310523_HISTORICAL_20171231

2 N
NORTH CAROLINA
Department of Environmental Qual

LV X- *A
A47A
.F4CDENR
Ni Carolina Department of Environment and Natural Resources
Pat McCrory
, Governor
Donnell Kornegay,
Kornegay Farms
320 Scotts Store Road
Mt. Olive, NC 28365
Dear Donnell Komegay:
Donald R. van der Vaart
Secretary
February 12, 2015
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS310523
Komegay Farms
Animal Waste Management System
Duplin County
The Division of Water Resources (Division) received your sludge survey infori-nation on
February 11, 2015. With the survey results, you requested an extension of the sludge survey
requirement for the lagoon at the Kornegay Farms facility. Due to the amount of treatment
volume available, the Division agrees that a sludge survey is� not needed until 2016 for your
lagoon.
The next sludge survey for the lagoon at Komegay Farms facility should be perforlined before
December 31, 2016.
Please call me at [phone] if you have any questions.
Sincerely,
VA- VA'
J.R. Joshi
Animal Feeding Operations Program
Division of Water Resources
cc: Wilmington Regional Office, Water Quality Regional Operations Section
Permit File AWS310523
"'47110EOVEE,
EB 13 2015
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Phone: [phone] Internet: htip://www,ncwater.org
An Equal Opportunity � Affirmative Action Employer — Made in par[ by recycled paper

Type of Visit O'Compliance Inspection 0 Operation Review 0 Structure Evaluation 0 Technical Assistance
Reason for Visit.ArRoutine OComplaint OFollowup OReferral OEmergency 00ther El Denied Access
Date of Visit: Arrival Time: VZ57- bZf) I Departure Time: Coun
— TPFI T�15ATP Owner Email:
I 07r, T Wk MAJU
Owner Name:
Mailing Address;
Physical Address:
Phone:
Facility Contact: Title: Phone No:
Onsite Representative: Integrator: 11A�7
Certified Operator: Operator Certification Number:
Back-up Operator:
Back-up Certification Number:
RegianL/__1r/Zze_;1_
Location of Farm: Latitude: = ' =' = " Longitude: =0=' ="
NiWii
'n
will"
@____
6urrent
ent
esign @U e t
Wine it
o ulation
� P1
P
amit—ronifla 'o
yer =T-
on -Layer
anneit Pnnulation
El Dairy Co - w
Dairy Calf
Dairy Heifer
a o Finish
W a
E: We n
0 12
It it
7an
e I n
0 We
W to
0 to Feeder
F e e d to
El Feeder to F inish
0
a 0
Farrow to Wean
F rr w to
El Layers
El Non -Layers
Pullets
Turkeys
D Dry Cow
El Non -Dairy
El Beef Stocker
E] Beef Feeder
[�Beef Brood Cow
rr w to
0 Farrow to Feeder
0 Fa
r
0 ar ow to
El Farrow to Finish
F04her,
G s
0 1
0 0 rs
Bel
er
Turkey Poults,
Other
Num e f ru
0 r
Other
Discharges & Stream Impacts
1, Is any discharge observed from any part of the operation?
Discharge originated at: D Structure 0 Application Field [I Other
a. Was the conveyance man-made?
b. Did the discharge reach waters of the State? (if yes, notify DWQ)
c. What is the estimated volume that reached waters of the State (gallons)?
d. Does discharge bypass the waste management system? (If yes, notify DWQ)
2. Is there evidence of a past discharge from any part of the operation?
1
3. Were there any adverse impacts or potential adverse impacts to the Waters of the State
other than from a discharge?
El Yes ;3"No [:1 NA El NE
El Yes
El No
El N A
El NE
0 Yes
El No
[:1 NA
El NE
El Yes
[:1 No
[I NA
[:1 NE
El Yes
El NA
El NE
1:1 Yes
��o
No
El NA
[3 NE
Page I of 3 12128104 Continued

Facillt� Number: Date of Inspection
W aste Collection & Treatment
4. Is storage capacity (structural plus storm storage plus heavy rainfall) less than adequate? El Yes XNo 0 NA 0 NE
a. If yes, is waste level into the structural freeboard? [] Yes 0 No El NA El NE
Struct c I Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
Identifier:
Spillway?:
Designed Freeboard (in): Of
Observed Freeboard (in):
5. Are there any immediate threats to the integrity of any of the structures observed? El Yes 0 o [:1 NA [__1 NE
(ie/ large trees, severe erosion, seepage, etc.) U/
6. Are there structures on -site which are not properly addressed and/or managed 0 Yes PNo [:1 NA [:] NE
through a waste management or closure plan?
If any of questions 4-6 were answered yes, and the situation poses an immediate public health or environmental threat, notify DWQ
7. Do any of the structures need maintenance or improvement? 0Yes gNo [:INA ONE
8. Do any of the stuctures lack adequate markers as required by the permit? 0 Yes -,ffNo El NA El NE
(Not applicable to roofed pits, dry stacks and/or wet stacks)
9. Does any part of the waste management system other than the waste structures require 0 Yes KNo 0 NA 0 NE
maintenance or improvement?
Waste Application
10. Are there any required buffers, setbacks, or compliance alternatives that need [--]Yes VNo [:INA C] NE
maintenance/improvement?
11. Is there evidence of incorrect application? If yes, check the appropriate box below. El Yes VfNo [] NA [:] NE
0 Excessive Ponding 0 Hydraulic Overload 0 Frozen Ground 0 Heavy Metals (Cu, Zn, etc.)
OPAN OPAN>10%orl0lbs 0 Total Phosphorus D Failure to Incorporate Manure/Sludge into Bare Soil
0 Outside of Acceptable Crop Window 0 Evidence of Wind Drift 0 Application Outside of Area
12. Crop type(s)
13. Soil type(s)
14. Do the receiving crops differ from those designated in the CAWMP?
0 Yes
)�Mo
[:1 NA
El NE
15. Does the receiving crop and/or land application site need improvement?
El Yes
F7 4o
0 NA
El NE
16. Did the facility fail to secure and/or operate per the irrigation design or wettable acre determination?[] Yes
ZrNo
[] NA
El NE
17. Does the facility lack adequate acreage for land application?
0 Yes
dbm-
El NA
[:1 NE
18. Is there a lack of properly operating waste application equipment?
0 Yes
KNo
0 NA
0 NE
IU
Reviewer/Inspecto r Name Phone:
Reviewer/Inspector Signaturl 11/0� Date: 4��_
Pa--e 2 of 3 121281041 Continued

Facility Number: 31 —:�22J Date of Inspection
L e-ldr,
Required Records & Documents
19. Did the facility fail to have Certificate of Coverage & Permit readily available? El Yes PINo El NA 0 NE
20. Does the facility fail to have all components of the CAWMP readily available? If yes, check D Yes No El NA [:1 NE
the appropirate box. 0 WUP D Checklists E3 Design El Maps El Other 7
21. Does record keeping need improvement? If yes, check the appropriate box below. El Yes 0 No [__1 NA [__1 NE
• Waste Application El Weekly Freeboard El Waste Analysis D Soil Analysis El Waste Transfers C1 Annual Certification
• Rainfall El Stocking El Crop Yield E3 120 Minute Inspections E3 Monthly and V Rain Inspections [3 Weather Code
22.
Did the facility fail to install and maintain a rain gauge?
El Yes P No
[I NA
El NE
23.
If selected, did the facility fail to install and maintain rainbreakers on irrigation equipment?
El Yes
ZNo
El NA
El NE
24.
Did the facility fail to calibrate waste application equipment as required by the permit?
1:1 Yes
PpNo
El NA
EJ NE
25.
Did the facility fail to conduct a sludge survey as required by the permit?
El Yes
PTNo
D NA
0 NE
26.
Did the facility fail to have an actively certified operator in charge?
[I Yes
ZNo
[I NA
[__1 N E
27.
Did the facility fail to secure a phosphorus loss assessment (PLAT) certification?
0 Yes
gNo
[I NA
0 NE
Other Issues
28,
Were any additional problems noted which cause non-compliance of the permit or CAWMP?
El Yes
? No
[I NA
El NE
29.
Did the facility fail to properly dispose of dead animals within 24 hours and/or document
D Yes
PNo
[I NA
D NE
and report the mortality rates that were higher than normal'?
30,
At the time of the inspection did the facility pose an odor or air quality concern?
El Yes
P�No
El NA
El NE
If yes, contact a regional Air Quality representative immediately
31.
Did the facility fail to notify the regional office of emergency situations as required by
El Yes
CA o
[I NA
[I NE
General Permit? (ic/ discharge, freeboard problems, over application)
32.
Did Reviewer/Inspector fail to discuss review/inspection with an on -site representative?
E]Yes
DoNo
[] NA
[] N E
33.
Does facility require a follow-up visit by same agency?
El Yes
f
VN o
El NA
[:1 NE
_�Uhl
Page 3 of 3 12128104

TypeofVisit ZCompliance Inspection 0 Operation Review 0 Structure Evaluation 0 Technical Assistance
Reason for Visit )2"Routine 0 Complaint 0 Follow up 0 Referral 0 Emergency 0 Other 0 Denied Access
eparture Time: County: Region: 6AJII�z
Date of Visit: M��Arrival Time -
Farm Name:
Owner Name:
Mailing Address:
Physical Address:
Facility Contact: Title:
Onsite Representative:
Certified Operator:
Back-up Operator:
Owner Email;
Phone:
Phone No:'
Integrator: 1-2.-" ZZ5
Operator Certification Number:
Back-up Certification Number:
Location of Farm: Latitude: =0 =I =61 Longitude: =0 =& =4S
fA
11) 7esig-n- 6-6 crent;
311M - - I
ine [C6..FT�1V__acj U70—PUlifti t I�C.=aq—aclfyj lirtj
JE1 Wean to Finish
10 Layer
I
I Dairy Co
El Wean to Feeder
10 Non -Layer
I
I El Dairy Calf
0 Fec
El Dairy Heifer
El Farrow to Wean
_U [I Dry Cow
0 Farrow to Feeder
El Non -Dairy
Farrow to inish
ElLayers
El Beef Stocker
El Gilts
11 Non -Layers
El Beef Feeder
0 13oars
0 Pullets
1:1 Turkeys El Beef Brood Cowl
11 - e
Ej urkey Poultsl
E] Ot er
Rother I um 8 ruc ures:
Discharges & Stream Impacts
1. Is any discharge observed from any part of the operation?
Discharge originated at: El Structure El Application Field El Other
a. Was the conveyance man-made?
b. Did the discharge reach waters of the State? (if yes, notify DWQ)
c. What is the estimated volume that reached waters of the State (gallons)?
d. Does discharge bypass the waste management system? (if yes, notify DWQ)
2. Is there evidence of a past discharge from any part of the operation?
3. Were there any adverse impacts or potential adverse impacts to the Waters of the State
other than from a discharge?
C Yes 0 No F-1 NA [I NE
D Yes [I No El NA El NE
El Yes [I No 0 NA El NE
El Yes El No El NA [I NE
El Yes Zri o [I NA [I NE
El Yes �rNo El NA 0 NE
12128104 Continued

Fheilify Number: Date of Inspection
S/ -3p- 3 4��,
Waste Collection & Treatment
4. Is storage capacity (structural plus storm storage plus heavy rainfall) less than adequate?
a. If yes, is waste level into the structural freeboard?
Struct�e I Structure 2 Structure 3 Structure 4
Identifier.
Spillway?:
Designed Freeboard (in):
Observed Freeboard (in):
5. Are there any immediate threats to the integrity of any of the structures observed?
(ic/ large trees, severe erosion, seepage, etc.)
6. Are there structures on -site which are not properly addressed and/or managed
through a waste management or closure plan?
Yes WNo El NA El NE
El Yes E5 No [:1 NA [:1 NE
Structure 5 Structure 6
0 Yes dNo El NA 0 N I,
0 Yes ;!�No [:INA' EIN E
If any of questions 4-6 were answered yes, and the situation poses an immediate public health or environmental threat, notify DWQ
7. Do any of the structures need maintenance or improvement? 0 Yes gNo [INA [I NE
8. Do any of the stuctures lack adequate markers as required by the permit? 0 Yes KNo 0 NA El NE
(Not applicable to roofed pits, dry stacks and/or wet stacks)
9. Does any part of the waste management system other than the waste structures require 11 Yes �2Vo [:1 NA El NE
maintenance or improvement?
Waste ADDlication
10. Are there any required buffers, setbacks, or compliance alternatives that need El Yes [;rNo 0 NA 0 NE
maintenance/improvement?
fl. Is there evidence of incorrect application? If yes, check the appropriate'box below. El Yes Y(No EINA (I NE
El Excessive Ponding C3 Hydraulic Overload C] Frozen Ground El Heavy Metals (Cu, Zn, etc.)
EIPAN [:1PAN>t0%ori0Ibs [:1 Total Phosphorus C1 Failure to Incorporate Manure/Sludge into Bare Soil
El Outside of Acceptable Crop Window C1 Evidence of Wind Dfift El Application Outside of Area
12. Crop type(s)
13. Soil type(s)
14. Do the receiving crops differ from those designated in the CAWMP?
Yes
;eNo [] NA
[I NE
15. Does the receiving crop and/or land application site need improvement?
El Yes
V, 3No El NA
[I NE
16. Did the facility fail to secure and/or operate per the irrigation design or wettable acre determination ?
El Yes
IK No El NA
El NE
17, Does the facility lack adequate acreage for land application?
0 Yes
VNo El NA
D NE
18. Is there a lack of properly operating waste application equipment?
El Yes
[/No 0 NA
El NE
Comments (refer to question Explain any YES answers and/or any., recommendatioiWorlan�. other coffi
ain situation��. (u na pagc�s� as nee,
Use drawings of facility to better expl se additi6 "I" `issa6
Reviewer/Inspector Name Phone:
Reviewer[Inspector Signature: Date:
12128104 f Continued

Facility Number: Date of Inspection bae2Xz_04r
Reauired Records & Documents
19. Did the facility fail to have Certificate of Coverage & Permit readily available? Yes ;X�o [:1 NA [:1 NE
20. Does the facility fail to have all components of the CAWMP readily available? If yes, check E]Yes 3 No [3 NA [I NE
the appropriate box. El WUP [I Checklists D Design El Maps El Other
21. Does record keeping need improvement? If yes, check the appropriate box below. ffYes [__1 No [__1 NA El NE
El Waste Application El Weekly Freeboard 0�laste Analysis Ej Soil Analysis [I Waste Transfers [3 Annual Certification
D Rainfall El Stocking [:1 Crop Yield [1120 Minute Inspections El Monthly and I" Rain Inspections El Weather Code
22.
Did the facility fail to install and maintain a rain gauge?
[I Yes ONo
El NA
[I NE
23.
If selected, did the facility fail to install and maintain rainbreakers on irrigation equipment?
E]Yes ZI-No
El NA
El NE
24.
Did the facility fail to calibrate waste application equipment as required by the permit?
E]Yes P�No
El NA
El NE
25.
Did the facility fail to conduct a sludge survey as required by the permit?
[I Yes 2:&
[:1 NA
El NE
26.
Did the facility fail to have an actively certified operator in charge?
0 Yes ,dNo
El NA
El NE
27.
Did the facility fail to secure a phosphorus loss assessment (PLAT) certification?
0 Yes JZ No
[I NA
El NE
Other Issues
28.
Were any additional problems noted which cause non-compliance of the permit or CAWMP?
El Yes'pNo
D NA
[I NE
29.
Did the facility fail to properly dispose of dead animals within 24 hours and/or document
0 Yes
[I NA
[] NE
and report the mortality rates that were higher than normal?
30.
At the time of the inspection did the facility pose an odor or air quality concern?
[3 Yes E!rNo
[:1 NA
El NE
If yes, contact a regional Air Quality representative immediately
31.
Did the facility fail to notify the regional office of emergency situations as required by
0 Yes 21"No
El NA
El NE
General Permit? (ie/ discharge, freeboard problems, over application)
32.
Did Reviewer/Inspector fail to discuss review/inspection with an on -site representative?
El Yes JZNo
El NA
0 NE
33.
Does facility require a follow-up visit by same agency?
Yes No
El NA
El NE
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12128104

A4
uiphy�-Br9wnjLLC
Grower(s):
Farm Name:
Farm
5/29/2007
NUTRIENT UTILIZATION...PL.AN
Donnell Kornegay
Komegay Farms 31-523
Farrow to'Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish .1196
Storage Structure:
Storage Period:
Application Method:
>1 80 days -
Irrigation
2822 Hwy 24 West
R Q. Box 856
Warsaw, NC 28398
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�'bnlmal waste s hould be used
to reduce the amount of commercial f6rtilizer required for the crops In the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the Ilm''ItIng nut.rient. Waste should be . analyzed
before each application cycle. Annual, soll tests are strongly encouraged so that, all plant
nutrients can be balanced for realistic yields of the crop to -be 6rowA.
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:
I.- 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 atJess 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. solls, w ' hen It. Is raining, or when RVdQWJdVrE;1D
Either of these conditions may result In runoff to surface waters which is.not allowed
under DWQ regulations. APR 0 3 2009
5. Wind conditions should also be considered to avoid drift and dow]B�W 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
d isking will conserve nutrients and reduce odor problems.
1 of 8

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste Is based on typical nutrient content
for this,type of facility. In some cases you may.want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for thi� area receMng 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 Environmentai'Managemen't Commission,
AMOUNT OF WASTE PRODUCED PERYEAR (gillons, ft3, tons, etc.):
Capacity Waste Produce6por Animal Total
Farrow to'Wean
3212 gal/yr
wl/yr
Farrow to Feeder
4015-6811yr
gavyr
Farrow to Finish
1 0585, gal/yr
gal/yr
Wean to Feeder
'223 gal/yr
gal/yr
96
Fe6der,to'Finish
986 gay�r
.1,179256 2aVXr,
Total _179,256 gal/vT
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Capacity . Type Nitrogen Produced perAnImal Total
Farrow to Wean
5.4 lbs/yr
IbW
Farrow to Feeder
6.5 lbs/yr
lbalyr
Farrow to Finish
26 Jbstyr
lbsV
Wean to Feeder
0.48 lbs/yr
lbs/yr
1196
Feeder to Finish
2.3 lbs/yr
2,751. lbsta
Total 2,751 lbs/yr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste In a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the �atlo of the amount of 'nitrogen produced
on this facility to the amount of nitrogen that the crops under inigation may uptake and utilize
in the normal growing season.
Ticital Irrigated A&eage: 62.02
Total N Required Ist Yean 13662.07
Total N'kequIred 2nd Year: 8504.75
Average Annual Nitrogen Requirement of Crops: 11,083.41
Total Nitrogen Produced by.Farm: 2,750.80
Nitrogen Balance for Crops: (8,332.61)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of.the nitrogen produced bn this facility, This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2 of 8

'Reception Area Specifications
Tract Pull Irrigated Sc4l I st Crop Tirroto istCrop istCrap U*WAc LbsN
Ac �e no Type Code ApF?ly _Aeld lbsNfUnIt RaeAdual /Ac UtIlbod
IT
0�71
r r)
3(a) of 8

This plan does.not Incl ' ude commercial fertilizer. The farm should p�qduce adequate plant
available nitrogen to satisfy the requIrements of the crops -listed above.
The appiicator Is cautioned that P and K may be over applied while meeting the N requirements.
In the future,'regulatlons may require farmers In -some parts of North'Carolifia to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( I.e. small grain, etc, interseeded in bermuda),2 forage must be removed
through grazing, hay, and/or silage. Where grazing,'plants should be grazed when they
reach a height of six to nine Inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, Is to be ' removed -for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May), Shading may result if small grain gets too high ind.this will definately Interfere
with stand of bermudagr�ass. This loss of stand will result I' reduced'ylelds and less nitrogen
9 ,
being utilized. Rather than cutting small grain for hay or sila§e jus.t.before heading as is
the normal situation, you are encouraged to cut the small grain earl ' ter. 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 shobld be grazed or cut to a height of
about two Inches before drilling fbr best results.
CROP CODE LEGEND
Crop Code
Crop
Lbs N utilized / unit yield
A
Barley
1.6 ' lbs N / bushel
B
Hybrid Bermudagrass - Grazed
50 lbs N I ton
C
Hybrid Bermudagrass - Hay
50 lbs N / ton
0
Corn - Grain
1.25 ibs N / bushel
E
Corn - Silage
12 lbs; N / ton
F
Colton
0.12 lbs N / lbs lint
G
Fescue - Grazed
50 lbs N Mon
H
Fescue- Hay
50 lbs N I ton
Oats
13 lbs N I bushel
Rye
2.4 lbs N bushel
K
Small Grain.- Grazed
50 lbs N acre
L
Small Grain - Hay
50 lbs N acre
M
Grain Sorghum
2.5 lbs; N cwt
N
Wheat
2.4 lbs N bushel
0
Soybean
4.0 lbs N bushel
P
Pine Trees
40 lbs N acre / yr
Acres.shown In the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in'the,tables.
See attached map showing the fields to be used for the utilization of animal waste.
4 of 8

SLUDGE APPLICATION:
The following table describes'the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm'SpecIfications RAN/yrLanimai- Farm 12!al/yr
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow -to Finish 4.1
Wean to Feeder 0.072
1196 Feeder to Finish 0.36 430.56
The waste utilization plan must conta in: provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich'and will require prqcautJionary measures to
prevent over application of nutrients or other elements. Your production facility,will produce
approximately 430.56 pounds of plant available nitrogen per year will -acc umutatef In the lagoon
sludge based on the rates of accumulation listed above.
It you remove the sludge every 5 years, you will.have approximately 2152.8 pounds of plant
available nitrogen to utilize. Assuming 'you apply this PAN to hyorid'ba�muda.gr'ass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 7 acreas of land. If you apply the.sludge
to com at a rate of 125-pounds per acre, you*111 need 17.2224 ac ' res: of land� Please note that these
are only estimates of the PAN'produced and the land -required to utill,ze that PAN. Actual values
may only be determined by sampling the sludge"for plant av6ila blb nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectabons for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The Irrigation application rate should not exceed the Intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited �by,initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding caipaclty�of the soil -at the tJme.o'fJrr'ipalion 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 Isthe responsibility of the
producer and Irrigation designer to ensure that an irrigation system Is Installed t o p�operly
irrigate the acres shown in'the preceding table. Failure to apply the'recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
*This is the maximum application amount allowed for.the,soll assuming the amount
of nitrogen allowed for the crop is not over,applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed.for >1 80 days of temporary storage -and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored In your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to -ensure that the spreader equipment
Is operated properly to apply the correct rates to the acres shown in,th'e tables. Failure to,6pply
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 prope� application prior to applying the waste.
5 Of 8

Applid4io6AM6 061de
The following
Is provided
as a guide for establishing application rates
and arhounts.-
Soil
Application 'Rate
ApplidationAmount,
Tract
Hydrant
Type.
Crop:
In/hr
nehes.
T4560
1
AuB
D
0,6
T4560
2
AuB
D
0.6
1
T4560
3
AuB
D
0.6
1
T4560
4
AuB
0
0.6
1
T4660
5
Au.B
D
0.6
1
T4560
6
AuB
D
0.6
1
T4560
7
AuB
B
0.6
1
T4560
8
AuB
B
0.6
1
T4560
11
AUB.
B
0.6
SUBI-16
AuB
D
.,0.6
1
SUB7-111
AuB
B
0.6
1
Leased
Sub A
AuB
B
0.6
1
Leased
Sub B
AuB
D
0.6
1
Leased
Sub C
RuA
D
0.35
1
Lea -sod
Sub D
RuA
D
0.36
1
6 of 8

Additional Comments:
The subfileld acres shown on this plan,are the acreage, picked.ue using.the
honeywagon.
All Sub field acres and crops are optional. Grower may also plant tobacco
in Sub B,C and D �t the following rates.
Sub B 91.2 Ibs. N Ler acre and Sub C and Sub D-69-lbs.,N eer Acre.
Aeplication windows for tobacco are March 15 thru June.
In thisplan, the residual nitrogen is deducted:from the -corn rate. However,
since these crops are optional and the grower may plant any of the drops
listed, grower MUST deduct 15 Ibs. N from any cro2 following wybeans
except the corn. Jf corn Is not following the soybeans, 2rower'rn�ay apply an
additional 15 Ibs. N to the corn croe.
7 of 8

NUTRIENT UTILizATiON-PLAN.- CERTIFICATION
Name of Farm: Kornegay,Farms,.31-523
Owner: Donnell Kornegay
Manager:
Owner/Manager Agreement:
Uwe understand and will follow and implement the specifications. and. thd operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing,design. capacity
of the waste treatment and/or storage system,'or construction of new facilities-, will require a
now nutrient management plan and a new certification to'be' submitted to DWQ before the new
animals are stocked.
Ywe understand that I must own or have access to equipment, primarily irrigation equIpment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping,time such th6t"no,dis6harge occurs from the -lagoon
in the event of a 25 year 24 hour storm. I also certify that the wastia,will be applied on the land
according to this plan at'the appropriate times and at rates which �roduce no -runoff.
This plan will be filed on site at the farm office and at the office'6f the local Soil and Water
Conservation District and will be,available for revlew by NCDWQ'upon request.
Name of Facility Owr
Signature:
Name of Manager (if different from owner):
Signature:
Date
Name of Technical Specialist:
Affiliation:
Address:
Signature.,
Toni W. Kin
Warsaw, NC 28398
Telephone: [phone]
-a9- 0_�
Date
8 of 8

NUTRIENT UTILIZA110N 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 that4he,producer either owns or has an
agreement for use of adequate land on which to properly.apply the waste. Ifthe producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is, within a, reasonable proximity,
allovMg him/her the use of the land for- waste application. It is the responsibility of the
owner of the waste production facility to secure�an update of the Nutrient Utilization Plan
when there is a change in the operation, Increase In the number of animals, method of
application, recleving crop type, or available land.
3 Animal waste shall �be applied to meet., but not exceed, the nitrogen needs for realistic crop
yields based upon soil type, available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict the rate' of applications for
other nutrients.
4 Animal waste shall be applied to land eroding less th�n 5 tons per acre per,year. Waste
may be applied to land'eroding at more'than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips -are installed where runoff leaves the field (Se;
USDA, NRCS Field Office Technical Guide Standard 393 -'Filter Strips).
5 Odors can be reduced by injecting the waste or disking'pfter waste application. Waste
should not be applied when there is'danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste 401 ..be soil
incorporated on conventionally tilled cropland. When wastelis applied to conservation tilled
crops. or grassland, the waste may be'broadcast provided the application does, hot occur
during a season prone to flooding (See 'Weather and Climate in North -Carolina" for
guidance).
Liquid waste shall be applied at rates not to ex ceed the soil'infiltra ' tion rate such that runoff
does not occur oftsite or to surface, waters -and in a method:. which does not cause drift
from the site during applicatiom No ponding should occur�-in order tb control odor and flies.
Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen,
1 of 3

NUTRIENT UTILIZATION PLAN,
FkEQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop Is
not covered With 'waste to a depth that would inhibit growth, The potential for salt damage
from animal waste should also be considered.
10 Nutrients from waste shall not be applied In fall or winter for spring planted crops on soils
with a high potential for leaching. Waste/nutrient loading� rates on these soils should be
held to a minimum and a suitable Winter cover crop planted to take up released nutrients.
Waste shall not be applied more than 30 days prior to" planting of the crop or forages
breaking dormancy.
1 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is.applied from a lagoon that Is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and canal, Animal waste, other than'swine waste from facilities sited on or after October 1,
1995, shall not,be applied closer than 25 feet,to perennial :waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by.over-spraying. Animal waste may be app lied to prior converted cropland
provided the fields have been approved as a land application site by a "technical
specialist". Animal waste shall n6t 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 w.ashdown facilities,, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
2 of 3

NUTRIENTUTIOZATIONPLAN
REQUIRED. SPECIFICATIONS
(continued)
17 A protective cover of appropriate'vegetation will, be established on all disturbed,areas
(lagoon embankinents, berms,,pipe runs, etc.). Areas shbli,.66 fenced,'as necessary, to.
protect the vegetation. Vegetation such,as, trees, shrubs, and other woody species, etc.,,
are limited to areas where considere.d. appropriate. Lagoon areas should be,kept mowed
and accessible. Berms and structures should be ins pected regularly for evidence of
erosion, leakage, or discharge.
18 If animal production at the facility is to be,suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
poss ibility 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 ran 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 pTe-plant'with n8'fiAher applications of animal
waste during the crop season.
21 Highly visible markers shall be installed to mark the top,and. bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days.of utilization and soil shall be tested at least annually
at crop sites where waster products are applied. Nitrogen shall be'the rate -determining
nutrient, unless other restrictions require waste to b ' e applied based on other nutrients,
resulting in a lower application rate �than a nitrogen based rate. Zinc and copper levels in
the soil shall be monitored and alternative crop sites. shall be used when these metals
approach excessive levels. pH shall be adjusted and' maintained for optimum crop
production. Soil and waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained. for- a ' minimum of three years.
Waste application records for all other waste shall'be maintained -for a minimum of five
years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
3 of 3

o� V4A ls_,� Michael F, Easley, Governor
William G. Ross Jr., Secretary
North Carolina D(3partment of Environment and Natural Resources
Alan W. Klimek, P. E., Director
Division of Water Quality
5
May 1, 2003
Donnell Komegay, Jr.
Kornegay Farms
320 Scott's Store Road
Mt. Olive NC 28365
Subject: Certificate of Coverage No. AWS310523
Kornegay Farms
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
Dear Donnell Komegay, Jr.:
On April 28, 2003, the North Carolina General Assembly ratified Senate Bill 733 which directs the
Division of Water Quality (Division) to extend the expiration date of the Swine Waste Operation General
Permit AWG100000. Therefore, the General Permit has been re -issued by the Division to extend the
expiration date to October 1, 2004. During the period ofthis extension the Division will be working with
all interested parties on the development of a new version of the Non -Discharge General Permit.
In accordance with your application received on January 22, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Donnell
Kornegay, Jr., authorizing the operation of the subject animal waste collection, treatment, storage and
land application system in accordance with General Permit AWG100000. The issuance of this COC
supercedes and terminates your previous COC Number AWS310523 which expired on April 30, 2003.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Kornegay Farms, located in Duplin County, with an animal capacity of no
greater than an annual average of 1196 Feeder to Finish swine and the application to land as specified in
the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrom, 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 October 1, 2004. 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 12AWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
If your Waste Utilization Plan has been developed based on site specific infort-nation, careful evaluation
of future samples is. necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Pen-nittee 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. AM
N7ffbFNR
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Customer Service Center
An Equal Opportunity Acton Employer
Internet http://h2o.enr.state.nc.us/ndpu
Telephone [phone] Fax [phone]
Telephone [phone]
50% recycled/10% post -consumer paper

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 NRCS standards a 100 foot separation shall be maintained between water supply wells and any
lagoon or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C 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 Wilmington Regional Office. The Regional Office
Water Quality"Staff �may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact Sue Homewood at [phone] ext. 502.
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG 100000)
cc: (Certificate of Coverage only for all cc's)
Wilmington Regional Office, Water Quality Section
Duplin County Health Department
Duplin County Soil and Water Conservation District
Permit File AWS310523
NDPU Files

T�c
ANIMAL WASTE-UTILIZATION:PLAN
Producer: DONNELL KORNEGAY JR.
Location: 320 SCOTTS STORE ROAD
MOUNT OLIVE NC 28365
Telephone: [phone]
Type Operation: Existing Feeder to Finish Swine
Number of Animals: 1196.00 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 cyc�le. 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 tomaximize 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,nitrog6n 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 T�ore 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: I

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 forag6s 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.)
1196 hogs x 1.9 tons waste/hogs/year = 2272.4 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
1196 hogs x 4.6 lbs PAN/hogs/year = 5501.6 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
LES
COMM N
LES
DETERMINING PHASE
CODE
AW N ,
PER
ACRES
AW N
PER AC�
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
4560
_�_,Hl
AUB
C
75
73.75
20
3.44
253.7
I
+MAR-JU
4560
2, HI
AUB
W
-P.44
I
145
190
1309.6
+OCT-MAR
4560
2,HlIAUB
DSI3
118
172
.13.44
1247.68
+JUN-
SEPT 15
4560
3,H2_jAUB
175
173.75
120
. I
IC
. I
13.44
1253.7 JUN
+MAR-
4560
3,H21AUB
F
JW
I
145
190
1
13.44
1309.6
+OCT-MAR
4560
3,H21AUB
DSB
I
118
172
1
13.44
1247.68
+JUN-
SEPT 1S
4560
3,H3
1
JAUB
IC
1
�75
173.75
120
�1.54
1113.575
+MAR-JUN
4560
3,H31AUB
T
JW
I
145
190
1
11.54
1138.6
+OCT-MAR
4560
3,H31AUB
DS13
I-
li
118
172
1
11.54
1110.88
+JUN-
SEPT 15
4560
3,H4
1
JAUB
IC
1
175
173.75
120
11-92
�141.6
+MAR-JUN
4560
3,H4
AUB
I-
I
JW
I
145
190
1
11.92
1172.8
+OCT-MAR
4560
3,H41AUB
DSB
I-
118
172
1
11.92
1138.24
+JUN-
SEPT 15
4560
13,H5
JAUB
1C
175
173.75
120
13.39
1250.012
Page: 3

ANIMAL WASTE UTILIZiTION PLAN
+MAR -JUN
4560
3, HS
AUB
W
3.39
I
I
145
190
1305.1
+OCT-MAR
4560
3,H51AUB
DS13
72
3.39
_�244.08
118
I+JUN-
SEPT 15
4560
3,H6
1
JAUB
IC
1
175
173.75 120
11.90,1140-125
+MAR-JUN
4560
3,H61AUB
F
JW
145
190
11.911
1171
+OCT-MAR
4560
3,H61AUIB
DSB
1.90
F
118
172
1136.8
+JUN-
SEPT 15
4560
7,H7
BP
4.1
JAUB
1205 10
1�.13
1231.65
+APR-SEP-
4560
7,H71AUB
EP
4.1
1205 1.
11.13
1231.65
+APR-SEP
4560
7,H71
SG
1
50
1.13
156.5
+SEP-APR
4560
7,H71
SG
F
li
11
150 1
11.13
156.5
+SEP-APR
4560
7,H8
Bp
4.1
1
JAUB
li
I
�205
11.12
1229.6
+APR-SEP
4560
7,H81AUB
BP
4.1
ii
1
1205 1
11.12
1229.6
+APR-SEP
4560
7,H8
SG
li
11
150 1
11-1-2.156
+SEP-APR
4560
7,H81
SG
11
150 1
11.12
156
+SEP-APR
4560
7,H9
Bp
4.1
1
�AUB
1 1.
1
�205
1.93
1190..65
+APR-SEP
4560
7,H9
AUB
BP
4.1
1205 1
1.93
1190.65
+APR-SEP
4560
7,H91
SG
11
150 1
.1.93-
146.5
+SEP-APR
Page: . 4

'�ANIMAL WASTE UTILIZATION PLAN
4560
4560
4560
4560
NOTE
-7,H9
7, H1 0 AUB
7, H10 AUB
-7, H
7, HIB
END
SG
I
11
150
BP
1
I
14.
�205
BP
4.1
I
1205
SG
1
I
1
1-10
SG
1
150
I
I
.93
46.5
1 +SEP-APR
1.13
1231.65
+APR-SEP
1.13
1231.65
+APR-SEP
5 - '
1.1 3
1
156.
+SEP-APR
156.5
1.13
+SEP-APR
TOTAL15882.87
Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
+ Dates shown reflect optimum uptake periods for nutrients. Waste
appilcation may begin up to thirty(30) days prior to planting or
green -up of forages, and extend past optimum dates shown if
plant growth, pumping conditions, and PAN loading rates permit.
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: 5

ANIMAL WASTE UTILIZATION -PLAN
A V�
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent.landowners must be attached.)
(Required only if operator does -not own adequate land.
See required specification 2..)
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
or-------
APPLY
RESID.
APPLIC
METH
N
TIME
END
TOTAL
Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
+ Dates shown reflect optimum uptake -periods for nutrients. Waste
application may begin up to thirty(30) d�ys prior to planting or
green -up of forages, and extend past optimum aates shown if
plant growth, pumping conditions, and PAN loading rates permit.
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. Bermudagrass should be grazed or mowed to a
height of about two Inches before drilling for best results.
Page: 6

j%F
4
KNIkAt WASTE 'UTILIZATION PLAN
Acreage figures may exceed total acreage in fields due to
overseeding.
lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
CROP CODE
CROP.
UNITS
PER UNIT
so
BP
HYBRID BERMUDAGRASS-PASTURE
TONS
C
CORN
BUSHELS
1.25
DSB
DOUBLE CROPPED SOYBEANS
BUSHELS
4
SG
SMALL GRAIN OVERSEEDED
AC
so
W
WHEAT
BUSHELS
2
TA13LE I
TABLE 2
TOTAL
TOTALS FROM TABLES 1 AND 2
WETTA13LE
ACRES
LBS AW N USED
19.94
5882.872
0
0
19.94
5882.872
BALANCE
-381.2725
This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Page: 7

ANIMAL WASTE UTILIZATIONPLAN
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 442.52 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 2212.6
pounds of PAN to utilize. Assuming you apply this.PAN to hybrid
bermudagrass hayland at ' the rate of 3tO pounds of nitrogen per acre, you'
will need 7.37533333333 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 17.7008 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 25t 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
t , ime 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: 8

ANIMAL WASTE UTILIZATION -PLAN
amounts ot 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)
4560
AUB
C
.5
4560
AUB
C
.5
*1
4560
AUB
C
.5
*1
4560
3,H4
AUB
C
.5
*1
4560
AUB
C
.5
*1
4560
AUB'
C
.5
4560
4560
4SGO
4560
4560
4560
4560
4560
4560
4560
4560
4560
AUB
BP
.5
*1
AUB
BP
.5
*1
7,H8
AUB
BP
.5
*1
7-
H9
AUB
BP
.5
*1
-2,H1
AUB
DSB
.5
*1
AUB
W
.5
*1
AUB
DSB
.5
*1
--��-J
AUB
W
.5
*1
, -H3
AUB
DSB
.5
*1
AUB
W
.5
*1
AUB
DSB
.5
*1
AUB
W
.5
*1
4560
--'7;-3 , -H5
AUB
DSB
.5
*1
4560
4560
AUB
W
.5
*1
AUB
DSB
.5
*1
Page: 9

ANIMAL WASTE-UTILIZAiTION PLAN
4560
-3, H6
AUB
W
.5
*1
4560
SG
.5
*1
4560
_7'H1
SG
.5
*1
4560.
AUB
BP
.5
*1
4560
SG
.5
*1
456.0
SG
..5
4560
ALTB
13 P
.5
4560
SG
.5
4560
SG
.5
4560
-7,H8
AUB
BP
65
*1
45.60
SG
.5
*1
4560
SG
.5
*1
4560
AUIB
BP
.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 limitation. The maximum
application amount shown can be applied, -under optimum soil
conditions.
Your facility is designed for 180.00 days of temporary storage and the
temporary storage must be removed on the average of once every 6.00
months. In no instance should the volume of the waste be stored in
your structure be within the 25 year 24 hour storm storage or one foot
of freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables 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
Page: 10

ANIMALMASTE UTILIZATION PLAN,` 1 1:N";*
4!" -
the proper application rate prior to applying the waste.
NARRATIVE OF OPERATION
THIS PLAN IS WRITTEN BASED ON A TWO YEAR ROTATION AND AN IRRIGATION DESIdN BY
GARY SC"F OF MURPHY FAMILY FARMS
Page: 11

WASTE UTILIZATION PLAN
RgQUIRED SkCIFICATIONS
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.) I .
7. Liquid Aste 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 methbd which does not cause drift from
the site during application. No ponding should occur in order
to control odor or flies.
S. Animal w ' aste shall not he 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: 12

-.�ztTTILIZATION PLAN V.. �k5
ie.
. V�
SW
REQUIRED SPECIFIbATI6N_'*'S:
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 no ' t be applied more
than 30 days prior to planting of the crop or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential
property boundary and from any perennial stream or river (other
than an -irrigation ditch or canal. Animal waste other than
swine waste from facilities sited on or after October 1, 1995),
shall not be applied closer than 25 feet to perennial waters.
(See Standard 393 - Filter Strips).
12. Animal waste shall not be applied closer than 100 feet to
wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property
and public right-of-ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a 1� ' nd application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges directly iHto water courses,
and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from
the site.
16. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into the
animal waste management system.
17. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and
other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible.
Berms and structures -should be inspected regularly for"evidence
of erosion, leakage or discharge.
Page: 13

WASTE. UTILIZATION 'PL�
REQVXRED SPiCiFIC'A;'T-'1-0­NS
tku
5,
18. If animal production at the facility is to be suspended or
terminated, the owner is responsible -for obtaining and
implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution'and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should
be inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should be kept on
site.
20. Animal waste can be used in a rotation that includes vegetables
and other crops for direct human consumption. However, if
animal waste is used on crops for direct human consumption it
should only be applied preplant with no further applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will
be required to mark the maximum storage volume for waste
storage ponds.
22. Waste shall be tested within 60 days of utilization and soil
shall be tested at least annually at crop sites where waste
products are applied. Nitrogen shall be the rate - determining
element. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when these
metals approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be
maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets.North
Carolina regulations.
Page: 14

ANIMAL,.WASTE UTILIZATION,PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of.Fa=:KORNEGAY FARMS
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 Facilift Owner: DO LL KORNEGAY JR.
(Please print),
Signature: i Date: 5J151:a6n
Name of Manag4r(If different fi�om owner):
Signature:
Date:
I
Name of Person Preparing Plan: (.Please print)ANGIE B. QUINN
Affiliation:DUPLIN SOIL AND WATER CONSERVATION DISTRICT
Phone No. 910-296-2120
Address (Agency): PO BOX 219
KENANSVILLE NC 28349
. a�' n - --/c
Signature Date: )WO
Page: 15

State of North Carolina
Department of Environment
RECEIVE
and Natural Resources
JUL 2 4 2000
1B
Division of Water Quality
Y:
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
July 19, 2000
Donnell Kornegay, Jr.
Kornegay Farms
320 Scott's Store Road
Mt. Olive NC 28365
NZ.,�W'A
IT 00
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND"NATURAL RE:souRcF-s
Subject: Certificate of Coverage No. AWS310523
Kornegay Farins
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
Dear Donnell Kornegay; Jr.:
In accordance with your application received on March 27, 2000, we are forwarding this Certificate of
Coverage (COC) issued to Donnell Kornegay, Jr., authorizing the operation of the subject animal waste
collection, treatment, storage and land application system in accordance with General Permit
AWG100000. This approval shall consist of the operation of this system including, but not limited to,
the management of animal waste from the Kofnegay Farms, located in Duplin County, with an animal
capacity of no greater than 1196 Feeder to Finish and the application to land as specified in the Certified
Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003. Pursuant to this COC, you
are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This.request
shall be made within 30 days of notification by the Division.
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity �ff irmative Action Employer 50% recycled/ 10% post-consurner paper

Certificate of Coverage AWS310523
Komegay Farms
Page 2
This COC is not automatically transferable. A name/ownership change application must be submitted to
the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual non -discharge pen -nit by contacting the engineer listed below for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
The subject farm is located in the Wilmington Regional Office. The Regional Office Water Quality Staff
may be reached at [phone]. If you need additional information concerning this COC or the
General Permit, please contact Don Friday at [phone] ext. 533.
Sincerely,
Kerr T. Stevens
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
Wilifiiiig—ton RE-g q—ndrOff cd- at -a] i ty, S ecti on
Qd
Duplin County Soil and Water Conservation District
Permit File
NDPU Files

State of North Carolina R E C E I ""? ED
Department of Environment and Natural ResourceW4l��f�IJA'.�ITY,�FrT!ON
Division of Water Quality I q 2 7 200,0
Non -Discharge Permit Application Form
(THIS FORM MA Y BE PHOTOCOPIED FOR USE AS AN ORIGINAL) NOP-Disc�,�aroc_ p , itu
General Permit - Existing Animal Waste Operations V
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections that are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
1. GENERAL INFORMATION:
1.1 FacilityName: Kornegay- Farms
1.2 Print Land Owner's name: Donnell Kornegay,Jr.
1.3 Maiiin- address: 320 Scott's Store Road
City, State: Mi. Olive NC Zip: 28365
Telephone Number (include area code): [phone]
1.4 County where facility is located:
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for.mate roads. Please include a copy
of a county road map with the location of the farm identified): Northeast of Scott's Store. Located on Eastside of 1521
between SR 1519 and SR 1520 near father's farm.(31-4421
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): Murphy Family Farms
C
1.8 Date Facility Originally Be -an Operation: 01/01/85
M 0
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: ___L1_ (county �umbcr); ___,�23 (facility number).
2.2 Operation Description: Swine operation
Feeder to Finish
1196- Certified Design Capacity
Is the above information correct? lxyes; 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 manavement structures were designed.
Type of Swine
, Wean to Feeder
- Feeder to Finish
No. of Animals - Type of PoultEy No. of Animals
• Farrow to Wean (# sow)
• Farrow to Feeder (# sow)
• Farrow to Finish (# sow)
Other Type of Livestock on the farin:
• Layer
• Non -Layer
- Turkey
Type of Cattle No. of Animals
• Dairy
• Beef
No. of Animals:
FORM: AWO-G-E 5/28/98 Page I of 4 31-523

�3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system). 32.50 ; Required Acreage (as listed in the AWMP); 19.94
2.4 Number of lagoons/ storage ponds (circle which is applicable):
2.5 Are subsurface drains present within 100'of any of the application fields? or NO (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or 00 (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, �NR� Standards, etc.) (Swine Only)
YES)Dr NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? �3
What was the date that this facility's land application areas were sited? -- 176
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.
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. Some of these components may not
have been required at the time thefacility was certified but should be added to the
CA WMPfor permitting purposes:
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 VrUP.
3.3.9. The required NRCS Standard specifications.
3.3. 10 A site schematic,
3.3.11 Emergency Action Plan.
3.3.12 Insect Contra] 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.
An.plicants Initials
CPO
M-A
FORM: AWO-G-E 5/28/98 Page 2 of 4 31-523

F I
P, rz C, E IV ED
Facility Number: 31 - 523 7 21K),
Facility Name: Kornegay Farms
4. APPLICANT'S CERTIF16,TION: Non-D�sch.arge Pains NTI[I
I, Dbwe_�� KopneQou� (Land Owner's name listed in question 1.2), attest that
this application for— V�OPNE 'R-�ry--N S (Facility name listed in question 1. 1)
has been reviewed by me and is accurat� and-6omplete to the best of my knowledge. I understand that if all required parts of this
application ar not completed and that if all required supporting information and attachments are not included, this application package
will I rd tolme as ftcapplete. I ti
Signature
Date
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
1, (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
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98 Page 3 of 4 31-523

11
ANIMAL WASTE -UTILIZATION. -PLAN
Producer:
Location:
Telephone:
Type Operation:
Number of Animals:
(DeSign Capacity)
STORAGE STRUCTURE:
APPLICATION METHOD:
DONNELL KORNEGAY JR.
320 PCOTTS STORE ROAD
MOUNT OLIVE NC 28365
252-658-3430
F? EF CE, V
sEcr/01V
UUN 0
kfl�D' - Soar
ng
-ge P19nnim
Existing Feeder to Finish Swine
1196.00 hogs
Anaerobic Waste Treatment Lagoon
Irrigation
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops
in the fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soii
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: I

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
da)�s prior to planting a crop or forage's 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 )eEAR (gallons, ft3, tons, etc.)
119G hogs x 1.9 tons waste/hogs/year = 2272.4 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR-
1196 hogs x 4.6 lbs PAN/hogs/year = 5501.6 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
LSS
DETERMINING PHASE �CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-
-------
APPLY
RESID.
APPLIC
METH
N
TIME
4560
T-,Hl
AUB
C
75
73.7S
20
3.44
253.7
I
+MAR-JUN
4560
2, Hl
AUB
W
I-
I
I I
14-5
190
1
13.44
13"-.6
+OCT-MAR
4560
DSB
_�3.44
1-2,HIIAUB
118
172
1
1247.68
+JUN-
SEPT 15
C
75
73.75
.4560
131
JAUll
120
13.44
1253.7
+MAR-JUN
4560
3�H2
JAUll
JW
�45
190
1
13.44
1309.6
+OCT.-MAR
4560
3 112
AUB
DSB
1
118
172
13.44
1247.68
+JUN-
SEPT 15
4560
3,H3
JAUB
IC
I
175
173.75
�20
�1.54
111-3.575
+MAR-JUN
4560
3,H31AUB
-11.54
I-
JW
I
145
190
1
1138.6
+OCT-MAR
4560
3,H31AUB
DSB
____]1.54
I-
118
172
1
1110.88
+JUN-
SEPT 15
4560
3,H4
1
JAUB
IC
1
175
173.75
�20
11.92
1141.6
+MAR-JUN
4560
3,H4�,AUB
I-
JW
145
190
1
]1.92
�172.8
+OCT-MAR
4560
DSB
1-3,H41AUB
1'18
172
1
11.92
1138.24
+JUN-
SEPT 15
4560
13,H5
JAUB
Ic
175
173.75
120
13.39
1250.012
Page: 3

ANIMAL WASTE UTILIZATION PLAN
4560
4560
SEPT 15
4560
4560
4560
SEPT 15
4560
4560
4560
4560
4560
4560
4560
4560
4560
4560
4560
1
3, HS I AU13
___F_
3, H5 AUB
,H6 I AUB
3 , HGj_AU2
I I
IW 145 190
I
IDSB, �18 '172
I
7, H7
AUB
-7,H7
AU13
-7, H7
7 �'_7 —,H 7
�T, _H8
AUB
-7, H8
AUB
7, H8
-7, H8
AUB
-7, H9
AUB
�,H 9
c
75
73.75
I I
120
I
w
45
90
DSB
18
72
I I
I I
BP
4.1
_T
1205
EP
4.1
1205 1
G
1
1
150
SG
1
I 1
150 T
13P
4.1
2 0 5
I
T
BP
4.1
I
1205
T
SG
T
I
SG
Bp
4.1.
I
1205
1
I
.B P 14.1 1205
I
I
+MAR- JUN
3.39 1305.1
+OCT-MAR
3.39 �244.08
+JUN-
1.90 1140.125
+MAR-JUN
1.90 1171
+OCT-MAR
1.90 1136.8
+ JUN -
1.13 1231-65
+APR-SEP
1.13 1231-GS
+APR-SEP
I 1.13�156.5
+SEP-APR
1 1.13 156.5
+SEP-APR
1.12 1229. 6
+APR-SEP
1.12 1229.6
+APR-SEP
1.12 156
+SEP-APR
1.12 156
+SEP-APR
93 1190..65
+APR-SEP
9.31 1190.65
+APR-SEP
93� 146.5
+SEP-APR
Page: 4

,ANIMAL WASTE UTILIZATION -PLAN
4560
7,H 9.1
SG
-_
I-
.
I 1I 11
150
1 1.93
146.5
+SEP-APR
4560
7,H101AU11
BP
4.1
1205
1
11.13
1231.65
+APR-SEP
4560
7, H101 AUB
BP
4.1
-11.13
1I
1205
I
1
1231.GS
+APR-SEP
4560
7, HI
SG
1
__11.13
�I
1
150 1
156.5
+SEP-APR
4560.
7, HID
SG
1
I
1I
150
1
1 11.13
156.5
+SEP-APR
END
-
I
I
I
I I
I
I
TOTAL15882.87
-'Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
+ Dates shown reflect optimum -uptake periods for nutrients. Waste
appilcation may bggin up to thirty(30) days prior to planting or
green -up of forages, and extend past optimum dates shown if
plant growth, pumping conditions, and PAN loading rates permit.
NOTE: The applicator is caut.ioned 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: 5

. P,0
ANIMAL WASTE UTILIZATION:PLAN
TABLE 2: ACRES WITH NOTARItED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent -landowners must be attached.)
(Required only if operator does -not own adequate land.
See required specification 2,.)
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
LBS
DETERMINING PHASE
CODE
AW-N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
END
TOTAL 10
Indicates that this field is being overseeded (i.e. interplanted) or
winter -annuals follow summer annuals.
Dates shown.reflect optimum uptake periods for nutrients. Waste
application may begin up to thirty(30) days prior to planting or
green -up of forages, and extend past optimum dates shown if
plant growth, pumping conditions, and PAN loading rates permit.
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. Bermudagrass should be grazed or mowed to a
height of about two 'inches before drilling for best results.
Page:

ANIMAL WASTEXTILIZATION-PLAN
Acreage figures may exceed total acreage in fields due to
overseeding.
lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables I and 2 above:
CROP CODE
CROP
UNITS
PER UNIT
BP
HYBRID BERMUDAGRASS-PASTURE
TONS
50
C
CORN
BUSHELS
1.25
DS13
DOUBLE CROPPED SOYBEANS
BUSHELS
4
SG
SMALL GRAIN OVERSEEDED
AC
so
W
WHEAT
BUSHELS
2
TABLE 1
TABLE 2
TOTAL
TOTALS FROM TABLES I AND 2
WETTABLE
ACRES_
LBS AW N USED
—
19.94
5882.872
0
0
19.94
5882.872
BALANCE
-381.2725
This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Page: 7

ANIMAL WASTE UTILIZATION -PLAN
This.number.mubt 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 442.52 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 2212.6
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 7.37533333333 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 17.7008 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 25t 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 I and 2. Failure to apply the recommended rates and
Page: 8

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)
4560
2,H1
AUB
C
.5
4560
AUB
C
.5
4560
AUB
C
.5
4560
AUB
C
.5
4560
AUIB
C
.5
4560
—�—,H6
AUB-
C
.5
4560
AUB
BP
.5
45GO
AUB
BP
.5
4560
AUB
BP
.5
Z-5 6 -o
-T, H —9
AUB
BP
.5
4 5 6 0
--7--2- , _H1
AUB
DSB
.5
4560
-2,H1
AUB
W
.5
4560
AUB
DSB
.5
4560
AUB
W
.5
4560
-3,H3
AUB
DSB
.5
4560
AUB
W
.5
4560
AUB
DSB
.5
4560
AUB
W
.5
4560
-3,HS
AUB
DSB
.5
4560
, —H5
AUB
W
..5
45GO
AUB
DSB
.5
Appiic..Amount
(inches)
*1
Page: 9

.ANIMAL WASTE UTILIZATION PLAN
4560
-3,H6
AUB
W
.5
4560
-7,H1
SG,
.5
4560
—�-7, _H1
SG
.5
4560
':­77, —HI
AUB
BP
.5
4560
SG
.5
456.0
7 —,H 7
SG
.5
4560
AUB
BP
.5
4560
-7,H8
SG
.5
4560
SG
.5
4560
-7,H8
AUB
BP
.5
4560
SG
.5
4560
SG
.5
4560
H9
AUB
BP
.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
he applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
conditions.
Your facility is designed for 180.00 days of temporary storage and the
temporary storage must be removed on the average of once every 6.00
months. In no instance should the volume of the waste be stored in
your structure be within the 25 year 24 hour storm storage or one foot
of freeboard except in the event of the 25 year 24 hour storm.'
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables 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
Page: 10

A�NIMAL-WASTE UTILIZAT.ION "PLiN
the proper application rate prior to applying the waste.
NARRATIVE OF OPERATION
THIS PLAN IS WRITTEN BASED QN A TWO YEAR ROTATION AND AN IRRXGATION DESIGN BY
GARY SCALP OF MURPHY FAMILY FARMS
Page: 11

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not -reach surface waters of the state by
runoff,,drift, manmade'conveyances, direct application, or -
.diredt 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 broadc ast provided the application
-does not occur during a season prone to flooding. (See "Weather
and Climate in -North Carolina" for guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur offsite or to
surface waters and in.a method which does not cause drift from
the site during application. No ponding should occur in order
to control odor or flies.
8. Animal waste shall not be applied to saturated soils, during
rainfall events,, or when the surface is frozen.
9. Animal waste shall he applied on actively growing crops in such
a manner tha� 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: 11

WASTE ..-UTILIZATION �PLAN,
REQUIRED SPECIFIdki IONS"
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 br 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 ot ' her than
swine waste from facilities sited on or after October 1, 1995),
shall not be applied closer than 25 feet to perennial waters,
(See Standard 393 - Filter Strips).
12. Animal waste shall not be applied closer than 100 feet to
wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property
and public right-of-ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges directly into water courses,
and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from
the site.
16. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into the
animal waste management system.
17. A protective cover o * f appropriate vegetation will be
established on all d1sturbed 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: 13

LN
WASTE UTILIZATION PIJ
REOUIRED-SPECIFICATIONS
18. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and
implementing a "clos ' ure plan" which will eliminate the
possibility of an illegal discharge, pollution'and erosion.
19. Waste handling structures, piping, pumps, i7eels, etc., should
be inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should be kept on
site.
20. Animal waste can be used in a rotation that includes vegetables
and other crops for direct human consumption. However, if
animal waste is used on crops for direct human consumption it
should only be applied preplant with no further applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will
.be required to mark the maximum storage volume for waste
storage ponds.
22. Waste shall be tested within 60 days of utilization and soil
shall be tested at least annually at crop sites where waste
products are applied. Nitrogen shall be the rate - determining
element. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when these
metals approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be
maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North
Carolina regulations.
Page: 14

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Fax7n: KORNEGAY FARMS
OwnerlManager 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 desi " gn 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 Facil' Owner: DO LL KORNEGAY JR.
(Please print)
Signature: Date.. LQ -5b
Name of Ma ag r(If different frol owner):
Signature:
Date:
Name of Person Preparing Plan: (Please print)ANGIE B. QUINN
Affiliation:DUPLIN SOIL AND WATER CONSERVATION DISTRICT
Phone No. 910-296-2120
Address (Agency): PO BOX 219
KENANSVILLE NC 28349
Signature LE C)UL,, Date:
Page: 15

RECEIVED
Producer: �>OA&ejl WATER OUALITY SECTION
Location: MAR 2 7 2000
Nori-DischarUe PeanilUng
Telephone: Lzk 1,1) 6 glg - s-6 q S-
Type Operation: r-'--sk
Number of Animals:
(Design Capacity)
The waste from your animal facility must be land applied at a specified 'rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should
be used to reduce the amount of commercial fertilizer required for the crops in the fields
where the waste is to be appliedL This waste utilization plan uses nitrogen as the lim�
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 ufffization plan in order to
mn?dmi7e the fertilizer value of the waste and to ensure that it is applied in an ,
environmentally safe manner. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply more nitrogen than the crop
canutilize. Soil types are important as they have different infiltration rate.s, leaching
potentials, cation exchange capacities, and available water holding capacities. Norma4
waste shall not be applied to land eroding at greater than 5 tons per acre per year. With
special precautions, waste may be applied to land eroding at up to 10 tons per acre per
year. D—Ohot apply waste on saturated soils, when it is -raining, or when the surface is
frozen. Either of these conditions may result in runoff to swfice waters which is not
allowed under DEM regulations. Wind conditions should also be considered to avoid drift
and downwind odor problems. To maximize the value of nutrients for crop production
and to reduce the potential for pollution, ihe waste should be applied to a growing crop or
applied to bare ground not more than 30 days prior to planting. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis
report from your waste management facility. Attached you will findinformation on
proper sampling techniques, preparation, and transfer of waste samples to the lab for
analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC 2F1 0217 adopted by the Environmental Management Commission.

= na"I
Amount of Waste Produced Per Yeor(kallons.,e. tons, etc.)
(.�PD - animal X, 1. waste/an imal/year = (anif.) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
1-�00 animal X-�-'S lbs. PAN/anfinallyear =-� �6O Is. PAN/year. (PAN from N. C. TeclL
Guide Std. 633)
Appbing the above amount of waste is a bigjob. 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
and surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. *N Acres Lbs. N month Of
e Per Ac. Uti&ed
* YWis N isfrom animal waste only. � If nutrientsfrom other sources such as commercial
jerdlir,er are applied, they must be accountedfor. N must be based on realistic
22ectation.
NOTE. The applicator is cautioned that P and K maybe over applied while meedng the N
requirements. Beginning in 1996 the Coastal Zone Management Act will requirefarmers in
some eastern counties ofNerth Carolina to have a nutrient management plan that adiresses
all nutrients. This plan only addresses Nitrogem
2

k 0442-N
Table 2: ACRES WrrH AGREENWNT OR LONG TERM LEASE
(Agreement vAth adjacent landowner must be attached)
(Required only if operator does not own
adequate land [see Required Specifacation 2])
Tract Field Soil Crop Lbs, N Acres Lbs. N Month of
* Seefootnotefor Table].
Totals from above Tables
Acres Lbs. N
Utilized
Table I
Table 2
Total
Amount ofN
Surplus or Dt
3Y79
,,1, 9 q
3< :Rq 7 S
Produced
fich
Q -760 �-71�0
F -3? s, -716 1
N07'E.- ne Wayte Utilization Plan must contain provisionsfor periodic land
application of sludge at agronomic ratm The sludge will be nutrient rich and will
require precautionary. measures to prevent over application of nutrients or other
elements.
3

r
-F
,jZ ;U�::
TAM-1-MMEM
See attached map showing thefields to be usedfor the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate (Tn/T-Tr) Amount (In
Q+3
Al-F
E-
, '7-'r
-7
23
P 7S---
= TABI E IS NOT NEEDED IF WASM IS NOr BEING "FUED BY =GAMON, HOWEVER A SMELAR TAME WZ.L
BE NEEDED FOR DRY U= OR SLURRY.
Your facility is designed fbr� 190 days of temporary storage and the temporary storage .
must be removed on the average of once every __!�_MONTHS. In no instance should
the volume of waste being stored in your structure exceed Elevation
Call the local Natural Resources Conservation Service (formerty Soil Conservation
Service) or Soil and Water Conservation District office after you receive the waste
analysis report for assistance in determining the amount per acre to apply and the proper
application rate prior to appl3ing the waste.
Ararrative of operation: -1-L—
ovt,r:5e,,,-de,.4 rm-11 ,A -7. '�` .j.'/t A,,ve-
e4 ,)kt,4 ',- 4��- r64-�4t'oe, a,^1j. 0^1V �/7 4�C
41- -�At- WACA-1 eZ:��L 1,11*1/ Ike- -Yte�r-
"le -V-0 ,< 4'� h(,, - A),".t-, �6,r e.AAA�,,l 4-L,
41k--- -j Ae-a-+ -4, /A /3%/
4

#
nyM
MY'A
rmgmm, 1611 @!;!��i
, am owm ,,T 0
REQUMED SPECIFICATIONS
L. Animal waste shall not reach surface waters of the state by runof� drift, ma=ade
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
ibility of the owner of the facility to secure an update of the Waste Utilization
responsi
PLm 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. Animai 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 3931 - 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 fieli
6. When animal waste is to be applied on acres subject to flooding, it will be soil
incorporated on conventionally tined cropland. When applied to conservation tined
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 offisite or to surface waters and in a method which does not
cause drift from the site during application. No ponding should occur in order to
control odor or flies.
8. Amimal waste shall not be applied to saturated soils, during rainfall events, or when the
sur5ce is frozen.

I "I "III
Trl
A
M, V
UQUMED SPECIRCATIONS
(continued)
9. Animal waste shall be applied on actively growing crops in such a manner that the
crop isnot covered with waste to a depth thatwould inluibit growth. The potential for
salt damage from animal waste should also be considered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils
with a high 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 5 0 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 facilit.ies sited on or after
October 1, 1995), shall not be applied closer than 25 feet to perennial waters. (See
Standard 393 - Filter Strips).
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public right-of-
ways:-
15. A in ima I waste shall not be discharged into surface waters, drainageways, or wetlands
- by a discharge or by over-sprayiag. Animal waste may be applied to prior converted
wetlands provided they have. been approved as a land application site by a "technical
specialist". Anima waste shall not be applied on grassed waterways that discharge
directly into water courses, and on other grassed waterwaysi'waste shall be applied at
agronomic rates in a manner that causes no rtmoff or drift from the site.
16. Domestic and industrial waste from washdown facilides, showers, toilets, sin� etc.,
shall not be discharged into the animal waste management system

vm
REQUaED SPECIRCATIONS
(continued)
18. If nnimal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will elinimte 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 use'd on crops for direct
human consumption it should only be applied preplant with no fiu-ther applications of
anima I waste during the crop season.
2 1. 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 man aged to maintain the liquid level between the markers. Amarkerwillbe
required to mark the maximum storage volume for waste storage ponds.
22. Waste shall be tested within 69 days of utilization and soil shall be tested atleast
annually at crop sites where waste products are appliecL 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 main ain ed. Soil and waste
analysis records shall be kept for five years. Poultry dry waste application records
.shalIbe maintained for three (3) years. Waste application records for all other waste
shall be maintained for five (5) years.
23. Dead animal will be disposed of 1 a manner that meets North Carolina regulations.

WASTE UTILIZATTON PLAN AGREENIENT
Name of Fann:
OwnerlManqger,4greement --
I (we) understand and will follow and implement the specification and the operation and.
main enance 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 anew
certification to be submitted to the Division of Environment Management (DEW before
the new animal are stocked. I (we) also understand that there nniLst be no discharge of
animil waste from this system to surface wasters of the state from a storm event less
severe than the 25-year, 24-hour storm The approved plan will be filed on -site at the
farm office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner:
(Please print)
Simature: /12 122
Name of Manager(If different from owner):
Signatu.r-e�.
Date:
Name of Technical Specialist: (Pleaseprint) 62'�ry P- 15,-.
Address (Agency):
Signature: Date: 7JI 7

7
AhUIAL WASTE J�IZATION AGREE
(Needed only ifadditional land has to be leased, etc.)
L . hereby give , pernimsion to
apply animal waste from his Waste Utilization System on acres of my land for
the duration' of time shown below. ­
I understand that this waste contains nitrogen, phosphorous, potasshm3, and other trace .
elements and when properly applied should not harm my land or crops. I also understand
that the use of waste will reduce my need for connnercial fertilizer.
. Adjacent Landowner. Date:
Waste Producer: Date:
Technical Representative: Date:
SWCD Representative:
Date:
Term ofAgreement: 919 to 20
(Minimum of Ten Years on Cost Shared Items)
(See Required Specification No. 2.)
go

y" r
"I Mmg-
N-1
EMM-M
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
9 No., TvDe Per Ac. Utilized Annfication
ON w_-- -410M
MM�
�M
Total I I I
rd,
-r.4.1 4,
.j ke'd. 6 r,, ;
luk

to.0
J� , k-j-j�,
Jp
— Yl L,
16
14
ixt..
4r,
wl
q 4v -
v
"In
- SI.M.
is
In
Ij
ad

Fl-
lit
W" AN
it
WM,
2.,
f
Ulu,
j.1
j
I aj
its!
7V
I I lot!
6.

ow
oPERATTON & AiAnvrENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especi�
important to maiiage. levels so that you do not have problems during extended rainy and
wetperiods.
Maxim= s=2,ce capacity should be available in the lagoon for periods when the -
receiving crop is dormant (such as wintertime for berrnudagrass) or wh= there are
ext=ded rainy spells such as the thunderstor:m season in the surnmertime.. This means:
that at the first: signs of plant growth in the later winter/cariy spring� irrigation acmrffing7 to
a- farm waste mana ement plan should be7 done: whenever the land is dry enough to
receive lagoorr liquid. This will mak-- storage space available in the lagoon for R=m wet
periods. In the late summer/early fall the lagroon should be pumped down to the low
mzdcer (se-_ Fig
.,u= 2-1) to allow for winter storage Every efforc should be7rnade-to
nud=ain the la. -
goon close to the minim= liquid level as -I on.- as the weather and waste-
utiliza ti orr plan will. allow it.
Waiting- until the lagoon has reached its maximurn storage capacity before startin-, to
irrigate does not leave room for storin.c, -excess water during, extended wet periods.
Overflow from the la -goon for any r=on except a 25-year, 24-hour storm is a violation or
s= law and subject to penalty action.
The routine rnaintenance of a lagoon involves the following:
0
of a vegetadve cove.- for the dam.
Fescue or common bermuda s are the most common vecretative
gms .1z
covers. Tle vegetadon should be fertilized each year, if -needed, to
maintain a. vivorous: stand. The amount of ferdazer armlied should be
b as ed on a soils test, b ut in th e event that it is no t- =cticai to ob tain
a soils test each year, the. lagoon embankment and surrounding areas
should be fe-lilized with 800 pounds per acre of 10-10-10, or
ecuiv2lent.
Bru-sh and tr= on the embankment must be controlled. This may be
done by mowingr, spravin g', gr= g, choppin a or a combination of
these PA-actices. tl�s should be done at least'o�'�ce a year and
possibly twice in years that weather conditions are -favorable. for
heavy vegetative growth.
NOTF_ If vegetation is controlled by spraying, the herbicide must not be, allowed to enter
ther lagoon wauz-- Such chemicals could harm the bacte:ria. in the lagoon that are treating
the waste.
Nfaint=ance inspections of the entire lagoon should be made during the initial filling of
thr, lagoon and at least monthly and aft.— major rainfall and storm events. Itemstober
checked should include, as a. minirnum, the followin,-1.
Waste. Irilet Pipes, Recycag Pipes, and Overflow Pipes —look for7
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
Laxgez lagoons may be subject to liner _�amage due to waver action caused by strang:
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon d=-
A good. stand of vegetation will reduce the potential damage caused by wave- actiom If
wave action causes serious damage to a lagoon sidewall, baffies in the laggoon, may be
used to reduce the wave impacts.
Any of the= features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropr=e exp= familiar with design and
construction of waste lagoons- You may need to provide a temporary -fix if there is a threat
M
of a. waste discharge. However, a permanent solution should ber reviewed by the
technical expert. Any digging into a lagoon dam with heavy equi ment is a serious
C2 � p
undertaldn- with imtentially serious consequences and should not- be conducted unless
recom.mend by an appropriate techpical. expert.
Transfer Pumps —check for proper operation of-
1. recycling pumps
2. irrivation pumps
10
Check for leaks, loose fittings, and ovenall. pump operation. An unusuall loud or grinding
z y
noise, or a. large amount of vibration, may indicate that the pump is in need or repair or
replacement_
NOTE: Pumving systems should be inspected and operated -f=uently enough sod= you.
are not conmletely "surprised" by equipment failure. You should perform your -pumping
system maintenance at a time when your lagoon is at its low level. TTds will allow some
safety time should majpr repairs be required. Having a. nearly full lagoon is not the time
to think about switchihg, repairing , or borrowing pun-rPs. Probably, if your lagoon is full,
your neighboe 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
treatmentor storage structures. The only water that should ber
coming from your lagoon is that which comes fi-om 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
dwing or immediately following a heavy rain. If technical assistance is needed to
det=nine proper solutions, consult with appropriate experrs.
You should record the level of the lagoon just prior to when rain is predicted, and then
rt=rcL the level again 4 to 6 hours af= the rain (assumes there is no pumping). nds wM
give you an idea of how much your lagoon level will rise with a certain rainfall o t
�hn un
(you must also be recording your rainfall for this to work-). Knowing this should help in
p lanniln ' ' i on applications and storage. If your lagoon ri= excessively, you may
n
have anWc!�%roblem from a surface water diversion or th= may be seepagre into the
lagoon from the surrounding land.
0
Lagoon Operation
SLIMP:
1. 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, tal�mg care not to erode linincy or. barik slopes.
0 Z2
goon should have a flexible Dipe extender on the
D�ainpipes into the Ia.,
end of the pipe to discharge near the bottom of the' I'acoon durino- initial.
filling or anothe.- means of slowing the incoming water to avoid erosion of
the lininc?
1.
4.- When possible, begin loading new laggoons in the spring to maximize
1-� 0
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine Ia--oon in the amount of 0.25 percent of the Afflagoon
iiauid volume. This se-�--dno- should occour at least two weeks prior -to the
addidon 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 I pound per 1000 cubic fe::t of
lagoon liquid volume until the pH rLs= 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 activirv. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Load!xW.
The more frequently and regularly that wastewateAr is added to a lagoon, the bett-- the
lagoon will fu�ction- 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 wel

Ma=geme=
Practice water conservation —minimize building water usage and
Z
spillage from leaking waterers, broken pipes and washdown through
0
proper maintenance and water conservation.
Mini�e feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lag
4* goon
Maintain lagoon liquid level betw=n the permanent storage level and
the f`ull temporary storage level.
Place visible markars or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
0
Start irrigatin- at the earliest possible date in the =ring based on
nutrient requirements and soil moisture so thatteniporary storage
will be maximized for the summer thund=tonn sea on. Similarly,
irric,ate in the late summer/early.fall to provide maximum lacroon
storage for the wintez.
The lamoon Liquid level. should never be closer than I foot to the lowest
Doint of the dam or -embankment.
Do not pump the lagoon Liquid level lowe.- that the permanent storage
level unless you are removing sludge.
0 .7
Locate float pump intakes approximately IS inches underneath the liquid
sueface and as far away from the drainpipe inlets as possible.
Prevent additions of beddin- materials, Iong-stemmed forage or -vegetation,
0 4V
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
Maintain strict vegetation rodent, and varmint control near lagoon
g edgm.
Do not allow trees or large bushes to grow on lagoon dam or embankment
Remove sludge from the lagpon either when the sludge storage capacity is
full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtainin- and implementing a closure plan to eliminate the possibility of a -
pollutant discharge.
Sludge Removal:
Rate of lagoon sludoe buildup can be reduced by:

PrIln li2 n sJMnCr
me h 1 Tsolids s="'aradon of flushed waste,
gravity sealing of flLhed waste solids in an appropriately designed basin, or
minimizing feed wastage and spillage.
Lagc>ori sludge that is removed annually rather than stared long term will:
=P
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal t--hniques:
Hire a custom applicator.
Mix the sludge and lagoon liquid with a chopper-agitaior impeller
pump through large -bore sprinkler irrigation sysr.-m onto nearby cropland;
and soil incorporate.
Dewater the upper pan of lagoon by irrigation onto nearby cropland or
fora -eland; mix remaining sludge; purnp into liquid sludge appacator. haul
and SDread onto crot)land or forageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
'7
fo,m2eland; dredae siudae from lacoon with d.-azline or sludcre baram berm
an area beside lagoon to receive the sludge so that liquids can drain bacl-
ZP
into lagoon; allow sludce to dewater; haul and s-oread with manure soreader
onto cropland or forageland; and soil inr-orpor-,-t--
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would Your lagoon water. The sludg� will contain'different
nutrient and me:al values from the liquid. The application of the sludge to fields Will- be
limited by these nutrients as well as any previous waste applicarions to that field and crcrD
'aetaii in Chapter 3.
requirement- Waste application rates will be discussed Mi
When removing sludge, you must also pay attention to the liner to revent damage. Close
Z b P
attention by the pumper or drag -line operator will ensure thar the lagoon
liner remains
in=L . If you see soil material or the synthetic liner material being disturbed, you should
stop the acrivity immediately and not resume until you are sure that the sludge can be
0
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 -Dhosphorus and.heavy metal content
0 4--p -
thaxi liquid. Because of tt�s it should probably be applied to land with low phosphorm
and metal levels. as indicated by a soil test, and incorporated to reduce the chan�e of
erosion. Note that if the sludge is applied to fields with very high soil -test phomhcres� it
should be applied only at rates equal to the crop removal of phosphorus. As with oth=-
wastes, always have your lagoon sludge analyzed for its nutrient 'value.
Z) 17
The kioplica-tion of sludge will increas.- the amount of odor at the waste application site
Extra. precaution should be used to observe the wind direction and other �onditions which
could iria=se the concern of neighbors.

Possible Causes of Lagoon Failure
La groon f0ures -result in the unpla=ed discharge of wastewater from the structure. Types
of failures include lealcage through the bottom or sides, overtopping, and breach of the
darn. Assuming proper design and construction, the owner has the rmponsibi1ity for
ensuzing 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 consmmdon. (Consult. an expert in
lagoon design before placing any pipes in dam .)
Lagoon liquid levels —high levels -are a safety rLsk-
Failure to inspect and maintain the dam.
Excess surface water flowing into the lagoon.
Idner integrity —protect from inlet,pipe scouring, damage during, sludge
removal, or rupture from lowering la�goon liquid level below groundwater
table.
NOTE: If lagoon water is allowed to overtop the dam, the moving waterwill. soon cause
gullies to farm in the dam. Once this damage starts, it can quickly cause a large discharge
of wastewater and possible dam failure.

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 art 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 af 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 statonary 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 transact perpendicular to the direction
Qf pull. Set out collection containers 25 feet apart along the transect on both
sides of the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a windless- day, variation between containers
of more than 30 percent is cause for concern. You should contact- your irrigation
dealer or technical specialist for assistance.
&Reprinted foi- Carremation Training for Operations of Animal Wasm Management Systems Manual

EMERGENCY ACTION 'PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) .111> .3qS*'-"34W
EMERGENCY MANAGEMNET SERVICES (EME.3) -W&P
SOIL AND WATER CONSERVATION DISTRICT (SWCD) Al
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) -.154 % I
-9 M JM 1, -
L
CO0PERA_nVE EXTERSiON SERVICE (CES)
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
efforr to ensure that this does not happen. This plan should be posted in an accessible
location for aftemployees 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-possibJe 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 -he lagoon immediately.
d. Call a pumping contractor.
e. Make sure no su, , . ac.e water is entering lagoon.
S. Runoff from waste application field -actions include:
a. Immediatefy 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 burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition 'of the side walls -and- lagoon -
bottom as soon as possible.
1,

2.
3.
I's
5.
�1
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 DWa 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 s ' Dill leaves property or enters surface waters, call local EMS phone number.
c.- Ins-truc-, 'EMS to contact local Helath Department.
d. Comacz CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number -
If none of,�he above works call 911 or the Sheriff's Department and explain you
problem -Lo them and ask the person to contact the proper agencies for you.
Contac-L the contractor of your choice to begin repair or problem to minimize off -
site damacie.
a.
b.
C.
ConTractors Name:
Contra=ors Address:
Contractors Phone:
Contact -the -Lechnical specialist who certified the lagoon (NRCS, Consul -Ling
Engineer, etc.)
a. Name: mw-t�% F:;.",�
b. Phone: -Rio Ke4-, 10 P7
7. Implement procedures as -advised by DWC1 and technical assistance agencies to
recrify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2-

Source
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Cause
BMP's -to Minimize Odor
(Liquid Systems)
Flush Gutters Accumulation of solids (kkllush system is d&oign&d and operated
sufficiently to remove accumulated
3 s Ids from gutters as designed.
A,
WRomove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids W(Maintain lagoons, satiling basins and
pits where post breading is apparent 10
minimize the crusting of solids to a depth
of no more than 6-13 inches over more than
3.0% of surface.
Site Specific Practices
Excessive Vegetative Decaying vegetation WMaintsin vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Food Spillage Design, operate ana maintain food systems (e.g.,
bunkers and troughs) To minimize the accumulation
of decaying wastage.
Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer, I S-30 day interval during wim-ar).
Food Storage Accurnuiations of food residues ( ) Reduce moisture accumuiation within and around
immediate perimeter of food storage areas by
insuring drainage away from site and/or providing
adecuate containment (e.g., covered bin for
brewer's grain and sin-�lar high moisture grain
productsi.
Inspect for and remove or break up accumulated
solids in filter strips around food storage as needed.
Animal Holding Areas Accumulations of animal wastas Eliminate low area that Trap moisture along fances
and feed wamge and otmer locations where waste accumulates and
and disturbance by animals is minimal.
Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as neaded).
WIC—Novembar 11, 1996

Dry Manure Handling Accumulations of animal wanes Remove spillage on a routine basis le.g. 7.10 day
systems interval during summer-, 15-30 days interval fting
winter) where manure is loaded for land application
or disposal.
Provide for adequate drainage around manure stockpies
Inspect for and remove or break up accumulated w
in -filter stripes around stockpiles and manure hantiOM
arm= as needed.
The issues checked ( ) pertain to this operati6n. The land own erfintegrator agrees to use sound judgmerM in -applying
insect control measures as practical.
I certify the aforementioned insect control Sesr Managemenr Practices have been reviewed with me.
For more information carnnct-the Cooperative Extension Service, Department of EntorrxAogy. Box 7613,.North Carolina State Univershy, Raleigh. NC
Z7695-7613.
AMIC—November 11, 199 6

S-WINE FARM WASTE- MANAGEMENT- ODOR CONTROL CHECKUST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production Ve tativis or wooded buffers;
v
J�; /FRtocga*rnmenc1od best monagament
./Cocos:
Gplonod judgment and common sense
Animal body surtaces Dirty manure -covered animals Vory fioars
Floor surfaces Wet manura-covered floors ( ) Slotted floors:
7)aterers located over slotted floors;
F
'V arc at high end of solid floors;
crape manure buOdup from floors;
Underfloor ventilation for drVing
X
Manure collection pfts Urine (-(Frequent manure removal by flush,pit
racharge.or scrape
Parital rnicarbial decomposition ' ( ) Underfloor ventilation
Ventiladon exhaust farts Volatile gases; ( ) Fan maintenance;
Dust ( ) Efficient air movement
Indoor surfaces Dust (�;tashciown between groups of animals
Feed additives-,
Feeder covers,.
Feed delivery downspout ex-randers to
feeder covers
Flush tanks Agitation of recycled lagoon Flush tank covers
liquid whiles tanks are filling Extend fill lines to near borzorn of
tanks with anti -siphon vents
Flush alloys Agitation during wastewater Underfloor flush with underfloor
convoyanance ventilation
Pit recharge points Aqitation of recycled lagoon ( ) Extend rechard lines to near bottom of
liquid while pits are filling pits with anti -siphon vents
Uft stations Agitation during sump tank filling Sump tank covers
and drowdown
Outside drain collocrtion Agitation during wastewater Box covers
or junction boxes conveyance . 1�
le —
End of drainpipes at lagoon Agitation during wastewater Wtxxand discharge point of pipes
underneath lagoon licuid lovel'
Lagoon surfaces Volatile gas emissions (Lf"Pr p lagoon liouid capacity
Biological mixing (;,C---.Prre.ct lagoon starrup procedures
hJ
Agitation mum surface area-ta-yoiume ratio
Wnimum agitation wnen pumping
Mechanical aeration
Proven biological additives
Irrigation sprinkler nozzJos Hign Pressure agitation (,firrioata on dry days with little or no wind
Wind draft recommended opargdon p1`886WO
7pumo intake near lagoon liquid surface
( ) Pumv from second-siage lagoon
;MOC—November 11, 1996

Storage tank or basin Partial microbial decomposition Bartonn or mkileval loading
surface Mixing while filling Tank covers
Agitation when emptying Basin surface mats of solids
Proven biological additives or oxidants
Sartling basin surface partial micobial decomposition ( ) Extend drainpipe outlets undernoath liquid
Mbdng while filling level
Agitation when emptying Remove sattled solids regularly
Manure, slurry or sludge Agitation when spreading Soil injection at sJurry/sludges
spreader outlets Volatile gas emissions Wash residual manure from spreader after use
Proven biologic4d additive or oxidants
Uncovered manure, slurry Volatile gas emissions while drying Soil infection of rJurryisludges
or sludge an field surfaces Soil incorporartion within 48 houm
Spread in thin uMorm layers for rapid drying
Pro�van biological additives or oxidants
Dead animals Carcass decomposition W'Propor disposition of carcasses
Dead animal disposal Carcass decomposition Complete covering of carcasses in burial pits
pits Proper location/construction of disposal pits
Incinerators Incomplete combustion Secondary stack burners
Standing water around ImProper drainage (4"'Grade and landscape such that water drains
faciflities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Pooriy maintained access roads (-rFarrn access road maintenance
roads from farm access
Additional Information: Available From:
Swine Manure Managernan-- 0200 Rule/SMP Packet
NCSL4mCwnty Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
NCSU-aAE
Swine Production Faciiiry Manure Management: Pit Recharge —Lagoon Treatment; EBAE 123-88
NCSU-ELAE
Swine Production Facility Manure Management: Underfloor Fiusa—Lagoon Treatment; E13AE i Z9-8Z
NCSLJ-aAE
Lagoon Desig and Management for Uyestook Manure Treatmant and Storage; ESAE 103-83
NCSLLELAE
-alibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSLLEAE
Controlling Odors from Swine Buildings: PIR-33
NCSU-S wine Extension
Environmental Assurane Program: NPPC Manual'
NC Pork Produces Assoc
Options for Managing Odor a report from the Swine Odor Task Force
NCSU Agri Communiosbons
Nuisance Concerns in Animal Manure Management- Odors and Flies: PRO107, 1995 Conference Proceedings Ficrida Cocoaradve ExTension
The issues checked ( ) pertain to this operation. The Ian down er/integrator agrees to use sound judgment in applying
odor control measures as practical.
certify the aforemerttoned odor control Best Managment Practic s ave been reviewed th me.
(Landowner Signature4
MOC—Nov6rn6*r 11. 1996

--irtality Manageffient Metho s
(check which method(s) are being implemented)
Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
Rendering a.E.21 p-,ndering plant licensed under G.S. 106-168.7
5-wces V-PAw A-r :S rre 5=?- Vk�i6 AxJ 1 P-4 A L- CnuXAM Oxi 13Y
Q Complete incineration
C) In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department otAgriculture
0 Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's �alue without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
December 18, 1996

7.5 MINUTE SERIES (TOPOGRAPHIC)
4 SWJ4 SEVEN SIR INGS IS' QUADRANOL.E
235 6 2 330 000 FEET 137 77,52'3(Y
35*07'30'
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Grower Donnell Kori,-gay, Jr. [phone] Designed BYOW-�"
,W
Address: Route 1, Box 146 Checked Wv?,(X�MEi
Mount OI!Ve, NC 28365 Date: &Wh97
Countv: DuDlin Sheet
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION wtv
Nursery:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period: '
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
Farm Population:
-------------------
-------------------
-------------------
-------------------
--------------------
-------------------
-------------------
- - - - - - - - - - - - - - - - - - -
Not Applicable
-------------------
-------------------
-------------------
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N) - - - - - - - - - - Y
Does Operator Want Emergency Spillway? (Y/N) - - - - - - - - - - N
Is This Design for an Existing Farm? (Y/N) - - - - - - - - - - Y
Is Drain Tile Req'd to Lower SHWT? (Y/N) - - - - - - - - - - N
Seasonal High Water Table Elev: - - - - - - - - - - - - - - - - - - -
Freeboard: - - - - - - - - - - - - - - - - - - -
Emergency Spillway Flow Depth: Not Applicable
Top of Storm / Spillway Buffer: Not Applicable
Side Slopes: - - - - - - - - - - - - - - - - - - -
Press ALT-C to Download
contour areas see sheet 2 of 7...
0
1200 Hd.
0
0
0
0
180 Days
7.5 In.
7.0 In.
0
0
93.50 Ft.
1.0 Ft.
3 :1 (H:V)
Top of Dike Elevation: -------------------
99.50 Ft.
Finished Bottom Elevation: - - - - - - - - -
- - - - - - - - - - 89. 00 Ft
Start Pump Elevation: - - - - - - - - -
- - - - - - - - - - 97.70 Ft.
Stop Pump Elevation: - - - - - - - -
- - - - - - - - - - 95.00 Ft.
LAGOONVOLUME REQUIREDVOL. DESIGN VOLUMES % REQ'D.
Storm Stor =
Temporary =
Permanent =
otal Volume =
28108 (CU. Ft.)
91785 (Cult.)
162000 (Cu.Ft.)
281,893 (CU.Ft.)
3:�, 196 (Cu. Ft.)
100,670 (Cu.Ft.)
165,796 (CU.Ft.)
299,663 (Cu.Ft.)
Min. Required Liner Thickness - - - - - - - - - - - - - - - - - - - -
Lagoon Surface Area (Inside TOD) - - - - - - - - - --- - - - - - - - -
118.10%
109.68%
1 OZ 34%
itsil-vill
1.5 Ft.
444,973 S. F.
Murphy Family Farms Engineering P. 0. Box 759, Rose Hill NC 28458 [phone]

q I ' . t . I
Grower: Donnell K . jay, Jr. [phone] Designed By: JWR
Address: Route 1, Box 146 Checked By: JES
Mount Olive, NC 28365 Date: 09/02/97
Countv: Duolin Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area (SF)
89.00
21,645
90.00
23,534
91.00
25,493
92.00
27,522
93.00
29,620
94.00
31,790
95.00
34,029
96.00
36,338
97.00
38,717
98.00
41,167
99.00
43,687
99.50
44,973
lated usin
Incr. Vol. (Cu. FT)
22,590
24,514
26,508
28,571
30,705
32,910
35,184
37,526
39,942
42,427
22,165
end area
Cumul. Vol. (Cu. 17)
22,590
47,103
73,611
1OZ182
13Z887
165,796
200,980
238,507
278,449
32QS76
343,041
END PUMP = = = = > 95.00 FT. 165,796 GF TR'MT 165,796. 102.34%
START PUMP = = = > 97.70 FT 266,466 CF TEMP 100,670 109.68%
MAX STORAGE = = > 98.50 FT 299,663 CF STORM 33,196 118.10%
Murphy Family Farms Engineefing P.O. Box 759, Rose Hill NC 28458 [phone]

Grower: DonneII7037 gay, Jr. [phone] Designed By: JWR -
Address: Route 1, Box 146 Checked By: JES
Mount Olive, NC 28365 Date: 09/02/97
CouM: Duprin----- Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS —1
Permanent Storage:
Required Treatment Volume:
jAnirnal Type Capacity ALW * (cu.ft./lb) Total
1
0
30
1.00
0
.Nurse!y
Finishing
1,200
135
1.00
-1
162,000
Farrow to weanling
0
433
1.00
0
'Farrow to feeder
0
522
1.00
0
Farrow to finish
01
1,4171
1.00
0
Boars
0-1-
4001
1.00
0
Total Required Treatment Volume (cu. ft.)= 162,000
Sludge Storage Volume:
Animal Type Capacity ALW * (cu.ft./lb) T—otal
Nursery
0
30
0.00
0
Finishing
1,200
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
1 01
1,4171
0.001
0
1 Boars
1 01,
4001
0.0001
0
i otai hequirea zjivage tstorage volume (cu. tt.) = 0
Temporary Storage Volume:
Manure Production:
lAnjmal Type Capacity * Sto. Period * (gals7F[djda) = Total
Nursery
0
180
0.30
0
Finishing
1,200
180
1.37
295,9j20
Farrow to weanling
0
180
4 .39
0
Farrow to feeder
0
180.
5.30
0
farrow to finish
0
1 .1801
14.38
0
LBoars
01
1801
4.06
0
0�
I otai manure vroo uction (gals.) = 295,920
Total Manure Production (cu.ft.)= 39,561
Excess Fresh Water:
jAnirnal Type Capacity * Sto. Period"gals/1-1d./day) = Total
'Nursery
'0
180
0.20
0
0
Finishing
1,200
180
0.90
194,400
100
Farrow to weanling
0
180
2.90
0
Farrow to feeder
0
180
3.50
0
farrow to finish
0
1801
9.501
0
. Boars
01
.1801
2.70
L 0
i otai t-resn water L:xcess (gals.)= 194,400
Total Fresh Water Excess (cu.ft.)= 25,989
Murphy kamily Farms EngineerIng P. U. Box 759, Rose Hill NG 28458 [phone]

-If' ' Migned By: JWR
Grower: Donnell Kon ' ' jay, Jr. [phone]
Address: Route 1, Box 146 Checked By: JES
Mount Olive, NC 28365 Date: 09/02/97
Countv: DUDlin Sheet 4 of 7
Temporary Storage Volume: (Cont.
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol. = (44973 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Requ ired Volu me for Rainfall in Excess of Evap. (cu.f t.) 26,234
Storm Storage:
Vol.= (Lagoon Surf. Area + Addt'l Drainage Area) * 25Yr./24Hr. Storm (in) / 12in./ft.
Vol.= (44973 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr.-24Hr. Storm Event (cu.ft)= 28,108
"Heavy Rain" Storage:
Vol.= (Lagoon Surf. Area + Addt'l Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (44973 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for NHeavy Rain' (cu.ft.) 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. / 24 Hr. Storm + "Heavy Rain") 280-108 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) 91,785 (CU. FT)
Total Required Permanent Storage
(Treatment + Sludge) 162,000 (CU. FT)
TOTAL REQUIREDVOLUME = 281893 (CU.FT.)
Mutphy Family Farms Engineefing P. 0. Box 759, Rose Hill NC 28458 [phone]

Grower: Donnell Kon'. ay, Jr. [phone]
Address: Route 1, Box 146
Mount Olive, INC 28365
Countv: Duplin
LAGOON DESIGN SUMMARY
Top of Dike Elevation
)esignea tsy:
Checked By:
Date:
Sheet 5
Emergency Spillway Crest Elevation - - - - - - - - - - - - - - - - - - -
Top of 25 yr/24 hr Storm Storage - - - - - - - - - - - - - - - - -
Top of "Heavy Rain" Storage - - - - - - - - - - - - - - - - - - -
Start Pump Elevation - - - - - - - - - - - - - - - - - - -
End Pump Elevation - - - - - - - - - - - - - - - - - - -
Top of Sludge Storage - - - - - - - - - - - - - - - - - - -
Seasonal High Watertable Elev. - - - - - - - - - - - - - - - - - - -
Finished Bottom Elevation - - - - - - - - - - - - - - - - - - -
Inside Top Length - - - - - - - - - - - - - - - - - - -
Inside Top Width - - - - - - - - - - - - - - - - - - -
Side Slopes - - - - - - - - - - - - - - - - - - -
Lagoon Surface Area - - - - - - - - - - - - - - - - - - -
Min. Liner Thickness (if required) - - - - - - - - - - - - - - - - - - - -
Freeboard Depth - - - - - - - - - - - - - - - - - - -
Temporary Storage Period - - - - - - - - - - - - - - - - - - -
Zone Depths:
JES
09/02/97
99.50 FT.
Not Applicable
98.50 FT.
Not Applicable
97.70 FT.
95.00 FT.
Not Applicable
93.50 FT.
89.00 FT.
Not Applicable
Not Applicable
3:1 H:V
44,973 SF
1.5 FT.
1. 00 FT.
180 Days
TOTAL DESIGN VOL.0 ME = 299663 (CU. FT.)
Treatment / Sludge Storage Zone Depth - - - - - - - - - 6.o FT.
Temporary Storage Zone Depth - - - - - - - - - - - 2.7 FT.
Freeboard / Storm Storage Zone Depth - - - - - - - - - - - 1.s FT.
Total Lagoon Depth - - - - - - - - - - - 10.5 FT.
Murohv Famflv Farms EnaineeMw P. 0. Box 759. Rose Hill NC 28456
[phone]

Grower: Donnell Kornegay, Jr.
Address: Route 1, Box 146
Mount Olive, NC 28365
Countv: Duolin
STRT PM P E L. = 97.70
END PMP EL. = 95.00
Checked By:
Dafte:
ZONE ELEVATIONS
TOP OF DIKE ELEV = 99.50
TOP OF STORM ELEV = 98.50
TOP OF TEMP STORAGE ELEV = 97.70
TOP OF TREAT ELEV = 95.00 1 SHWr 93.50
FINISHED BOTTOM ELEV = 89.00
JWR
JES
09/02/97
1 .
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Grower: Donnell K .-gay, Jr. [phone]
Address: Route 1, Box 146
Mount Olive, NC 28365
Countv: Duolin
Checked By:
Date:
Sheet 7
JES
09/02/97
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation'Service PRACTICE STANDARD 359— WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan .
CAR�;,
ts
D E S I G N E D:
1916 SEAL
DATE:
3973
01 K�V
COMMENTS: The lagoon has been design
Actual contour areas taken from the lagoon design are used to calculate
the surface area and storage volume characteristics of the lagoon.
This aeproach insures that rainfall capture on the lagoon is fully
accounted for and that storage volumes calculated represent actual
conditions regardless of the shape.
Family Farms Engineering P.O. Box 759, Rose Hill NC 28458
[phone]

GROWER: Donnell Kofl—ray,Jr. [phone] '_7 DESIGNED BY: JWR
ADDRESS: Route 1, Box 146 CHECKED BY: JES
Mount Olive, NC 28365 DATE: 09/02/97
COUNTY: Duplin SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage),and 180 days of
temporary storage. The time required for the planned fluid level (pen-nanent and
temporary storage) to be reached may vary due to site conditions, weather, flushing
operations, and the amount of fresh water added to the system.
The designed temporary storage consists of 180 days of temporary storage for:
(1) manure production of animals, (2) excess fresh water storage, (3) rainfall in
excess of evaporation, (4) storage for the 25 year / 24 hour storm for the location,
(5) and, if applicable, an additional "heavy rainu storage volume for chronic rainfall
events. Allocation for any additional fresh water usage is also included in the
temporary storage. The volume of waste generated from a given number of animals
will be fairly constant throughout the year, but excess rainfall will vary from year to year.
The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but
this storage volume must always be available.
A staff gauge must be installed in the lagoon that indicates -the start pumping and stop
pumping levels. The start pumpirig level is the maxium liquid level under normal operating
conditions. The stop pumping level is the minimum liquid level under normal
operation to maintain required treatment volume and depth. Pumping can be started
and stopped anywhere between these two elevations for operating convenience as site
conditions permit, such ' as weather, soils, crop, and equipment in order to apply waste
without runoff or leaching, However, it is recommended that the lagoon be kept
pumped down as much as possible.
Land application of wastewater is recognized as an acceptable method of disposal.
Methods of application include solid set, center pivot, guns, and traveling guns, Care
should be taken when applying waste to prevent damage to crops or runoff to surface
waters.
The following items are to be carried out:
1 - It is required that,the treatment lagoon be precharged to one—half the treatent volume
or as otherwise specified on the lagoon design drawings before wastes are introduced.
The purpose is to prevent excessive odors during start—up. Precharging reduces the
concentration of the initial waste entering the lagoon thereby reducing odors. Solids should
be covered with eff luent at all times. When precharging is complete, flush buildings with
recycled lagoon liquid. Fresh water should not be used for flushing after initial filling.
2. The attached Waste Utilization Plan shall be followed. The plan recommends
sampling and testing of waste before land application.
Mumhv Familv Farms Encineerina P. 0. Box 759. Rose Hill NC 28458
f910) 289-2111

GROWER: Donnell Kori..gay, Jr. [phone] DESIGNED BY: — JWR
ADDRESS: Route 1, Box 146 CHECKED BY: JES
Mount Olive, NC 28365 DATE: 09/02/97
COUNTY: Duolin SHEET 2 OF 2
3. Begin temporary storage pump —out of the lagoon when the fluid level reaches the
elevation 97.70 as marked by the staff gauge. Stop pump —out when the fluid level
reaches elevation 95.00. This temporary storage, less 25 year / 24 hour storm,
contains 100670 cubic feet or 753015 gallons.
4.1 The recommended maximum amount to apply per irrigation is one (1) inch and the
recommended maximum application rate is 0.3 inches per hour. Refer to the waste
utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed
annually. Vegetation should be fertilized as needed to maintain a vigorous stand.
6. Repair any eroded or damaged.areas and establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well. Wasteshall
be applied in a manner such that waste will not reach other property or public
rights —of —way.
9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters
of the United States. Waste shall not be discharged into surface waters, drainageways,
or wetlands by either discharge or by over —spraying. The Department of Environment,
Health, and Natural Resources, Division of Water Quality, has the responsiblilty for
enforcing this law.
Murphy Family Farms Engineering A 0. Box 759, Rose Hill NG 28458 (910) 289�21 11

GROWER: Donnell K&,._;ayJr. [phone] IGNED BY77W_�
ADDRESS: Route 1, Box 146 CHECKED BY:' JES
Mount Olive, NC 28365 DATE: 09/02/97
COUNTY: Duolin SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be cleared of
trees, logs, stumps, roots, brush, boulders, sod, and rubbish. Satisfactory disposition
will be made of all debris. The topsoil from the lagoon and pad area should be stripped
and stockpiled for use on the dike and pad areas. After stripping, the foundation area
of the lagoon embankment and building pad shall be thoroughly loosened prior to placing
the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT
The completed excavation and earthfill shall conform to the lines, grades, and elevations
shown on the plans. Earthfill material shall be free of material such as sod, roots, frozen
soil, stones over 6 inches in diameter, and other objectionable material. To the extent they
are suitable, excavated material may be used as fill. The fill shall be brought up in
approximately horizontal layers not to exceed 9 inches in thickness when loose and prior
to compaction. Each layer will be compacted by complete coverage with the hauling and
spreading equipment or standard tamping roller or equivalent method. Compaction will
be considered adequate when fill material is observed to consolidate to the point that
settlement is not readily detectable. NOTE THE SPECIAL REQUIREMENTS FOR
PLACEMENT OF LINERS IN THE LINER SECTION OFTHIS SPECIFICATION.
The embankment of the lagoon shall be installed using the more impervious materials from
the required excavations. Construction of fill heights shall include 5 percent for settlement,
Dikes over 15 feet in height with an impoundment capacity of 10 acre—feet or more fall
under the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept. of
Environment, Health and Natural Resources, Land Quality Section, The height is defined
as the difference in elevation from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive erosion and
sedimentation.
LINER:
THE MINIMUM REQUIRED CLAY LINER THICKNESS SHALL BE 1.5 FT.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN. INDICATED ON THE
DRAWINGS OR WHEN MATERIAL IS ENCOUNTERED DUR!.NG CONSTRUCTION THAT
WILL NOT PROVIDE THE PERMEABILITY LIMITS AS -STATED LATER IN THIS SECTION.
SUCH MATERIAL IS CONSIDERED UNSUITABLE WITH PESPECT TO LINING. —A TYPICAL
CROSS SECTION OF THE LINER IS INCLUDED IN THE DRAWINGS WHEN. LINERS
ARE REQUIRED.
Mufphy Family Farms Engineering P. 0. Box 759, Rose Hill NC 28458 � [phone]

GROWER: Donnell Korhugay, Jr. [phone] DESIGNED BY: JWR
ADDRESS: Route 1, Box 146 CHECKED BY: JES
Mount Olive, NC 28365 DATE: 09/02197
COUNTY: Duolin SHEET 2 OF 3
When areas of unsuitable material are encountered, they will be overexcavated below
finish grade to the specified depth as measured perpendicular to the finish grade. The
foundation shall be backfilled as specified to grade with a material approved by the
engineer or his representative..
REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS.
I
Soil liner material shall come from an approved borrow area. The minimum moisture
content of the liner material shall be optimum moisture content which relates to that
moisture content when the soil is kneaded in the hand it will form a ball which does not
readily separate. Water shall be added to borrow as necessary to insure proper moisture
content during placement of the liner. The moisture content of the liner material shall not
be less than optimum moisture content during placement. The maximum moisture
content relates to the soil material being too wet for efficient use of hauling equipment and
proper compaction. Proper compaction of the liner includes placement in 9 inch lifts and
compacted to at least 95 percent of the Standard Proctor Maximum Dry Density
(ASTM D698) of the liner material. When smooth or hard, the previous lift shall be scarlified
and moistened as needed before placement of the next lift.
The single most important factor affecting the overall compacted permeability of a clay
liner, other than the type of clay used for the liner, is the efficient construction processing
of the compacted liner. The sequence of equipment in an established pattern helps
assure uniformity in the entire placement and compaction process. For most clay soils, a
tamping or sheepsfoot roller is the preferred type of compaction equipment.
In accordance with NRCS South National Technical Center (SNTC) Technical Note 716
(revised September 1993) the maximum allowable specific discharge of the liner is
1.0 x 10-5 cm/sec. This specific discharge is dependant on the permeability of the
liner material, the liner thickness, and the hydrostatic pressure on the liner. With the
minimum required liner thickness stated earlier and the maximum liquid depth in the
lagoon, the maximum permeability of the compacted liner is 1.25 x 10-6cm/sec. Upon
completion of the liner, undisturbed samples will be taken and tested for actual
permeability. Any permeability tests indicating a higher permeability than stated above
will be considered as failing. Failing tests will require recompaction of the liner material
and retesting.
For lagoons being built in soils which do not require clay lining the same permeability
requirements apply as for clay liners and testing of the in— situ material will be conducted.
During the excavation process, soils at the excavated surface are loosened as adjacent
material is being removed. As a result, the permeability of these surface soils is increased.
To insure proper compaction and minimum -soil permeability, when lagoon excavation is
complete the inner side slopes and bottom shall be roiled thoroughly prior to testing.
Mutphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 [phone]

ZNROWER: Donnell Ko&,wgay, Jr. ?919) 658-3430 DESIGNED BY: JWR
ADDRESS: Route 1, Box 146 CHECKED BY: JES
Mount Olive, NC 28365 DATE: 09/02/97
The soil liner shall be protected from scour produced by the discharge from waste outlet
pipes. This can be done by using some type of energy dissipator: concrete flumes,
concrete blocks laid tightly together, or using flexible pipe outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant. When these are
specified, additional construction specifications are included with this Construction
Specification or are shown on the drawings.
CUTOFFTRENCH:
A cutoff trench shall be constructed under the embankment area when called for in the
notes on the drawings or as shown on a typical cross section on the drawings. The final
dimensions of the cutoff trench shall be determined by observation of the foundation
materials during construction.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded to the
planned type of vegetation as soon as possible after construction according to the
seeding specifications. Topsoil, ifavailable on site should be placed on areas of the dike
and pad to be seeded. Temporary seeding or mulch shall be used if recommended
permanent vegetation is out of season dates for seeding. Permanent vegetation should
be established as soon as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS:
An observation trench shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain tile lines are present in the
lagoon area, The trench shall be dug to a �ninimurn depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side
slopes shall be 1:1 or flatter. Trench backfill shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When tile drains are encountered, the tile will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The tile trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are not removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or
his representative.
SAFETY AND HEALTH REQUIREMENTS:
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times during construction.
Murphy Fami�, Farms Engineeting A 0. Box 759, Rose Hill NC 28456 [phone]

GROWER: Donnell Kornwgay, Jr. [phone] =ESIGNED BY:
ADDRESS: Route 1, Box 146 CHECKED BY:
Mount Olive, NC 28365 DATE:
COUNTY: Duplin SHEET
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
120 LBS. FESCUE.GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
JES
09/02/97
OF I
60 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
200 LBS. HULLED.COMMON BERMUDA GRASS AT 100 LBSJACRE
(SUITED FOR -MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
20 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBSJACRE
SEEDING DATES: JANUARY 1 TO MARC.H. 30
80 LBS. RYE GRASS AT 40 LBSJACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
2000 LBS. OF 10— 10— 10 FERTILIZER (1000 LBS./ACRE)
4 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH
SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR SIMILAR
DEVICE. APPLY MULCH AND SECURE WITH AN ANCHORING TOOL OR NETTING.
Mijmhv Famitv Farm-g Fneyinanarina F 0- Re5y 715Q Rmca 14fil Air.' 9RdSA
N 10) 980 — 2111

GROWER: Donnell Korrogay, Jr. [phone] DESIGNED BY: JWR
ADDRESS: Route 1, Box 146 CHECKED BY: JES
Mount Olive, NC 28365 DATE: 09/02/97
COUNTY: DUDIin SHEET 1 OF 2
Emernency Action Plan
Using this outline as guidance, you should develop a specific emergency action plan for your
waste handling system.. This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should NOT wait.until wastes
reach surface water or leave your property to consider that you have a problem. You should
make every effort to ensure that this does not happen. This plan should be available to all
employees at the facility, as accidents, leaks, and breaks could happen at any time. Your
plan should follow this format:
1. Stop the release of wastes. Dependihg on the situation, this may or may not be
possible. Suggested responses to problems are listed below:
A. Lagoon overflow —possible solutions are:
add soil to berm to temporarily increase elevation of dam —any permanent
alteration of the dam should be approved by a qualified professional engineer
or qualified technical specialist
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waters) --hold waste in house if possible
call a pumping contractor
make sure no surface water is entering lagoon
NOTE: The above listed activities should be started when your lagoon level has exceeded
the temporary storage level.
B. Runoff from waste application field —actions include:
immediately stop waste application
create a temporary diversion or berm to contain the waste on the field
incorporate waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and sprinklers— actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— close valves to eliminate further discharge
— separate pipes to create an air gap and stop flow
flush system, houses, solids separators —actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— make sure no siphon effect has been created
— separate pipes to create an air gap and stop flow
D, Leakage from base or sidewall of lagoon. Often these are seepage as opposed to
flowing leaks —possible action*:
clig a small well or ditch to catch all seepage; put in a submersible
pump, and pump back -into lagoon
if holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clayey soil
other holes may be likewise temporarily plug
. ged with clay soil
Mufphy Family Farms Engineering P. 0. Box 759, Rose Hill NC 284,58 [phone]

GROWER: Donnell Kom%-,gay, Jr. [phone] DESIGNED BY: JWR
ADDRESS: Route 1, Box 146 CHECKED BY: JES
Mount Olive, NC 28365 DATE: 09/02/97
COUNTY: Duplin SHEET 2 OF 2 -
*Lagoon problems require the consultation of an individual experienced in the
design and construction of lagoons for permanent repair measures.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies.
A. During normal business hours, call your DWO regional office, at 9107-395-3900
after hours, emergency number: 910-733-3942. Your phone call should
include: your name, name and exact location of facility, telephone number,
the details of incident from item 2 above, and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have been undertaken, and the seriousness of the situation.
B. If spill leaves, or is likely to leave, property or enters surface waters, call
local emergency management service (EMS) at 910-296-2160.
C. Instruct EMS to contact local Health Department.
D. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-2§6-2121 for advice/technical assistance. The
Extension Service can be reached 910-296-2143 for advice/technical assistance.
E. Contact Murphy Family Farms Land and Nutrient Management Department at 910-
289-2111 for advice/technical assistance.
4. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
DUPLIN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 458, KENANSVILLE, NC 28349
910-296-2143
DUPLIN COUNTY SOIL AND WATER CONSERVATION DISTRICT
NATURAL RESOURCES CONSERVATION SERVICE
PO BOX 277, KENANSVILLE, NC 28349
910-296-2121
DUPLIN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 909, KENANSVILL� NC 28349
910-296-2160
DIVISION OF WATER QUALITY
127 CARDINAL DRIVE EXT
WILMINGTON, NC 28405 — 3845
910-395-3900
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 [phone]

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A,"' aal Waste Management Plan (- ..tification
(Please type or print &U information that does not rtq�ire a signature)
Qeneraj Information:
Name of Farm:KC2F,� rPg'&&A Facility No: 5?Z3
Owner(s) Name: ' Phone. No C91 q) C. 34_?6
L>e:,&jJ F.-LL 0. -10-.
Mailing Address: 9r. MgRt!T_CLt, xJC Z&3re!;
Farm Location: County Farm is located in: LWL40
Fourteen Digit Hydrologic'Unit:
Latitude and Longitude: p r7 77& Integrator: pAu2$!tH_Fwt 4_&gA4$
Please attach a copy of a county road map with location identified and describe below (13e specific:
road names, directions, mflepost, etc.): FmPA -KqE6Lb,"gyjt4,r,_ Thx*- )JC 9pj t-1 F69: 9 mi LOLS 4%JD TL*r.-S
Le-vT SV 15>1 CW=v,_P#jj> Covlzzm fcow— Uv;,r- A-r WaobLAJP Cquem U 150it,
jzn� co-o -S.,S
vAtL," A&ju Twrx,0
7-jegr ehliz> S&:Sg e,74 emT %W6
n4 Le 0
T
eW%4*_WXe_ 04
O.Wration Description:
Type of Swine
No of Anb�als
Type of Poulby No of Anbnals
Type of Cante IVO of An ima Is
0 Wean to Feeder
OLayer
ODairy
'%,Feeder to Finish
ICK0
0 Pullets
0BCcf
0 FaFow to Wean
.
0 Farrow to Feeder
0 Farrow to Finish
Other Type of Livestock�:
Number of Animals:
() Gilts
0 Boars
Acreage Available for Application: Required Acreage:
Number of Lagoons/Storage Ponds: Total Capacity: —'lC> Cubic Feet (0)
Are subsurface drains present on the farm: YES or NO (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
Owner/Manager Agreement
l(we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and maintenance
procedures established in the approved animal waste management plan for the farm named above and will implement these procedures. I (we)
know that any expan�ion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a
new certification to be submitted to the Division of Environmental Management before the new animals are stocked. I (we) understand that there
must be no discharge of animal waste from the storage or application system to surface waters of the state either directly through a man-made
conveyance or from a storm event less severe than the 25-year, 24-hour storm and them must not be run-off from the appfication of animal
waste. I (we) understand that run-off of pollutants from lounging and heavy use arcas must be minirnized using technical standards developed by
the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the office of the local Soil and Water
Conservation District. I (wc) know that modification must be approved by a technical speciaList and submitted to the Soil ar?.d Water Conservation
District prior to implementation. A change in land ownership requires w-ritten notification to DEM or a new certification (if the approved plan is
changed) within 60 days of a title transrer.
Name, of I
Signature:
D a t e: Z. L 6 �2_
Name of Manager (if differenffro�n ow�r):
Signature: Date:
AWC -- August 1, 1997 1

Technical Specialist Certi( ation
L As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to ISA
NCAC 6F .0005. 1 certify that the animal waste management system for the farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Environmental Management (DENO as
specified in 15A NCAC 2H.0217 and the USDA -Natural Resources Conservation Service (NRCS) ana/or the North Carolina.
Soil and Water Conservation Commission pursuant to ISA NCAC 2H.0217 and ISA NCAC 6F .0001-.0005. no following
elements are included in the plan as applicable. While each category designates a technical specialist who may sign each
certification (SD, SI, WUP, RCJ) the technical specialist should only certify parts for which they are technically competent.
11. Certification of Design
A) C
_Cgollection, Storage, TCeatment Snterri
Check the appropriate box
Existing facility without retrofit (SD of YrUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization requirements.
XNew, exRanded or -retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds, have
'been designed to meet or exceed the minimum standards and specifications.
VIFI*.4 4k*MWW irly JAM65 E. STaULAwr F. Fl�
.F
Name of Technical Specialist (Please Print) J.
j
Affiliation:
�Mw V7�-M 'F jN g4,As
Date, Work Co4et
Address(Agency) pm BOr- -7 59 9!:I� dILA-, IJC W44hone
No 4 9 8 5
Signature: Xj,,. e�
Date:
4/7
'7,1 L I
B) Land Application Site OEM
Ile plan provides for minimum separation (buffers); adequate amount of land for waste utilization; chosen crop is
suitable for waste management; hydraulic and nutrient loading rates.
Name of Technical Specialist (Pleas.e Print):
Affiliation:
5
Date Work Completed:
Address'(Agency):fb.5,,,
I '751,VDAI jlu�,Ljc Tj?g-45
Phone. No:
COO) zq�
Signature:
Date: I
Q Runoff Cgntrols from Exterior Uts
Check the appropriate box
Facility without exterior lots (SD or ATUP or RC)
This facility does not contain any exterior lots.
Facility with exterior lots (RC)
Methods to minimize therun off of pollutants from lounging and heavy use are -as have be6n designed in accordance
with technical standards developed by NRCS. I'tO110011',
Name of Technical Specialist (Please Print): J.
Y -
Affiliation: mfF Date Work ComRiet4" Mkl.
Address (Agency):
.,6,5 -7 - No
--L Jrc Ze Phone
V
Signature: Date: A L
L 2/1 -Ik Ip. _ - "I, ��
AWC - August 1. t997

D) APPlicatiOn and Handling( Apmen
Check the Appropriate box
F-xisting or ex0anding facility with existing waste 11212lication MuiRmmt (M(UP or 1)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in accordance
with existing design charts and tables and is able to apply waste as necessary to accommodate the waste management
plan: (existing application equipment can cover the area required by the plan at rates not to exceed either the
specified hydraulic or nutrient loading rates, a schedule for tinting of application has been established; required buffers
can be maintained and calibration and adjustment guidance are co6tained as part of the plan).
Liew, expanded, or existing facility without existing waste application gquipment for gVray irriiation (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the plan at
rates not to exceed either the specified hydraulic or nutrient loading rates: a schedule for tinting of applications has
been established; -required buffers can be maintained; calibration and adjustment guidance are contained as part of the
plan).
New.expanded.or existing facility without existing waste application equipment for land spreadin-g-not-usin-R-spray
irrigation. (W`LJP or 1)
Animal waste application equipment specified in the plan has been selectod to apply waste as necessary to
accommodate the waste management plan; (proposed qpplication equipment ran cover the area required by the plan at
rates not to exceed either the specified hydraulic or nutrient loading rates; a ic-hedule for timing of applicaions has
been established: required buffers can be maintained; calibration and adjustment guidance are contained as part of the
plan).
Name of Technical Specialist (Please Print): lkaLF
Affiliation: �Af:-f: Date Work Completed:
Address(Agency): pC).FW -75q Phone N
4 C zg A!kE2
Signature: Date:
E) Odor Control, Insect Fqfftfol, Mortaft±*ranagernent and EMergency Action Plan (SD.SI,WUP,RC,or 11
Ile waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect ' Control
Checklist, a Mortaility Management Checklist and an Emergency Action Plan. Sources of both odors and insects have
been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best Management
Practices to Control Insects have been selected and included in the waste management plan.'*th'W6'49
Mananeement Plan and the EmerRency Action Plan are comolete and can be imt)lement0&QMfSQiCai'0V."',
Name of Technical Specialist (Please Print): -0�-.Ve-V.Ssi --1
Affiliation: Date Work 'CorB�plqe�: SE.�L ". ) - �: I
Address (Agency): .7
Signature:
Date:
WIN
� — V..- '
L V 10,11
1411111413"1
The following signature block is only to be used for n , ew or expan&ng swine farms that begin construction after June
21, 1996. If the facility was built before June2l, 1996, when was it constructed or last expanded_. l(we)
certify that [(we) have attempted to contact by certified mail all adjoining property owners and all property owners
who own property located across a public road, street or highway from this new or expanding swine farm. The notice
was in compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners
notified is attached.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date:
AWC — August 1. 1997

Certifi6ation ("Installation
A) Collecti. tome, Tro t Installation
New, expanded or -retrofitted -facility (Sl)
Animal waste storage and treatment structures such as but not limited to lagoons and ponds, have been installed in
accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retrofits, no certification is nwxssary. 118JIfIll
eMVIAJ6, 00
AN .. A a —
T1 %drill -0,
Name of TechiLical Specialist (Please Print)-j. ?4Z
erLt-�Ca-, 17- lee, e, 'Es S %
Affiliation: Date Work Cj;rn�XdV6JLJ,57rJ
Z
Address(Agency): Phone No.: 0V I
-70) P056 41 LL A 1c Sig 4�w
Signature:
L
1111114m,14
B) Land Application Sit (VVUP)
Check the appropriate box
(-Y� The cro'pping system is in place on all land as specified in the animal waste management plan.
Conditional Approval: all required land as specified in the plan is cleared for planting; the cropping system as
specified in the waste utilization plan has not been established and the owner has committed to established the
vegetation as specified in the plan by (month/day/year); the proposed cover crop is appropriate for
compliance with the waste utilization plan.
Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared land within 30 days of
this certification, the owner has conunitted to establish an interim crop for erosion control;
Name of Techuical Specialist(Please Print):
Afffliation: Date Work Completed:
Address(Agency): 17/) Phone No.:
I C/ - 41 U-, Z04s6
Signature: 1:, � � P—,:7 Date:
N I L1-J
This following signature block is only to be used when the box for conditional approval in EELB above has been checked.
I (we) certify that I (we) have committed to Lmtablish the cropping system as specified in my (our) waste utilization plan, and if
appropriate to establish the interim crop for erosion control, and will submit to DEM a verification of completion from a
Technical Specialist within 15 calendar days following the date specifed in the conditional certification. I (we) realize that
failure to submit th.is verification is a violation of the waste management plan and will subject me (us) to an enforcement action
from DEM.
Name of Land Owner:
Signature: Date:
Name of Manger (if different from owner):
Signature: Date:
AWC — August 1, 1997 4

Rurioff Controls from E -or J&ts (RQ
Facility with exteriot -S
Methods to minimize the run off of pollutants from lounging and heavy use aren have bow installed as specified in
the plan.
For facilities without exterior lots. no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation- Date Work Completed:
Address(Agency): Phone No.:
Signature: Date:
D) Avulication and Handling Equipment Installation (WUP or 1)
Check the appropriate block
Animal waste application and handling equipment specified in the plan is on site and ready for use; calibration and
adjustment materials have been provided to the owners and are contained as part of the plan.
Animal waste application and handling equipment specified in the plan has not been installed but the owner has
proposed leasing or third party application and has provided a signed contract; equipment specified in the contract
agrees with the. requirements of the plan; required buffers can be maintained, calibration and adjustment guidance have
been provided to the owners and are contained as part of the plan.
Conditional approval: Animal w te app i tion and handling equipment specified in the plan has been purchased
5� 94F
and will be on site and installed b �174 (month/d2y/year); there is adequate storage to
hold the waste until the equipment is insiall�d and until the waste can be land applied in accordance with cropping
system contained in the plan; and 6alibration and adjustment guidance have been provided to the owners and are
contained as part of the plan.
Name of Technical Specialist (Please Print): 6q,
Affiliati6n: Date Work Completed-
Address(Agency): P hone No.: 2499 -2111
Signature: Date:
The folloyAng signature blog&ls only to-Rlsed when the box for conditional app�oval In III D above has been checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as specified in my
(our) waste management plan and will submit to DEM a verification of delivery and installation from a Technical Specialist
within 15 calendar days following the date specified in the conditional certification. I (we) realize that failure to submit this
verification is a violation of the waste management elan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner: - � / 4 e-,i 15 --y -'7r"-,'
Signature: Date:
4to Len!!MA' &�� "Z\ / �.2 41r1V Z
Name of Manager(if different frohrjow'dr): 17
Signature: Date:
E) Odor Control, Insect Control and Mortality Management (SQ,Sl,VkrUP,RC orf)
Methods to control odors and insects as specified in the Plan have been installed and are operatioqp�,,WM)mortality
management system is specified in the Plan his also been installed and is operational. � ,%% 'It %A C AP ^" '1,1, -'
w
Name of Technical Specialist (Please Print): r
J -AAF�J-- TDZ-e-Q
Affiliation: oFF Date Workr-o tu
Z IP'
Address (Agency) Phone No.:�
P-Or- 751, A Lci AJC 7JA
LSignature Date:
AWC -- Aufjst 1, 1997-

Please return the completed form to the Division of Water Quality at the
following address:
Departirnent of Environment, Health, and Natural Resources
Division or Water Quality
Water Quality Section, Compliance Group
P.O. BOX 29535
Raleigh, NC. 27626-0535
Please also remember to submit a copy or this form along with the complete Animal Waste MLvWeFnent Plan to the
local Soil and Water Conservation District Office and to keep a copy in your riles with your Animal Waste Management
Plan.
AWC — August 1. 1997 6

EXHIBIT D-1
IRIUGATION SYSTEM DESIGN PARAMETE RS
Landowner/Operator Name: Kor,,C�'" U-r, County:
Address: dVrl—P-4,
Aj,e-. -�vy,4r, Date: I I
:�z
Telephone: 6 -5"Ia
TABLE I - Field Specifications
Field'
Number.
Approximate
Maxiinuin
Uscable Size
of FLeld2
(ncre3)
Soil Type
Slope
(6/6)
Crop(s)
Maximum
Appllemition
Rat.3
(UO3r)
maximuni
Application
per Irt1gallon
CYCIC3-
(tOCILCS)
CWWITEFUS
-7.
r r, ke.-I e^
!kvl
7�
10�,r,,�d, Rsfur,
.-7S—
IS ce altachcd map.
2Total field acreage minus required buffer areas.
3Refer to N. C. Irrigation Guide, Field Office Teclinical Guide, Section 11 G. Ajuival application must not exceed the agronomic rates for die soil and crop used
NRCS, NC
FJNE. 1996
A
M
0
M
MM

EXH]BrT D-2
TABLE 2 - Traveling Irrigation Gun Settings
Make, Model and Type of Equipment: -t ::r -it- 6o5---j-r m--k g qjr
aLbs io3o
Field Not Travel
and Speed
Hydrant No2 (fvmin) 1
Application
Rate
(Whr) 1
TRAVELLANE
Effective Effective
Width (fl) I-engill (fl)
Wetted
Diameter
(feet)
EQUIPMENT SETTINGS
Nozzle Operating Operating
Diameter Pressure Pressure Are
(inches) Gun (psi) A Reel (psi) Paticm]l
Comilicnis
1A0
q3V
.3,90
r I/
lel�r�n
60
19
(��o
9
160
q-19
A 0.0
.1) 7
41 15
1
3q I
�'Oc>
q15
�i?c
!L57 rl"e--j
/1
-91
I
4L A'-s
.-3q
-7 31
zipo
R7
'3�
-31 71 Ck
A-� L il"?
I <
#490
aelo
-I fr-'"
(20
Iq
-%�
1,90 �"-e 5
a-9
40
N<*)O
Iwo
KA1,
645
Zn6o
1, 1.)
a,3
qc>
DIS
also
60
.93
q
130
-1 JZ
I See attached map.
2Show separate entries for each hydrant location in each field.
3USe the following abbreviations for various are pattems: F (full circle), TQ (three quarters). TT (two thirds). H (haircircle), T (one third), Q (one quarter).
May also use degrees of arc.
NRCS, NC
JUNE, 1996

EXHIBrr D-3
TABLE 3 - Solid Set Irrigntion Gun Settings
Make, Model and Type of Equipment:
Field Nol-
and Number of
Line No2 Hydrants
Wetted
Diameter
(feet)
Hydrant Spuclng (ft)
Along Between
Pipeline Pipelines
Application
Rate
(In/hr)_
OPERATING PARAMETERS
Nozzle Operating Operating
Diameter Pressure . Tlme
(inches) na Gun (psi) @ Hydrant (h6
Comments
-1
t
I See attached map,
2SIiGw separate entries for each pipeline with hydrants in each field.
NRCS, NC
JUNE. 19 96

TABLE 4 - Irrigation System Specifications
Traveling
Irrigation Guri
Solid Set
Irri allon
Flow Rate of Sprinkler (gpkn)
W3 e--'�
perating Pressure at Pump (psi)
10's
Deslgn Pre'cipitation Rate (intfir)
5-1 3
1105C Length (feet)
I/ /
9&�
xxxxxxxx
Type of Speed Compensation
xxxx xxxx
Pump Type (PTO, Engine, Electric)
Pump Power Requirement (hl ))
I
TABLE 5 - Thrust Block Speci ficat lolls
Designer may provide dirtist. block details on separate sheet.
LOCATION
THRUST BLOCK
AREA (sq. ft.)
900 Bend
Dead End
Tee
ISee USDA-NRCS Field Office Teclwical Guide, Section IV, Practice Code 430-DD.
EXHMrr DA
NRCS, NC
JUNE, 1996

E)OMIT D-5
Name: Y
Company:
Address: P,01 Ai;,,,,
plione..
2-11rL
IR,EIGATION SYSTEM DESIGNER
RE QUIRED DOCUMENTATION
'nie following details of design and materials must accompany all irrigation designs:
I . A scale drawing of the proposed irrigation system which includes hydrant locations. travel lanes. pipeline roules. thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3, Computations used to determine all mainline and lateral pipe sizes.
4. -Sources and/or calculations used for detennining application rates.
5. Computations used to detennine the size of thrust blocks and illustrations of all thrust block configurations required in (lie system.
6. Manufacturer's specifications for the irrigation punip. traveler and sprink-ler(s),
7, Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for Irrigation Water Conveyance.
N.C. Field Office Teclinical Guide, Section IV, Practice Code 430-DD.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and address them as
appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankmenis without the approval of the designer.
NOTE: A buffer strip feet wide or wider must be maintained bet-ween the Iiinits of (lie inigation system and all perennial
streams and surface waters per NC Statutes.
NRCS, NC
JUNE, 1996

DESIGN AND INSTALLATION OVERVIEW
This irrigation system is designed with six inch, Class 200 PVC gasket pipe and schedule
80 fittings. The system is designed to accommodate the flow velocities, flow rates and
the pressure requirements associated with the Hobbs 1030 and Cadman 3000 Travellers.
Air vents and thrust blocks are to 66 installed as indicated on the drawings. Air vents will
consist of using a 6" x 2" saddle with a 2" galvanized threaded pipe and an AV 150. The
thrust block areas have been calculated and are listed on Exhibit D-4 in the plan. The
design of this system requires the use of a.97" ring nozzle in the gun(s). Each pull has a
specific.arc setting and travel speed which must be used to achieve the desired
application. This information is given in detail on page 2 of this design. - A detail of the
hydrant design is also included and specifies the type and'size of fittings. All pipe shall
be installed with a minimum of 30" of cover and shall be backfilled in no less than three
passes, leaving enough soil material above original grade to allow for settling.
SYSTEM START-UP AND OPERATION
When setting up the reel, make sure it is level and the stabilizer legs are down and
secured. Engage the brake, then disengage the transmission. Pull out hose at a speed not
to exceed 3 mph. Engage transmission before disengaging the brake. Prime the pump
and start engine at idle. Operate engine in a manner not to exceed 50 psi until a'solid
stream of water is exiting the gun, air is out of line and pressure is slowly building on the
gauge. Increase rpm's slowly until desired'pressure is achieved. Set all "Murphy" safety
switches to insure immediate shutdown of system if a problem occurs. Also, set the timer
to shut off pump at the time a run will be completed -- but, make it a practice to idle the
system down instead of relying on the safety timer. 'Check all safety switches on the reel
after eac-Ti-start-up to insure proper operation. Read and review the manufacturers
operator manuals for additional details on start-up procedures. Grower should walk the
:�ntire pipeline periodically to check for leaks or potential problems.
WINTERIZATION
Disconnect both ends of all flexible hoses at the pump and the traveller. Remove drain
plug from gun cart and pull out hose at least half way to purge enough water to protect
from freezing. Wind hose back onto reel and replace drain plug.

- - :;-_
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BERKELEY PUMPS
�r.l BERKELEV'�, TYPE "B" RATING CURVES
- -1
(EDO ENGINE DRIVE
500
450
4W
t! 350
300
z
R
a
4 250
z
200
vi
loo
50
wein
CURVE 4117
DATE 8-17-81
PAGE 4.01
SUPERSEDES
Curve 4117 Ps e 4.01
Dated 5- 1 -79
ca".1 maww C. 1. POL — L- 1536 M-ckka- L-1536 YARIOUS XF.M. — C)
k—.*. - mm-W C. I. Pm w.. L-1 5 39 M.01N� I-2AM Mi- 7—?/A- T.0 3 L. W Pl— ..I.
50
20
10
4
dc
0
TOSLI
CAPACITY IN U.S. GALLONSIPER MINUTI!
C-7052 aud" T-1645 C-7052 D.1.4 3-30-81 . D.I. '6-11-81 MODU B 4E YQB M
C~: filststW C-t. Pomme. L-1536 msc*Lw� L-1536 VAot i ous FLP.W. - c7c"o
6-p-ow usimw C.I. Partm- L-1698 wacftm� L-2634 — 17-7/8" Fut.L.
W. F,
MA -mum Womw— I'missufte 205 PSI
rul
45(
4(X
35C
30C
25C
z
20C
15C
loo
50
0
0!
w
10 3.
3�
0 ai
TOSLI
0 100 200 3W 400 500 600 700 8W 9W 1000 1100 1200 13W 1400 15CO
CAPACfTY IN U.S. GALLONS PIE-4 MINUTE
C-7551 o..e" T-5194 C-7551 0-1-o 3-30-81 6-11-81 MOD 4EYQRH�':
B1213

- . V
JOHN DEERE POWER UNIT
January 1, 1996
JDPU.WC
MODEL
NET CONTINUOUS HORSEPOWER
LOWEST
FUEL
CONSUMPTION
ENGINE SPEED, RPM
1600
1700
1800
1900
2000
2100
2200
2400
4039D
52
54
57
61
62
65
67
67
.357 @ 1800
4045D
58
61
64
66
67
71
71
74
.347 @ 1800
4039T
69
73
76
79
82
84
85
88
.340 0 1800
60590
76
80
84
87
90
93
96
100
.350 0 1800
4045T
81
84
88
90
92
93
94
96
.342 @ 1800
6068D
86
91
95
99
102
106
108
ill
.345 @ 1800
6059T
101
107
112
117
121
126
128
135
.336 0 1800
6068T
122
128
132
137
141
142
144
145
.344 @ 1800
6081T
158
164
170
170
170
170
170
---
.350 @ 1800
6081A-215
198
206
215
215
2 15
215
215
.332 @ 1600
6081A-235
218
226
235
235
235
235
235
---
.335 @ 1800
6101A
258
262
263
263
263
263
---
.334 @ 1600
6101H
288
295
302
305
305
305
.329 @ 1600
1. NET CONTINUOUS HORSEPOWER rating includes fan, air cleaner, and muffler,
if equipped.
2. LOWEST FUEL CONSUMPTION is in lb/hp-hr:
Gallons/hour = Actual hp x lb/hp-hr
7.076
3. DERATING:
N.A. engines ("D" suffix):
Temperature - 1.5%"Per 10OF above 77c' F;
Altitude -'3% per 1000 FT,
Turbocharged engines ("T", "A", & "H" suffix):
Temperature - 1/2% per 100 F above 770 F;
Altitude - 1/2% per 1000 FT
0
0

BIG GUNO PEIRIF'ORMANCE, TABLES
40 TRAJECTORY*� . ....
1f."_.vj&1Qq,-SERIES BIG GURS'-"""'�
TAPFA WIRF 11i FA ' H A UNIT_q
Noz to
GPM V DIA.
Nozzle
GPM 1.55, 01A,
Nozzle
GPM .6" 01A.
Nozzle
GPM .66" DW
Nozzle
GPM .7. DW
NoWe
GPM .75' CIA.
Nozzle
GPM'$" DIA.
Nozzle
GPM as I 61A.
Nozzle
GPM .91 DW
Nozzle
GPM 10. CIA.
_tLL_
40
47
191,
57
202'.
as
213'
78
2W
91
230'
103
240,r
118
25or
134
258:
152
262
50
50
205,
74
225,
07
23$'
100
245'
115
256
, 30
265,
1 so
273
1 65
280'
204 300,
SO
2W
__64
'69
.215'
2271
@1
240'
96
250'
110
M.
126
270' 1
143
260'
164
288'
182
295'
224 315,
70
.55
60
225:
75
238'
Be
2W
103
263'
.120
275'
136
283'
1 55
29S'
177
302'
197
310'
243 338'
so
84
235
79
248'
94
260:
110
273:
128
28Sr
146
296:
165
305:
189
314'
21D
3251
258 354'
0
66
245,
83
258,
100
270
11 7
203
35
295
1 55
306
1 75
315
201
326'
223
335'
27A 362,
100
72
255
67
foll
123
293,
14,
31�,
163
3 16
185
326
212
336'
3"
219 372
110 _
76 _ _265
92
0,
129
303
1
3
1 1 7
324'
'g,
335: 1
2,2
314'
1
355:
1 3,4 310' 1
SRI00. _ 11 1 .: -, *�v'ki—, `t7A -, ' ' ' - 44-1k i,' ' � Q' '1� ';; ?, . ., - i - -
7. J��W,
nel. 5
.4.. I ­1� t'�
Ring
GPM. 712" 01A.
Ring
GPM .71581 DIA.
Ring
812-
G PM' CIA.
GPM .817 DiA.
Ring
GPM' 895, CIA.
Ring
927-
GPM' DIA,
-I
60,
74 220:
22V
100 230'
115 240
129 2w" - '-
ISO 255'
60
81 235,
96 240:
11 0 245r
125 260'
141 270r
164 275'
_70
as 245
104 250
"a 260,
135 275'
152 -2W�, -
�.l 77 295'
so
94 255'
lit 265'
127 275,
145 266'
t63 300'
199 305'
.90,
99 2W'
7 .275'
134 285'1�;
154 295'
173 310
201 315'
0
10, 270:
24
142 1:
162 305
1 82 320'
212 325'
_;O
10
"a 275
13
1 49
170 W51
191
335'
il!R4 . dia . tine . ter — 611.1ftrow Js approximialely 3% less for the 211-traj4c�ory'angta,'G% Iejjf6ll�Ja.
L
"'111
�
,19;h,_qFR1Fq Win 240 ;TRAJECTORY** Ki ;w
4*o"m
0ir ,
IL
BORE NOZZLES - U.S. UNITS
PSA+
Nozzle
- 7"
GPM CIA.
Nozzle
V
GPM 01A.
Nozzle
" 9
GPM DIAm
Nozzle
1.01
GPM CIA.
Nozzle
1.11
Gpm CIA.
Nozzle
1.2-
GPM MAj
Nozzle
GPM DIA,
50
100
250'
130 2701.',­i
165 M.
205
310,
255
330'.,!,%,
"q: 3W
345:
350
360'
60
130
265'
143 285,
182 30V
225
325'
275
330
365
365
380'
70
120
260'
55 300;1�-.;
197 320'.'
245
340'
295
.346'
_W'
415
395,
80
128
M,
165 310,
210 335'
260
355'
315
375'
380
395'
"s
410'
go
las
3001
1 75 320��,;
.223 345-
275
365'
390'i-.L.�'
4
.405
410,
475
425'
143
310'
es 330,
235 355,
290
3 75'
35S
400�
425
420'
500
440'
,1,,110
150
320'
95. _340% ";.
247 365'
30 5
36S:
370
410'
'445
.465
4W
525
4501
120
157
330'__
204 350'_ 1
258 375'
320
395 _
I 385
420'
"0' _I
545
460'
?ItO R RjhG NOZZLES - U.S. UNITS
ps.j.
Ring
GPM' as-
CIA,
GPM'
Ring
97" CIA,
Ring
GPM IrOe"
01A.
Ring
GPM 1.18,
DIA.
Rii n
GPM 'p
CIA,
Ring
GPM 124"
OIA
Ring
GPM
0 �A,
so
100
245'
130.
�V_ 285'.
165
285'
206
255
320'
300
335'
350,
60
110.
260,
143
280'
182
3DO'
225
315,
275
3,35'
330
350,
385
365'
.1.70
120
2701
155
290'
197
310,
245
330'
295
350,
355
365,
415
380,
so
128
290,
166
am,
21G
320'
260
340'
315
360'
380
300-
&AS
395'
.13$
2W
17S
21101
223
330'
275
Ws
370'.
405
390'
475
405'
1 00
143
300:
1 e5,,
320'
235
340'
290
360'
355
380'
425
400'
500
4125,
110
1 50
310
195
.'.1.211-1.3w,_,!�3
1'247 ,
350-
305
370'
370
390'
445
410'
$25
4 51
120
157
31. 5'
204
335,
1 258
360'
1 320
380'
385
400'
465
420'
5A5
435'
LmrAnair or UWVW 13 appf(?Xlmatejy ift less for the Wi � IrD)OCIOry angle.
SERIES BIG GUNS 27* TRAJECTORY'!
AAPER BORE NOZZLES - U.S. UNITS
n.
%
Nozzle
I rQ5 .
GPM 0 A.
Nozzle
1. 1"
I GPM DIA,
Nozzle
1.2"
GPM DIA.
Nozzle
1.3'
GPM DI&
Nozzle
.4'.
GPMI CIA.
Nozzle
.5.
GPM1 CIA.
Nozzle
IV
GPM DIA,
Nozz�e
175
GPM CIA.
GPM DIA.
250
345
285
355 -
330 37.5 -
385
390'
445
410'
5tS
-30:
585
445'
695
470:
825
495,
70
270
360
310
360,
355 395'
41$
00'
480
430'
555
450
63C
465'
755
495
390
515,
so
290
375'
330
395:
380 410,
445
430'
$is
450�
SW
470:
675
485�
805
515,
Ii!D
S35'
90
310
3EW
350
410
405 Q5'
475'
4A5'
545
465
625
485
715
505,
855
$35'
"03
555,
100
325
400
370
4201
425 440'
500
46C'
575
4801
660
500'
755
629'
goo
55W
1060
575'
Ila
340
410
390
43o,
445 450'
525
470'
605
A95'
695
515,
700
53$1
945
565'
Ilia
590'
120
355
420,
405
440:
465 460,
545
48G'
630
5CS'
725
530,
825
550'
gas
580'
1160
60S..
425
A25
446
485 465'
565
485'
$55
515'
755
540'
860
560'
1025
590'
1210
620'
'hINGNOZZILES - U.S. UNITS
2 R.
Ps.l.
N�29'
M
Ring
actuaj),
DIA
1 14'
(1, 1 6"
GPM
Ring
actual).
CIA
1 *4'
PM
Ring
actual)
DiA,
I %,
J1.66'
GPM
Ring
actual)
CIA.
IV. I
(1,74'
GPM
Ring
actual)
CIA
I I/,"
41.83"
GPM
Ring
actual)
01A.
2"
(1,93-
GPM
Ring
actual)
01A.
230
M,
300
3551.
350
370,
410
39o,
470
405'
$35
4201
640
41s,
&a
250
34a'
330
370'
385
390,
445
Ala,
515
425'
585
440'
695
455'
7.n
270
".W 1
355
385'
415
405'
480
425'
555
440'
630
455'
755
475'
so
290
370'
380
400'
445
420'
515
440'
590
455'
675
470-
805
490'
go
310
W,
406
416'
475
435,
54$
455'
625
470'
715
4a5o
ess
505,
too
325
390'
425
425'
500
445'
575
465'
650.
480'
755
500,
900
520,
110
340
41101
445
435�,-"'
. �;
525
4$51
605
47$�
695
490'
790
sily
945
535,
120
355
AIC,
46S
445'
645
465'
630
485'
725
500,
825
520'
965
645'
130
370
415,
.4aS
450;'7
58s
1 470,
655
490'
755
S051
060
525,
102L__150'__j
"The diameter or throw 6 approkimajefy 2% less for the 24' trajectory angle, 5% less for the 21' trajectory angle.
The BIG GUN* performance data has been obtained under ideal test conditions and may be adversely affected by wind. Poor hydraulic entrance conditions of othef factors.
Nelson Irrigation. Corpoiation makes no representation regarding droplet condition, unilo,mily. or application (ale.
7.

Turntable
! P.T.O. Rewind
Reel Rain
Your First Choice
In Traveler Irrigation
The Pro -Line Series is fast becoming the most popular Reel Rain
Traveler. There are three models available capable of applying 1"
of wa ter on from 5 0 to 8 5 acres per week. E ach is si mple to operate
with one valve controling the amount of water applied. Standard
features such as P.T.O. Rewind, Reel Speed Compensator, and
Turntable only add to the ease of accurately operating Pro -Line
Reel Rain Travelers.
With Reel Rain irrigation equipment from AALkDAS
INDUSTRIES, you and your dealer receive special at-
tention from the fully equipped service department.
Each Service Technician is trained by the staff engineer
that designed your Reel Rain model.
Your first impressions upon examining any Reel Rain
traveler will be one of strength, solid construction, and
expert attention to detail.'All of which are backed up by
a THREE year machine warranty and a FIVE year pro-
rated hose warranty.
When equipped with an optional gasoline drive, the
Pro -Line becomes a dual purpose irrigator. It's the ideal
system for applying slurry pumped from your dairy or
hog lagoons, plus a dependable ir;rigator for watering
your crops.
Standard Features
P.T.O. Rewind, Three Year Warranty
Turntable
Larger Diameter Plumbing
Reel Speed Collpensator Mechanical Hose Guide
Rugged Frame,Design Automatic Hose Retrieve Stop
Turbine, Gas, or Gas Hydrostatic Drives Available
SPECIFICATIONS
If by chance your requirements are not
met by one of the Pro -Line models, ask
your dealer to show you one of the many
other models manufactured byAMADAS
INDUSTRIES. Reel Rain Travelers are
available in models which will efficiently
irrigate from 7 to 300 acres per week.
One of which will bejust right for your op-
eration.
Time For
Typical No. or Acres Flow Rate One Pull, Applying I"
Model Hose Length Hose I.D. Lane Spacing Covered in (G.P.M .) 1 of Water (Hrs.) Nelson Gun
Number (Feet) (Inches) (Feet) One Pull Turbine I Gas - Turbine I Gas and Pressure
P 1111
965
1.10
111
5.84
275
314
9.57
8.40
P150SR/80 PST
P 1030s.
1
850
3.10
1
240
5.20
295
336
7.97
6.99
P150SR/80 PSI
P 1025
850
2.75
.180
__180
.1. 1.67
181
10.33
9.50
P100SR/80 PSI
1100 Holland Rd. / P.O. Box 1833 / Suffoll
.0, tiux 3687 1 Albany, CA 31700 U.S.A.
vd.
39-9343
Phone-[phone] 1 Fax- (804) 934-32( Ilbone-[phone] Fax- (912) 4
REVELLE AGRI-P.RODUCTS
[phone] P.O. BOX 68
MURFREESBORO, NORTH CAROLINA 27855
AVADAS NOUS TMES whose ool-cy jgsign or p6ces w1hOul inCu-mg Q09alion

ppc
3000 AND 3250 SERIES
o
:,A) SPECIFICATIONS
INSIOE STANDARO
W. 0 AXLE DIAME TE;l L'ENGTHS
DEL
AVA:LAeLE .1:1
OF H-03
2000
i 0601
_: ....... . . . . . .
4
. i . . . . ....
7 v:
%
U4
1 9'5 2
A.,
T
Y E A R
E x c
T,
43
L L E N C E
mi
0� POWER E
Cad!r
u,F,e
`4 C
7N
7
7:
"I f
J tv
�6
7'
CADMAN..
-,:,?RA%T;lLLER
DIFFERENCE

The Cadman 300013250 is a versatile traveller used for many different
water applications as well as liquid manure and municiple waste.
:Fli�w,Rat*
in . W r - e
*P -saurs.
.
I '
'Lan ; . a
Acr . oa
Model
GPM
Psi
HQ*e Length
I.DL
SPaCinG--
por $;oil
.111
30 0.0
225--.
1�0
'960'
3.04"
260
120 minutes
13 0 hour's
270.,
.1.50.
grao,
3.041*
260
6.5
1100minutesT
10,8hour's
3250
300
1,10
89;01
3 25"
280
6.1,
90 rloinute6
9.1 hour'3
�L,6uoj
650
280
6.1
75 minutes
7.6 hour$,� .
�150
!::-L.: '�
C�Odr�ect Power f;quipmenj Urrill.9d, whose Policy is on* 0$ COFILlnuous Irripfovemont,
rej4rees the right to change @p*cft0on3, Clesign or prieed withoul inCurring
abligotion.
Cziclrnaf) Power Equipment's 43 yaars of leadership and
experience in design and manufacturing stand,, bphinel
ever/ Cadman T�aveljer praduceo, A complete tire of
pumps. pipe and accessories are all available from ons,
company.
cattim-an
"WER EQUIPMEW
AGRICULTURAL. MACHINERY AND IARIOATION EQi4.
0,4
B I ox 1' oo, CqLirilarid,'Ontarlb, Canada NOj, 1: 7
Phone J51,91 '688-2222 * Fix (519) 688-�Ido,v-

C'v
J.
rk-rl

SPECIFICATIONS DATA
Diamond �PS pressure-iaiecj PVC pipe (2-
Mrougti Q-) is made ol compounos conforming
to maleria! requiremeii�s of ASTWI D2241 if.
accordance with ASTM D178,i Tne pipe sil,es
(4- mroucti Q-) are made viitn an imegra�
beil wllict, utilizes a gaskei for sealing in
accordance vviih the requ�rements of ASTV
F477 Iniegral sockets for solvent cementing
meet [lie requirernews sel forth in ASTM
D2672
Diamond IPS pressure-raied PVC ppe ireets at!
the dimensional. chewIcai al)(I pt)ysalai
requirements as ou:linf---(,. if, ASTIV, D2241
Eacii male end sriali :)e oevele,� to faciiiia�e
jawing and relefencF.- jnar�-Inc for oz.->6
proper aerpiti of insen�(-)n L.�!�R01000 411`111:if4��'.
iutDricam is 10 0'6'use� in �ne :o�nirg pfoces�,
Diarnorici IPS pressure-iami r�pe Is suppliec, if
20-!oo( le!igms
PROPERTIES O,F PVC 12454-B (1 120)
Properly
ASTM
Minimum
Tes(
Specific Gr avity
') 7 9'2
1 40
Tensile Slrengih, psi
0 638
7�000
Teiis-le Mcidjlus. p�-,i
635
400 000
17 OD impact Sirenov)
D 256
6;
lb /in
TEST
Sullu:ir, Acj;-, !L 3
Covs FIc!2IIQf) a'!
C
In
Oil No 3 30
�!i,231' C
In
L) ILI
1 U

Diamond ASTM D-2241
IPS Prassure-Rated PVC Pipe
Approximate Coupler Dimensions
A
O.D.
C
Size
Gasket Race
Socket Depfh
* 2
3.166
4.500
* 2112
3.719
6.000
3
4.434
6.000
4
5.603
5.000
6
8.252
6.250
8
10.420
6,500
10
12.762
7.500
12
14.952
7.500
D-2241 Pipe Dimensions
Minimum Wall Thickness
0 1785 S01i 13 5 SOR-21 SOA-26 SOA-32.5 5DA41
S.1a C.D Sch-40 315 Psi 200 PSI 160 Psi 125 Psi 100 Psi
VI " .840 .109 .062
IA 1,050
. i 13
.060
1 1,315
.133
063
1�660
.140
.079
.064
.056
3.900
.145
.090
.073
.058
2 2.375
.154
.113
.091
073
2'/1 2.875
.203
137
1 to
.088
3 3.500
216
167
.135
AN
4 4,500
.237
.214
.173
.138
�110
5 ­ 5.563
.258
A5
�214
.171.
136
6 - 6.625
.280
316
.255
204
162
8 " 8.625
.322
.410
332
.265
210
10 " 10.750
365
511
.413
.331
162
12 " 12.7.50
.406
606
.490
392
.311
imond's IPS Pressure -Rated PVC Pipe coupler
...aets the requirements of ASTM D-3139.
Diamond
Gasket Specifications
1. Gasket configuration locks gasket in place and
prevents fishmouthing.
2. Chevron seal for added pressure sealing 'ca.
pacity.
I.Compression seal provides a seal under
vacuum.
4. Wiper beads to clean spigot end.
IPS
Rieber
Diamond ASTM
Pressure -Rated
Gasketed Joint
D2241
PVC Pipe
Dimensions
2'
- 6 P
IARK
-\
F
L
T
A- �a,
A
_T
L
Rictito Gasket
Pipe
A
8
D
Size
Insert
Socket
Diameter
3
4 1 r-
3 1/8
3
4
5 1/4
4 7/16
4-
4 1 r_1
5 112
5 1/2
6
5 '
6
7 13/16
8
5 1 r_
6 7/8
10 1/8
10-
5 314
7 1 P_
12 1/2
12..
6
8 114
14 W16
Short Form
S 1) ecifica tion for Diamond
P_-V C Irrigation Pipc
A S T Al - D 2 2 4 1 - S D R 4 1,3 2.5,2 6, o r 2 1
Diamond PVC Irrigation Pipe shall bc madc of
compounds conforming to ASTM DI784 wid) a
Cell classification of 12454B. Diamond PVC
Irrigation Pipe must mW all the dimcnsionaJ,
chemical, and physical requiremenis as outlined
iii ASTM D2241, -Annex. ANSUASAE S376.1.
and SCS 430-DO. and -ill be supplicd in 20 Awl
laying lcng�hs.
Inquire for availability
1.1

Jizmond Agricultural PVC Pipe should be assembled and
installed with uniform and continuods support from a firm
base in accordance with the installation procedures provided
in ASTM D2321, and the Installation Guidefor PVC Water
Pipe (a "pocket -sized" edition is available from your
representative or from Diamond Plastics Corporation.-)
Embedment materials are to be in accordance with soil
classificafions listed under Unified Soil Classification
Systern, ASTM D2487,and ASTM D2488.
Tc assemble. clean mating surfaces of the bell, spigot, and
gasket. Apply gasket lubricant (furnished by Diamond
Plastic's Corporation) to che endre spigot end up to the
reference mark. Also, apply lubricant to the contact surface
of the eask-cc.
0
With the pipe in s(raight 31ignmcnt, push the spigot into
the bell up to the insertion line. If a pry bar is used to
apply force, the pipe should be proEecte8 by placing a board
bcc%vcen the bar and the pipe,
I I norrflal force does not complete the joint, disassemble the
joint and examine the parts to make cc,-Iian they are free of
obstructions. Visually inspect the completed join( to insure
the gasket'has not been dislodged.
Table S.
APPROXiXIATE (;UIDE FOR ESTIMATED RANGE OF DEGREE
OF CONIPACTION VERSUS EmSEDMENT CLASS AND METUOD
OF- PLACEMIENT AS PERCENT OF STANDARD i,ROCTOR
DENSITY OR RELATIVE DENSITY,
FOR CRANULAR MATERIALS IN PARENTiq'StS..
CLA5S OF EMBEDMENI— I 1 11 ill' IV
MATIELkIAL uESCI4PT;O.N cwtu Sz6d -4 Cm K, M"�d - C.,2i- Fim G,3;.
Illawris" SQS - clu. Sa, I i s6l,
te
S00 CWW(.,J4i4n XICJ�d
I 1. .1 -­ - 111- Dns.,, Rwgc
C�,P�I by 00'er I—lpe, 9$-100
95. IT
95 100
90 100
'Onw,
1011
01­d�rtq P�Jbk 9095
W
9095
25
WS
7 51
Itoq�
00 h:1;
IU.d 1� 0). to
it"
ID 9U
fa 7 5
I hu 90,
'14,
W,­ d, .­., .% ­N ..
INSTALLATION
Table 4. UFSCRIPTION OF fAINF0160.'14T MATCRIAL CL^%%M('A110Nt;
NOIL., sell illp"
(:4.As I I , —_ .1.
CI... 1 $.0.- M_J__4 mt�lw.
'I'll - —1 ;,.;r. I .—.% . ­�J
CI., 11 S.;I". C-w W,H,Vb*d wA "­1 bww m�filw­ I'lk w - I- NK w ­­4
H. 4 lh� I.t% ­­J.. N. NILI i­
t..&d A .... I. W 0-1-4 . wk W4 a
.0-4— N..
Sw W% 4"..,
t4. 93% ­­J.. t�-- h....., 11­
H... 4 U.. h� v�% CI­
0— 111 S­1"'. C�I SALy p—to. CI —I
511% ....... _J
ski S,I,y ­W�,
M... �_M%
UM
IV ML r;_ 114'. IL.k N­
$0% le". V^ .. ....
CL 1­,., 0." J 0,.-
....... ...... .
51r,
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Im
S..,. I, 'I", W wg � t.hr flp f 1'..
h,14,4—
PT �k W d.,
L
S &6­4 L, ASTkI V ?4X7.'­FL I. CI.- I W. J. P-I Ill D :..,I
1. ilh ASTIl$ U 1197. 1­ lh�
r _4 IA
0­ dCL... M
The hounchinn arta is most irnportant to the support of
CP
PVC pipe. For good suppon, the haunching area Should be
C.,
compac(ed to the densities given in the Long Term
Deflection Chart.
Figure 2
., T­_
*
,
N :X
1$­ UIA ­,.r X-1, L6 . ... g, I.... ­ �'. ­ ... . , ­'. 4
I IC111. I 14"C' '.4 . ,I � 11 U. :1 1.4 '411­ 1 A10 11
1! Of It- A, 1­1 J. � 0- "p--, C..

be fabricated in almost any configuration. Some epoxy coated fittings
include stacks and hydrants as an integral part of the.fitting.
occasionally it may be necessary to connect PVC plastic pipe to steel
.or CA pipe. This connection can be made with a coupling -called a -
transition or repair coupling. in -line valves can be supplied with
connections to gasket pipe.
Thrust blocking is required for gasket pipe. Most thrust blocks
will be concrete.. Manufacturers recommended thrust blocks at any
change in direction greater than 100. Figure I'gives an example of
different arrangements for thrust blocks.
FA., , 'I
.... .. .. 6­4 .
Figure I Example of different arrangements for thru'7t blocks.
I.
-5-