 7� • `7� , 6 3 0 (b) Acres middle portion of pull
(Pull Lengtli1�'[feet] X Welled Widtl:/Z�[Ceet]}143,5GU
(c) Acres stop end of pull from Table Culwul►
. 9/4 Total acres for Exterior pull (Sunr: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for (lie field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls — Acres
910 Total Wettable Acre for field (Sum: 9a + 9b)
Vettabie Acre Computational Worksheet Completed by: V jA-- Fe; % �c`�_ Date:

Waste Utilization Plan
Producer: Randall N. Barefoot
Name of Farm: R & d Farms 13-16
Location: P.O. Box 589
Clinton, NC 28329
Phone: [phone]
Type of Operation: Feeder - Finish
Number of Animal: 2880
Storage Structure: Anaerobic Lagoon
Method of Application: Irrigation
Amount of waste produced per year:
Amount of plant available N (PAN) produced/year:
County: Sampson
iL con
INN-FA*-ffF rI gff4ft
5472 ton/year
6624 lbs./year
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface water and/or groundwater. The plant nutrients in the animal waste
should be used to reduce the amount of commercial fertilizer required for the crops in the
fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in the implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally
safe manner.
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall not be applied to land eroding at more than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are
established.
4. Do not apply waste on saturated soils , when it is raining, or when the surface is
frozen. Either of these conditions may in runoff to the surface waters which is not
allowed under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor problems.
6. To maximize the value of the nutrients for crops production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied not more than 30 days
prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will
conserve nutrients and reduce odor problems.
This plan is based on the waste application method shown above. If you choose to change methods
in the future, you need to revise this plan. Nutrient levels for different applications methods are
not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. In some cases you may want to have plant analysis made, which
could allow additional waste to be applied. Provisions shall be made for the area receiving
waste to be flexible so as to accommodate changing waste analysis content and the crop type.
Lime must be applied to maintain pH in the optimum range for specific crop production. This
waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
RECENED I DENR 1 DWO
A0UIFKR PRr)TFr'71,r1N gP710N
MAY 2 0 2009

R & J Farms 13-16
Page 2
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract No.
Field No.
Soil Type
Crop
Code
Yield/AC
Lbs. N
unit
Acres
Lbs N
Used
Month to
Apply
Lbs. N
Per Ac.
13-16
1A
NoA
BP
4.6
50
1.324
305
Mar -Oct
230
13-16
-1A
NoA
SG
1
50
1.324
fib
Oct -Mar
50
13-16
1 B
GoA
BP
4.9
50
1.26
309
Mar -Oct
245
13-16
-•113
GoA
SG
1
50
1 1.26
63
Oct -Mar
50
13-16
2A
NoA
BP
4.6
50
3.50
805
Mar -Oct
230
13-16
--2A
NoA
SG
1
50
3.5
175
Oct -Mar
50
13-16
2B
NoA
BP
4.6
50
4.214
969
Mar -Oct
230
13-16
--213
NoA
SG
1
50
4.2141
211
Oct -Mar
50
13-16
4A
GoA
Millet
5.5
38
2.208
461
Marl 5-Aug
209
13-16
--4A
GoA
WA
1
100
2.208
221
Sept -Apr
100
13-16
413
NoB
Millet
5.5
38
5.363
1121
Marl 5-Aug
209
13-16
--413
NoB
WA
1
100
5.363
536
Sept -Apr
100
13-16
5A
GoA
Millet
5.5
38
1.764
3691
Mar15-Aug
209
13-16
-5A
GoA
WA
1
100
1.764
176
Sept -Apr
100
13-16
5B
NoB
Millet
5.5
38
3.738
781
Mar15-Aug
209
13-16
-513
NoB
WA
1
100
3.738
374
Sept -Apr
100
13-16
6A
GoA
Millet
5.5
38
1.902
398
Mar15-Aug
209
13-16
-6A
GoA
WA
1
100
1.902
190
Sept -Apr
100
13-16
6B
NoB
Millet
5.5
38
1 3.224
674
Mar15-Aug
209'
13-16
-613
NoB
WA
1
100
3.224
322
Sept -Apr
100
13-16
13A
Ra
Millet
3.8
36
2.01
275
Mar16-Aug
137
13-16
-13A
Ra
WA
1
100
2.01
201
Sept -Apr
100
13-16
13B
Ra
Millet
3.8
36
3.133
429
Mar15-Aug
137
13-16
-13B
Ra
WA
1
100
3.133
313
Sept -Apr
100
13-16
14A
Ra
Millet
3.8
36
1.329
182
Mar15-Aug
137
13-16
-14A
Ra
WA
1
100
1.329
133
Sept -Apr
100
13-16
14B
Ra
Millet
1 3.8
36
3.489
4781
Marls -Aug
137
13-16
--14B
I Ra
WA
I 1
100
3.489
3491
Sept -Apr
100
Total 38.458 10887 lbs.
Available Nitrogen 6624 lbs.
Surplus or deficit -4263 lbs.
Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply
the waste in a timely manner.
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.

R & J Farms 13-16
Page 3
In interpianted fields (i.e. small grain, etc. interseeded in bermudagrass), forage must be removed through
grazing, hay and for silage. Where grazing, plants should be grazed when they reach a height of six to nine
inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain
etc. is to be removed for hay or silage, care should be exercised not to let small grain to reach materity,
especially late in the season ( i.e. April or May) Shading may result if small grain gets too high and this will
definitely interfere with the stand of bermudagrass. This loss of stand will result in reduced yields and less
nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal
situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage
two to three times during the season, depending on the time small grain is planted in the fall.
The ideal time to interplant small grain, etc. is late September or early October . Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a height of about two inches before drilling for best
results.
Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning
may occur in livestock. Sampling forage or hay for nitrate levels is recommended.
Acres shown in the tables are considered to be the usable acres excluding required buffers, filters strips along
ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to
equipment limitations. Actual total acres in the field listed may, and most likely will be, more than the acres
shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates.
The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients
or other elements. Your production facility will produce approximately 1037 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 5184 lbs. of PAN to utilize. Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 17
acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need 41
acres of land. Please be aware that these are only estmates of the PAN and the land needed. Actual
requirements could vary by 25% depending on the sludge waste analysis, soil types, realistic yields, and
application methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that
runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water
droplet size, and organic solids. The application amount should not exceed the available water holding capacity
of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of
the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and
irrigation designer to ensure that an irrigation system is installed to properly irrrigate the acres shown in tables.
Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan
invalid.

R & J Farms 13-16
Page 4
The following table is provided as a guide for establishing application rates and amounts.
Tract No.
Field No.
Soil Type
Crop
Code
Applic.
Rate(inlhr)
Applic.
Amount
13-16
1A
NoA
Millet
0.5
1
13-16
--1A
NoA
WA
0.5
1
13-16
1 B
GoA
Millet
0.5
1
13-16
-1 B
GoA
WA
0.5
1
13-16
2A
NoA
Millet
0.5
1
13-16
-2A
NoA
WA
0.5
1
13-16
2B
NoA
Millet
0.5
1
13-16
-213
NoA
WA
0.5
1
13-16
4A
GoA
Millet
0.5
1
13-16
-4A
GoA
WA
0.5
1
13-16
4B
NoB
Millet
0.5
1
13-16
--413
NoB
WA
0.5
1
13-16
5A
GoA
Millet
0.5
1
13-16
--5A
GoA
WA
0.5
1
13-16
5B
NoB
Millet
0.5
1
13-16
--513
NoB
WA
0.5
1
13-16
6A
GoA
Millet
0.5
1
13-16
-6A
GoA
WA
0.5
1
13-16
6B
NoB
Millet
0.5
1
13-16
--613
NoB
WA
0.5
1
13-16
13A
Ra
Millet
0.5
1
13-16
--13A
Ra
WA
0.5
1
13-16
13B
Ra
Millet
0.5
1
13-16
-13B
Ra
WA
0.5
1
13-16
14A
Ra
Millet
0.5
1
13-16
-14A
Ra
WA
0.5
1
13-16
14B
Ra
Millet
0.5
1
13-16
--14B
Ra
WA
0.5
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 of the
nitrogen limitations. The maximum application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the
average of once every 6 months. In no instances should the volume of the waste be stored in your structure
be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour
storm.
It is the responsibility of the producer and the waste applicator to ensure that the spreader equipment is operate
properly to apply the correct rates shown in the tables. Failure to apply the recommended rates and amounts of
nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you have receive the waste analysis report for assistance in determining the
amount of waste per acre and the proper application rate prior to appling the waste.

R & J Farms 13-16 Page 5
NARRATIVE OF OPERATION
Plan rewritten due to change of ownership and cropping system
WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2. There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply waste. If the producer
does not own adequate land to properly dispose of waste , he/she shall provide a copy of
an agreement with a landowner who is within a reasonable proximity, allowing him/her the
use of the land for waste application. It is the responsibility of the owner of the facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
standard 393 - Filter Strip).
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland,
the waste may be broadcast provided the application does not occur during a season
prone to flooding. (See "Weather and Climate in North Carolina" for guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate that runoff
does not occur offsite or to the surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor or flies.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.

R & J Farms 13-16
Page 6
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potentual for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residenrial property boundary
and from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned
by he landowner.
14. Waste shall be applied in a manner not to reach other property and public right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "technical specialist".
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses, and on other grassed waterways, waste shall be applied at agronomic rates in a
manner that causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
17. A protective cover of appropriate vegtation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced as necessary to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidences of
erosion, leakage or discharge.
18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illigal discharge, pollution and erosion.
19. Waste handling structures, piping pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetation and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption it should only be applied pre -plant with no further applications of animal waste
during the crop season.

1
R & J Farms 13-16 Page 7
21. Highly visible markers shall be installed to mark the top and the bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five (5) years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for ali other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina regulations.
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: R & J Farms 13-16
Owner/Manager Agreement Randall N. Barefoot
(we) understand and will follow and implement the specifications and the operation and maintenance proce-
dures established in the approved animal waste utilization plan for the farm named above. I (we) know that any
expansion to the existing design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the North Carolina Division of Water Quality
before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste
from this system to the surface waters of the state from a storm event less severe than the 25-year, 24 hour
storm.The approved plan will be filed on -site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Randall N. Barefoot
Signature:
Name of Manager (If different from owner)
Signature:
Name of Person Preparing Plan: James L. Lamb
Affiliation: Prestage Farms, Inc. Phone: [phone]
Address: P.O. Box 438
Clinton, NC 28329
Signature: ram: �,, t` . �•'t'i -
Date: __V2 $
Date:
Date: 1( -,2 Y - 0

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Michael R Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
July 1, 2007
Jay Pope
hl P A -
Pope Bros Farms Inc 10-13 ��., L ] ;t,, ]
5450 Garland Hwy
Clinton, NC 28328-5450
L. . . . - - --
Subject: Certificate of Coverage No. AWS820211
Pope Bros Farms Inc 10-13
Animal Waste Management System
Sampson County
Dear Jay Pope:
In accordance with your application received on 17-Jan-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Jay Pope, authorizing the operation of the subject animal waste
management system in accordance with General Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Pope Bros Farms Inc 10-13, located in Sampson County, with an animal capacity
of no greater than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 2880 Boar/Stud: 0
Wean to Feeder: 0 Farrow to Wean: 0 Gilts: 0
Farrow to Finish: 0 Farrow to Feeder: 0
If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows.
Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows
may be replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009 and replaces the NPDES
COC issued to this facility with an expiration date of July 1, 2007. You are required to continue
conducting annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension
in Condition M.19 does not apply.
Pursuant to this COC, you are authorized and required to operate the system in conformity with the
conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An
adequate system for collecting and maintaining the required monitoring data and operational information
must be established for this facility. Any increase in waste production greater than the certified design
capacity or increase in number of animals authorized by this COC (as provided above) will require a
modification to the CAWMP and this COC and must be completed prior to actual increase in either
wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is
a package containing the new and revised forms used for record keeping and reporting. Please pa
careful attention to the record keeping and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwaterquality.ors Location: 2726 Capital Boulevard
An Equal Opportunity/Affirmative Action Employer— 50% Recyded110% Post Consumer Paper
NorthCarolina
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization PIan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 02T .0111(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed to NRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection staff may be reached at 910-433-3300. If you need additional information concerning
this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-
3221.
Sincerely,
for Coleen H. Sullins
Enclosures (General Permit AWG100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AWS820211

oto� W R r�RQ. LU� -I _-i
01q=!3'Y
December 1, 2006
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Jay Pope
Pope Bros Farms Inc 10-13
5450 Garland Hwy
Clinton, NC 283285450
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Subject: Application for Renewal of Coverage for Expiring NPDES General Permit
Dear Permittee:
0
DEC 06 MW
Alan W. Klimek, P.E. Director
Division of Water Quality
Your facility is currently approved for operation under one of the Animal Waste Operation NPDES General Permits, which expire on
July 1, 2007. Due to changes in federal rules, facilities that do not discharge nor propose to discharge may choose whether or not to
retain coverage under an NPDES General Permit. Copies of the draft animal waste operation NPDES general permits and the State
Non -Discharge General Permits are available at ho://h2o.enr.state.nc.us/ans/afou/downloads.htm or by writing or calling:
NCDENR — DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under one of these two types of general permits, you must submit an application for permit
coverage to the Division. Enclosedyouwill find a `Request for Certificate of Coverage Facility Currently Covered by an Expiring
NPDES General Permit.' The apl2lication form must be completed and returned by Janus 2 2007. Please noteyou 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 ofNCGS 143-215.1 and could
result in assessments of civil penalties of up to S25,000 per day.
If you have any questions about the draft general permits, the enclosed application, or any related matter please feel free to contact the
Animal Feeding Operations Unit staff at 919-733-3221.
Sincerely,
Ted L. Bush, Jr., Chief
Aquifer Protection Section
Enclosures
cc (w/o enclosures): Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files - 820211
Carroll's Foods Inc
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwatergualLn.org Location: 2728 Capital Boulevard
An Equal Opportunity/Affirmative Action Employer— 50°% Recyded110% Post Consumer Paper
Raleigh, NC 27699-1636 'Telephone:
Raleigh, NC 27604 Fax 1:
Fax 2:
Customer Service:
N�orthCarolina
(919),Nalural&
[phone]
[phone]
[phone]

�5 North Carolina Cooperative Extension Service
Collerp of Agriculture and Ufa Sciences
Farm Name: Pope Bros. Farm, Inc. (10-13)DDF-C
Facility No: 82-211 (Farm Owner: Pope Bros. Farm, Inc.
(Technical Specialist: Danny Bailey
!Subject: Wettable Acre/WUP Revision
Te . Spe ialist Si Lure
7yj.. / -- 0 2___
Date
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 A&T State University, U.S Department of Agriculture, and local governments cooperating.

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r
North Carolina Cooperative Extension Service
College of Agriculture and Life Sciences
kRN 1 3 2004
Farm Name: Pope Bros. Farm, Inc. (10-13)
Facility No.: 82-211
Subject: Correction to Wettable Acre/WUP
Tech. Spec.: Danny Bailey
Find the following:
(1) New map
(2) Fields coded 5B, 6B and 14B have acres changed due to concrete plant and well
buffer.
(3) Sheets showing acre calculation for fields coded 5B, 6B and 14B.
(4) Revised WUP due to acre changes.
' Owner Signature Te . Spec. Signaude
t�
0 !7C l •'1 ^� � — v
Date Date
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 A&T State University U.S. Department of Agriculture, and local governments cooperating.

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North Carolina Cooperative Extension Service
College of AgricalWre and We Sciences
arm Name: Pope Bros. Farm, Inc. (10-13)
acility No: 82-211
arm Owner: Pope Bros. Farm, Inc.
echnical Specialist: Danny Bailey
ubject: Wettable Acre/WUP Revision
caner Signatute Tech. Specj&2isE Signor re
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Date
Date
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 A&i State University, U.S. Department of Agriculture, and local governments cooperating.

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State of North Carolina
Department of Environment and Natural Resources__ ` }
Division of Water Quality = -
Non -Discharge Permit Application Form
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL) %. 'J IJ i 3
General Permit - Existing Liquid Animal Waste Operations
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections which are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
GENERAL INFORMATION:
1-1 Facility Name: Pape Bros Farms Inc 10-13
1.2 Print Land Owner's name: Jay & Joe Pope
1.3 Mailing address: 5450 Garland Hwy
City, State: Clinton NC _ _ _ _ _ Zip: 28328
Telephone Number (include area code): 910-592-5854 or 3011
1.4 County where facility is located: Sampson _
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a
copy of a county road map with the location of the farm identified): 701 Business south from Clinton to Hwy. 24 east. Go
past the intersection of Matthis Rd (SR 1918) and Hwy. 24 approx..6 mi. Operation located on left. Pope Bros. Farm 10-
13.
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): Carroll's Foods Inc
1.8 Date Facility Originally Began Operation: 06/01/92
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: $ -- (county number); 21 1 (facility number).
2.2 Operation Description: Swine operation
Wider to Finish
28W Certified Design Capacity
is the above information correct? F/I yes; F7no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum number for which the waste management structures were designed.
Type of Swine No. of Animals
Wean to Feeder
Feeder to Finish
Farrow to Wean (# sow)
Farrow to Feeder (# sow)
Farrow to Finish (# sow)
Other Type of Livestock on the farm:
Type of Poultry No. of Animals
Layer
Non -Layer
Turkey
FORM: AWO-G-E 5128/98 Page 1 of 4 82 - 211
Tie of Cattle No. of Animals
Dairy
Beef
No. of Animals:

JUL 2 0 U
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 59.63 ; Required Acreage (as listed in the AWMP): 48.1 - -
2.4 Number of lagoons/ storage ponds (circle which is applicable). 1�
2.5 Are subsurface drains present within 100' of any of the application fields? YES or(a (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or©O (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
( !L or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited?
What was the date that this facility's land application areas were sited?
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
AARplicants initials
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). if the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit
application for animal waste operations.
The CAWMP must include the following components:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
--- 3.3.11 Emergency Action Plan-
—3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
FORM: AWO-G-E 5/28/98 Page 2 of 4 92 - 211

Facility Number: 82 - 211
Facility Name: Pope Bros Farms Inc 10-13
4. r*PPLICANT'S JF+R'1%RCATION:
I,
this apple ion for
has been reviewed
application are not
packaaCWl be ret
Signature
u �9
9
3
E
1 (Land Owner's name listed in question 1.2), attest that
3 (Facility name listed in question l.l)
me aft is accurate and cdmplete to the -best of my knowledge. I understand that if all required parts of this
nplete and that if all required supporting information and attachments are not included, this application
ed to me com e. j Q
�) - ADD - — Date 1
5. MANAGER'S CERTIFICATION (complcte only if different from the Land Owner)
I, (Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned as incomplete.
Signature Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98 Page 3 of 4 82 - 211

-__
EMERGENCY ACTION PLAN' 2 61993
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) - $ - 1541
EMERGENCY MANAGEMNET SERVICES (EMS) 1
SOIL AND WATER CONSERVATION DISTRICT (SWCD) �o _ _ -�gLP3
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 9tio_ 3
COOPERATIVE EXTERSION SERVICE (CES) ` to-S9a-`)ILpi
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks -possible action:
a. Dig a small sump or ditch from the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by b{uroaAxing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
L. ..�r..r. _r C%�^r% ne rtrrriil�n

RA
3.
4.
5.
14
Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken; and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
Contact the contractor of your choice to begin repair or problem to minimize off -
site damage.
a.
b.
C.
Contractors Name:
Contractors Address:
Contractors Phone:
Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: �. W A1zo� 2.r
b. Phone:
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids ( I Rush system is designed and operated
sufficiently to remove accumulated
soilds from gutters as designed.
() Remove bridging of accumulated solids at
discharge
Lagoons and Pit@ Crusted Solids CA Maintain lagoons, settling basins and
pits where pest brooding is apparent to
nr"rrize the crusting of solids to a depth
of no more then " inches over more than
30% of surface.
Excessive Vegetative Decaying vegetation Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
Feeders
Feed Spillage
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
(1) Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
[ ) Clean up spillage on a routine basis (e.g. 7-1 O day
interval during summer; 15-30 day interval during winter).
If Feed Storage Accumulations of feed residues 0 Reduce moisture accumulation within and around
Animal Holding Areas
Accumulations of animal wastes
and food wastage
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
(Inspect for and remove or break up accumulated
golids in filter strips around feed storage as needed.
(4 Eliminate low area that trap moisture along fences
and other locations where waste accumulates and
(end disturbance by animals is minimal.
Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(Le. inspect for and remove or break up accumulated
solids as needed).
AM1C--November 11, 1996

Dry Manure Handling Aocurnutations of animal wastes (J Remove spillage on a routine basis (e.g. 7-10 day
Systems interval during summer; 15-30 days interval during
winter} where manure is loaded for lend application
or disposal.
I J Provide for adequate drainage around manure stockpiles.
f l Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Caroline State University, Raleigh, NC
27695-7613.
AMIC--November 11, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Famistead Swine production (j�lepettiv. es or wooded buffers;
(f, Recommended best management
rectices:
Good judgment and common sense
Animal body surfaces Dirty manure -covered animals (&y floors
Floor surfaces Wet manure -covered floors y Slotted floors;
V Waterers located over slotted floors;
( 1 Feeders at high and of solid floor*.-
) Scrape manure buildup from floor@;
( 1 Jdndarfloor ventilation for drying.
Manure collection pits Urine Frequent manure removal by flush,pit
recharge,orscrops
Parital micorbial decomposition () Underfloor ventilation
Ventilation exhaust fens Volatile gases; an maintenance;
Dust i/l Efficient air movement
indoor surfaces Dust L^ashdown between groups of animals
( ) Feed additives;
Y( ),Feeder covers;
Feed delivery downspout extenders to
feeder covers
Flush tanks Agitation of recycled lagoon ( ) Flush tank covers
liquid whites tanks are filling f ) Extend fill lines to near bottom of
tanks with anti -siphon vents
Flush alleys Agitation during wastewater ( ) Underfloor flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon (;?_Extend rachard Dines to near bottom of
liquid while pits are filling pits with anti -siphon vents
Lift stations Agitation during sump tank filling [) Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater i7Extend discharge point of pipes
ynderneath lagoon liquid level
Lagoon surfaces Volatile gas emissions (4 raper lagoon liquid capacity
Biological mixing (�► Correct lagoon startup procedures
Agitation ( 1 Minimum surface area -to -volume ratio
O Minimum agitation when pumping
O Mechanical aeration
( ),Proven biological additives
irrigation sprinkler nozzles High pressure agitation 66 Ir igate on dry days with little or no wind
Wind draft inimum recommended operation pressure
Pump intake near lagoon liquid surface
( ) Pump from second -stage lagoon
AMOC--November 11, 1996

Storage tank or basin Partial microbial decomposition { Bottom or midlevel loading
surface Mixing while filling 1 } Tank covers
Agitation when emptying I ) Basin surface mats of solids
1 ) Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition I } Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying { } Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading I ( Soil infection of slurry/sludges
spreader outlets Volatile gas emissions I l Wash residual manure from spreader after use
1 ) Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying I } Soil infection of slurryisludges
or sludge on field surfaces 1 } Sod incorporation within 48 hours
{ i Spread in thin uniform layers for rapid drying
I I Proven biological additives or oxidants
Dead animals Carcass decomposition 4} Proper disposition of carcasses
Dead animal disposal Carcass decomposition Vproper
omplate covering of carcasses in burial pits
pits locationloonetruction of disposal pits
Incinerators Incomplete combustion () Secondary stock burners
Standing water around Improper drainage Grade and landscape such that water drains
facilities Microbial decomposition of away from facifdes
organic matter
Manure tracked onto public Poorly maintained access roads { I Farm access road maintenance
roads from fart access
Additional Information: Avai(abfa From:
Swine Manure Management; 0200 RuleBMP Packet
NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
NCSU-SAE
Swine Production Facility Manure Management: Pit Recharge --Lagoon Treatment; EBAE 128-88
NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse—Lagoon Treatment; EBAE 129-88
NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU-Swine Extension
Environmental Assuranc Program; NPPC Manual
NC Pork Produces Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PROI07, 1995 Conference Proceedings
Florida Cooperative Extension
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
i certify the aforementioned odor control Best Managment Practices have been reviewed with me.
(Landowner Signature)
A MOC—November 1 1 , 1996

MORTALITY MANAGEMENT METHODS
{check which method(s) are being implementedy
{ 1 Burial three feet beneath the surface of the ground within 24 hours
after knowledge of the death. The burial be at least 300 feet from
any flowing steam or public body of water.
{vf Rendering at a rendering plant licensed under G. S. 106-168.7
( ) Complete incineration
( 1 In the case of dead poultry only, placing in a disposal pit of a size and
design approved by the Department of Agriculture.
Any method which in the professional opinion of the State i
Veterinarian would make possible the salvage of part of a dead
animal's value without endangering human or animal health. (Written
approval of the State Veterinarian must be attached)

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated.scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction
of pull. Set out collection containers 25 feet apart along the transect on both
sides of the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 34 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
'Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual

OPERATION & MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods.
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for bermudagrass) or when there are
extended rainy sells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. In the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starring to
irrigate does not leave room for storing excess water during extended wet periods.
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes ---look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

Lagoon surface ---look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment ---look for:
1. settlement, cracking, or "jug" holes
2. side slope stability ---slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and -
construction of waste lagoons. You may need to provide a temporary fix if there is a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps --heck for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a Iarge amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTE. Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
I. adequate vegetation
2. diversion capacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then '
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
I. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pi extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

proper lagoon sizing,
mechanical solids separation of flushed waste,
gravity settling of flushed waste solids in an appropriately designed basin, or
minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal techniques:
Hire a custom applicator.
Mix the sludge and lagoon liquid with a chopper -agitator impeller
pump through large -bore sprinkler irrigation system onto nearby cropland;
and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; mix remaining sludge; pump into liquid sludge applicator; haul
and spread onto cropland or forageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageIand; dredge sludge from lagoon with dragline or sludge barge; berm
an area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to dewater; haul and spread with manure spreader
onto cropland or forageland; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag-Iine operator will ensure that the lagoon liner remains
intact. If you see soil material or the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the sludge can be
removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus
and metal levels, as indicated by a soil test, and incorporated to reduce the chance of
erosion. Note that if the sludge is applied to fields with very high soil -test phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your Iagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

Passible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure ---an example is the placement of a pipe
in the dam without proper design and construction. (Consult an expert in
lagoon design before placing any pipes in dams.)
Lagoon liquid levels ---high levels are a safety risk.
Failure to inspect and maintain the dam.
Excess surface water flowing into the lagoon.
Liner integrity ---protect from inlet pipe scouring, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundwater
table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge
of wastewater and possible dam failure.

ANIMAL WASTE UTILIZATION PLAN
Producer: JAY & JOE POPE No%kses
Location: P.O. BOX 2020
CLINTON NC 28328
Telephone: [phone]
Type Operation: Existing Feeder to Finish Swine
Number of Animals: 2880.00 hogs
(Design Capacity)
STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon
APPLICATION METHOD: Irrigation
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops
in the fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil
tests are strongly encouraged so that all plant nutrients can be
balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply
more -nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
available water holding capacities_
3. Normally waste shall be applied to land eroding at less than
5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but less than
10 tons per acre per year providing that adequate filter
strips are established.
4. Do not apply waste on saturated soils, when it is raining,
or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed
under DWQ regulations.
Page: 1

ANIMAL WASTE UTILIZATION PLAN
5. Wind conditions should also be considered to avoid drift and
downwind odor problems.
6. To maximize the value of the nutrients for crop production
and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied not more than 30
days prior to planting a crop or forages breaking dormancy.
Injecting the waste or disking will conserve nutrients and
reduce odor problems.
This plan is based on the waste application method shown above. If
you choose to change methods in the future, you need to revise this
plan. Nutrient levels for different application methods are not the
same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage
requirements should be based on the waste analysis report from your
waste management facility. In some cases you may want to have plant
analysis made, which could allow additional waste to be applied.
Provisions shall be made for the area receiving waste to be flexible
so as to accommodate changing waste analysis content and crop type.
Lime must be applied to maintain pH in the optimum range for specific
crop production.
This waste utilization plan, if carried out, meets the -requirements
for compliance with 15A NCAC 2H .0217 adopted by the Environmental
Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
2880 hogs x 1.9 tons waste/hogs/year = 5472 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
2880 hogs x 2.3-lbs PAN/hogs/year = 6624 lbs. PAN/year
Applying the above amount of waste is a big job. You should plan time
and have appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface application.
Page: 2

ANIMAL WASTE UTILIZATION PLAN
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
6117
1
GoA
C/SB
125.0
136.25
0
1.75
238.437
I
MAR-JUN
6117
1
�G
75
I
I
I
�l
1100
10
11.
SEP-MAY
6117
1
SBDC
0
jGoA
I
135.0
1140
11.75
1245
JUN-AUG
6117
2
BP
4.6
230
0
INOA
ii
I
I
14.23
1.972.9
MAR-OCT
6117
SG
1
0
1-2
1
I
150
14.23
1211.5
SEP-MAY
6117
4
BP
4.6
0
2.3
INOA
li
I
1230
1529
MAR-OCT
6117
SG
1
0
1-4
1
I
150
12.3
111-5
SEP-MAY
6117
5
BP
4.9
0
jGcA
I
1245
15.50
11347.5
MAR-OCT
6117
'S
SG
1
Q
li
150
[5.50
1275
SEP-MAY
4714
1
NOB
CO
650
0
I
178
14.7
1366.6
APR-AUG
4714
1
NOB
C
100
0
I
I
�125
[4.7
1587.S
MAR-JUN
4714
1
SB
35.0
0
INoB
I
�140
14.7
1658
APR-AUG
6835
lq
Ra
C/SB
110
0
I
1117.7
115
11765.5
MAR-JUN
6835
'1A
SG
1
i00
0
15
1500
ISEP-MAY
I
I��i
Page: 3

ANIMAL WASTE UTILIZATION PLAN
6835 1 1 A I Ra
fa
SBDC 133.0 1132 10
I
15 I1980
JUN-AUG
TOTAL110966.9
- Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. In the future, regulations may
require farmers in some parts of North Carolina to have a
nutrient management plan that addresses all nutrients. This plan
only addresses nitrogen.
Page: 4

ANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land.
See required specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LES
COMM N
**
* LES
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
END
TOTAL 10
Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
In interplanted fields (i.e_ small grain, etc, interseeded
in bermudagrass), forage must be removed through grazing,
hay and/or silage. Where grazing, plants should be grazed
when they reach a height of six to nine inches. Cattle
should be removed when plants are grazed to a height of four
inches. In fields where small grain, etc, is to be removed
for hay or silage, care should be exercised not to let small
grain to reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too
high and this will definitely interfere with stand of
bermudagrass. This loss of stand will result in reduced
yields and less nitrogen being utilized. Rather than
cutting small grain for hay or silage just before heading as
is the normal situation, you are encouraged to cut the small
grain earlier. You may want to consider harvesting hay or
silage two to three times during the season, depending on
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late
September or early October. Drilling is recommended over
broadcasting_ Permudagrass should be grazed or mowed to a
height of about two inches before drilling for best results.
Page: 5

ANIMAL WASTE UTILIZATION PLAN
** Acreage f igures may exceed total acreage in fields due to
overseeding.
* lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
CROP CODE
CROP
UNITS
PER UNIT
BP
HYBRID BERMUDAGRASS-PASTURE
TONS
50
C
CORN
BUSHELS
1.25
C/SB
CORN AFTER SOYBEANS
BUSHELS
1.07
CO
COTTON
POUNDS
0.12
SB
SOYBEANS
BUSHELS
4
SBDC
SOYBEANS DC 1}
CG " c[
BUSHELS
4
SG
5G
SMALL GRAIN OVERSEEDED
%% %% (AC, 2eciw� Ca s
AC
R�
100
50
TABLE 1
TABLE 2
TOTAL
TOTALS FROM TABLES 1 AND 2
ACRES
LBS AW N USED
59.63
10966.93
0
0
59.63
10966.93
* BALANCE
-4342.9375
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Page: 6

ANIMAL WASTE UTILIZATION PLAN
*** This number must be less than or equal to 0 in order to fully
utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than the
acres shown in the tables.
See attached map showing the fields to be used for the utilization of
animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will,be nutrient
rich and will require precautionary measures to prevent over application
of nutrients or other elements. Your production facility will produce
approximately 1065.6 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 5328
pounds of PAN to utilize. Assuming you apply this PAN to hybrid
bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you
will need 17.76 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 42.624 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 2501 depending on your
sludge waste analysis, soil types, realistic yields, and application
methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the
soil at the time of irrigation such that runoff or ponding occurs. This
rate is limited by initial soil moisture content, soil structure, soil
texture, water droplet size, and organic solids. The application amount
should not exceed the available water holding capacity of the soil at the
time of irrigation nor should the plant available nitrogen applied exceed
the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan,
it is the responsibility of the producer and irrigation designer to ensure
that an irrigation system is installed to properly irrigate the acres
shown in Tables 1 and 2. Failure to apply the recommended rates and
Page: 7

ANIMAL WASTE UTILIZATION PLAN
amounts of nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application
rates and amounts.
Tract
Field
Soil Type
Crop
Application Rate
(in/hr)
Applic. Amount
(inches)
4714
1
NoB
C
0.40
*2.35
4714
1
NoB
Co
0.40
*2.15
4714
1
NoB
SB
0.40
*1.70
6117
1
GoA
C/SB
0.40
*2.35
6117
1
GoA
SBDC
0.40
*1.70
6117
2
NoA
BP
0.50
*1.30
6117
4
NoA
BP
0.50
*1.30
6117
5
GoA
BP
0.50
*1.30
6117
_1
SG
6117
-2
SG
6117
;4
SG
6117
`5
SG
6835
1A
Ra
C/SB
0.35
*2.35
6835
1A
Ra
SBDC
0.35
*1.90
6835
-1 R
SG
* 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.
Page: 8

}
ANIMAL WASTE UTILIZATION PLAN
Your facility is designed for 180.00 days of temporary storage and the
temporary storage must be removed on the average of once every 6.00
months. In no instance should the volume of the waste be stored in
your structure be within the 25 year 24 hour storm storage or one foot
of freeboard except in the event of the 25 year,24 hour storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables 1 and 2. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may
make this plan invalid.
Call your technical specialist after you receive the waste analysis
report for assistance in determining the amount of waste per acre and
the proper application rate prior to applying the waste..
NARRATIVE OF OPERATION
Page: 9

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

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
10. Waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to
take up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential
property boundary and from any perennial stream or river (other
than an irrigation ditch or canal. Animal waste other than
swine waste from facilities sited on or after October 1, 1995),
shall not be applied closer than 25 feet to perennial waters.
(See Standard 393 - Filter Strips).
1.2. Animal waste shall not be applied closer than 100 feet to
wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property
and public right-of-ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges directly into water courses,
and on other grassed waterways, waste shall be applied at
agronomic Yates• in a manner that causes no runoff or drift from
the site.
16. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into the
animal waste management system.
17. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and
other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible.
Berms and structures should be inspected regularly for evidence
of erosion, leakage or discharge.
Page: 11

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
18. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and
implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should
be inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should be kept on
site.
20. Animal waste can be used in a rotation that includes vegetables
and other crops for direct human consumption. However, if
animal waste is used on crops for direct human consumption it
should only be applied preplant with no further applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will
be required to mark the maximum storage volume for waste
storage ponds.
22. Waste shall be tested within 50 days of utilization and soil
shall be tested at least annually at crop sites where waste
products are applied. Nitrogen shall be the rate - determining
element_ Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when these
metals approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be
maintained for five ( 5 ) years.
23. Dead animals will be disposed of in a manner that meets North
Carolina regulations.
Page: 12

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:POPE BROS. HOUSES 10-13
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
North Carolina Division of Water Quality (NCDWQ) before the new
animals are stocked. I (we) also understand that there must be no
discharge of animal waste from this system to surface waters of the
state from a storm event less severe than the 25-year, 24-hour
storm. The approved plan will be filed on -site at the farm office
and at the office of the local Soil and Water Conservation District
and will be available for review by NCDWQ upon request.
Name of Facility Owner: JAY & JOE POPE
(Please print)
Signature: 3 Date: [�
Name of Manager(If different from owner) :
Signature:
Date:
Name of Person Preparing Plan: (please print)Wilson Spencer
Affiliation:NRCS
Address (Agency) :
Phone No.
84 County Complex Rd.
Clinton NC 28328
Signature: Date:
t
Page: 13

9
ANIMAL WASTE UTILIZATION PLAN
STATE OF NORTH CAROLINA
I,
Public of said County, do hereby certify that
a Notary
personally appeared before me this day and acknowledged the due
execution of the foregoing instrument.
WITNESS my hand and official seal this day of
19
My commission expires
(SEAL)
Notary Public.
Page: 15

ANIMAL WASTE UTILIZATION PLAN
Waste Utilization - Third Party Receiver Actreement
I, hereby agree to apply waste
generated by in a manner that meets the
Waste Utilization Standard (633), or use an alternative waste
utilization system that has been accepted in writing by the
Division of Water Quality.
Third Party Receiver:
Date
Term of Agreement: to
(Minimum Ten Years on Cost -Shared Items)
STATE OF NORTH CAROLINA
COUNTY OF
I, a Notary
Public of said County, do hereby certify that
, personally appeared before me this day and acknowledged the due
execution of the foregoing instrument.
WITNESS my hand and official seal this day of
19
My commission expires
(SEAL)
Notary Public.
Page: 16

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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Govemor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
August 14, 1998
Jay & Joe Pope
Pope Bros Farms Inc 10-13
5450 Garland Hwy
Clinton NC 28328
Attn: Jason Pope
I fflom�.'AA
NCDENR
NORTH CAROLINA DE7WT MENT OF
ENVIRONMENT AND WaimAL REsouRGEs
Subject: Application No. AWS820211
Additional Information Request
Pope Bros Farms Inc 10-13
Animal Waste Operation
Sampson County
Dear Jason Pope:
The Non -Discharge Permitting Unit has completed a preliminary engineering review of the subject application. Additional
information is required before we can continue our review. Please address the following by September 13, 1998:
l . Lagoon capacity documentation (design, as -built calculations, etc.). Be sure to include any site
evaluations, wetland determinations, or hazard classifications that may be applicable.
2. The irrigation parameters listed in your Waste Utilization Plan (WUP) exceed current NRCS
recommendations. Irrigation events are to be listed in the WUP as the maximum application allowable for
that soil type from the time the pumps are turned on until the time they are shut off. The application events
lasted in your WUP appear to be out of the Sprinkler Irrigation Guide. The Application Amounts listed in
this guide have not been adjusted for the application of animal waste. NRCS currently recommends that
total application amounts not exceed one inch in any application event for any soil type. If your application
rates need to be adjusted for the application of animal waste, please have your Technical Specialist revise
your WUP to reflect the appropriate application amount per event. If the rates exceed the recommended
one inch, please have your Technical Specialist justify the increased application rate in the narrative of
your WUP.
Please note that all WUP revisions must be signed and dated by both the owner and the technical specialist. Please
reference the subject permit application number when providing the requested information. All information should be
signed, sealed, and submitted in duplicate to my attention at the address below. The information requested by this letter,
must be submitted on or before September 13, 1998 or the Division will return your application as incomplete in accordance
with I5A N.C.A.C. 2H .0200 and your facility will be considered to be operating without a permit.
Please be advised that operation of the subject animal waste management system without a valid permit is a violation of
North Carolina General Statute 143-215.1 and will subject you to the enforcement authority of the Environmental
Management Commission.
If you have any questions regarding this request, please call me at [phone], extension 502.
cerely,
Sue Homewood
Environmental Engineer
Non -Discharge Permitting Unit
cc: Fayetteville Regional Office, Water Quality
Permit File
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

ANIMAL WASTE WLIZATION PLAN
-' le�
pG-�ht�
as s��o
amounts of nitrogen shown in the les/�}a �ake this plan invalid.
The following table is provided as a�'�uide for establishing application
rates and amounts. T�
Tract
Field
Soil Type
Crop
Application Rate
(in/hr)
Applic. Amou
(inches
'
4 714
1
NoB
C
0.40
12---3-5-�•O
4 714
1
NoB
CO
0.40
U2.i-5-
�, O
4714
1
NoB
SB
0.40Y
6117
1
GoA
C/SB
0.40
+2 3 !,
6117
1
GoA
SBDC
0.40
*i 7`0—
6117
2
NcA
BP
0.50
�z
6117
4
NoA
BP
0.50
17`30- D
6117
5
GoA
BP
0. 50
*4—X2 ,
6117
"' 1
SG
6117
-2
SG
6117
`4
SG
6117
-5
SG
6835
1 A
Ra
C/SB
0. 35
D
6835
1 A
Ra
SBDC
0.35
t 749-9-
k6835
1 A
SG
* 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.
Page: 8

nriantntinn: -46.e Z Magnifications 43.4 Inclination! 20.9
46.0
45.0
44.0
43.0
42.0
41.0
Lower Loft
30 Mash Surface
Existing
projects pope brothers 9
Drawings pope brothers 4
Numbers
Locations
Bid Dates
�Engineers
Owners
Estimatorl
Prepared bye using Sitawork
.�,, .1egh Surface

45.00
Plot of all data for the surface!
Existing
Projectl pope brothers g
Drawing! pope brothers 4
Number:
Location!
Bid Hate:
Engineer!
Owner:
Estimator:
Preparad by: using Sltswork

I
'Typl GAL V5i1tiV op A evN V,^45;1
G�Nt'�t�E=M�Nt -Top 1VIt IV. P
I �j
I sr o E '
ar
Piper
wear 6
aLrV.
�ETC'I.E�
PwPfN 4 I b_
I
-t�
�m
lry
IYf
1 <,
n�
y-
t- N
o
z r�
z
0
i

orientations -45.0
50.0
4e.0
46.0
44.0
42.0
40.0
38.0
36.0
Lower Left
Z Magnifications 16.4 Inclination% 20:-�
3D Mash Surface
Balanced
Project: pope brothers 9
Drawing: paps brothers 4
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bys using Sitework
30 Mush Surface

Orientation: 136.0
50.00
48.06
46.00
44.00
42.00
40.0E
3B. Bi
36.01
upper Flight
11 1 Y 'Sf � • it �Si2 ~i:!�!it !%9+SL Si
30 Mesh Surface
Balanced
Project: pope brothers 9
Drawingi pop brothers 4
Number:
Location:
Bid Data%
Bngineert
Ownert
Eatlmatnr:
Inclinatlant BB;,
30 Mesh Surface
Prepared bu: using 9itawork

Fill shrink/swell percent: 20.00 Cut shrink/swell percent: 0.00
Iterating to balancing within 10.0 cubic yards...
delta
Cut
Fill
CUT - FILL
0.00
22154.13
3450.93
18703.20
3.30
14031.26
16013.08
-1981.82
2.99
14754.63
14743.64
10.99
2.99
14750.64
14750.61
0.02
Raise "Proposed" by 2.99 feet.
New surface called "Balanced" has been created.
as=ccaaac=aaacasaacacaca�ca=
Project: pope brothers 9
Drawing: pope brothers 4
Number:
Location:
Bid Date:
Engineer:
owner:
Estimator:
=acacaaa=acacacacXcc�nacac�
Prepared by: using Sitework
coaac=coca=�-aaaocac=cae=cc=

47.99
Plot of all data for the surface!
Balanced
Project: pope brothers 9
Drawing: pope brothers 4
Humbert
Location:
Bid Date:
Engineer:
Owners
Estimmtort
Prepared by: using Sitework

Plot of the contour data for the surface:
Balanced
project! pope brothers 8
DrawinUt pope brothers 4
Humbert
Locations
Bid Date:
Enginasr:
Owner:
Estimator:
Prepared byt using Sitawork

47.99
j Plot of the sloping linos for the surface! E
j Balancud
Projects papa brothers 9
Drawing: pops brothers 4
Number:
Location:
Old Oate:
Englneer:
Owner:
Estimator:
Prepared bU: using 5ltawork

47, 99
in FEB 92 3159 PM

se.88
48.09
46.00
44-00
42.00
49.90
30-08
36-00
34.130
i............................ .-.- f7rd
.......... ................ )�� ....... I ....... ........................................................................... ............................................................ ......... .................. . ..................
Exis tin�
........ ...... ...... ..................... ........... ....................... . ..... .......................... ........... .............................. ................................................................................................................... ............
............
- - - - - - - - - - - - - - - - - - - - - - - Balanced
................................................................. .... ........... - .... .............. .............. ........................................ ........... .... ..
.............. ........................................................................ ......... ....... ...... ............ ...... ......... ................ ............. .............. ... ..........
........................................................ ............. ................... ... ............ ............. ............. ........... .................. ........ ......................................... ................
........... ....... ................................................ ............. ....................... ......... ...... ....... ......... ....... . ........... .. . ............. ........ .......... ...................................... .... .....................
32.00
(494. 16>
(513. Ub, 41U. 50

1
0
z
o
t 1p.4
40
oy
pr 1.
iM
, 0
M .A
A
evec-, �PIIT(451P�

PLAN OF EXCAVATED WASTE STORAGE PIT
ice ✓R, Data:
_minty:
Add e"•
an m pE E.S.10 1
t ; 4-7 9 arse 7M ah.JL
Il.o ♦,1
ow it �
:a�t.�arr� IMC
U"of!
comeal ty: OAi 6-7 7 a
Soil . TYpe: a
iseco,* rip"
momOO
a
abeet
n tw VDL� Mes att:
eility: A-wl
sottoa.
losaal Liguid Ltt l
Stara" for normal treeip,
Mxia 'Liquid Level
:s Tr. Stara star"*
cr..t saw
sm. new papa
ts..tiaasd
Top of Dare
Mar. 36. 9
slew
=ler
M
Ziff
I+}
I♦)
RIOT

54
VOLMM OF & TRAIPZZOID" ?IT
One eqaation I or calculating the volume of a trapezoidal Pit 18 f
VolwRe a At= j (area of toy) + (area of bottom) + (4.,* area
6
of midsection)
Another equation for determining the volume of a trapezoidal
excavated pit with constant side slop*s.is:.
V vdL. + Zd2 Zd w L)
where*
V a total valme- of the pit In' IV-.
V M Vidtk.. of, tba., Pit at_ top :in --feet. Seet.
d a depth -of .. the - pit at top in feat.
L = length of the pit at top in feet.
Z m side slope
fbr 2 to I- use Z A 2
for 2wz to 1 use Z 21n
Dimensions 'seed unst bo.constrqctable. Alv n_s chock_9
dew pits. For correct results the fou
w mast be greater than 2Zd
L must be greater than 2Zd

U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DABS
Landowner_ -Toe _�_T� A—ge County ee"nord►
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam 4-__ Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation Z — 3 — 9Z
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev.:Est. Elevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft. % Ft. Ft.
2 ,
3 .
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach A SUDDEN FAILURE OF STRUCTURE WILL NOT
ENDANGER LIFE OR DAMAGE PUBLIC TRANSPORTATION.
Hazard Classification of Dam (C? b, c) (see NEM-Part 520.21)
'.f 4.
Dam Classification (I, II,(D IV, V)
LX
name
C.
Fe
Concurred By
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date z fl 9z
Da to