310185_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permitter
1. Farm Number: 31-0185
Certificate Of Coverage Number: AWS310185
2. Facility Name: Jim Grad and Sons.Inc.
3. Landowner's Name(same as on the Waste Management Plan): Beriamin L Grady (A /
4. Landowner's Mailing Address: PO Box 428
City: Faison State: NC
Telephone Number: 0gl� ��- S�I/� Zip: 28341-0428
E-mail:
5. Facility's Physical Address: 655 Friendshi Church Rd
City: Faison State: NC
6. County where Facility is located: Du lin Zip: 28341
7. Farm Manager's Name(if different from Landowner):
8. Farm Manager's telephone number(include area code): 0 1 Q) R 3 S=0 1
9. Integrator's Name(if there is not an Integrator,write"None"
Murohv-Brown LLC
10. Operator Name(OIC): Ben'amin L.Grady
Phone No.: 9}9 g644g; OIC#: 22022
11. Lessee's Name(if there is not a Lessee,write"None"): 0 I G) �5
12. Indicate animal operation type and number:
Current Permit: Operations Type
Allowable Count
Swine-Feeder to Finish 7,040
Operation Types;
Swine O
Cattle
Wean to Feeder
Wean to Finish Poultry ther lboes
Non Laying Chickens
Dairy Calf Dry Dairy Heifer Horses-Horses
Farrow to Finish Milk Cow Laying Chickens Horses-Other Feeder to Finish Dry Cow Pullets Sheep-Sheep
Farrow to Wean Beef Stocker Calf Turkeys Sheep-Other Farrow to Feeder Beef Feeder Turkey Pullet
Boar/Stud Beef Broad Cow
Gilts Wet Poultr.
Other Other Non Laying Pullet
Layers
142CHVIEDUCI)EVI WR
MAR 2 8 2019
rzealoriel

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1 -14UD, ! '® 1GZ�9C 00 i4 59'
A9 iC
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),A-,ned bi the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name:/Yl C��! - CA� Title: w(�
Signature "-CAk&_J � Date:
Name: Title:
Signature: Y Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

ROY COOPER
Governor
MICHAEL S.REGAN
s"mrory NORTH CAROLINA
LINDA CULPEPPER Envtronmen1001 QU411ty
01A for
February 27,2019
Benjamin L Grady
Jim Grady and Sons,Inc.
PO Box 428
Faison,NC 28341-0428
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Perntittee:
ation State
Your facility is currently approved for Coeiest of the new animal waste opera onteSta State Non-Discharge
D General
Non-Discharge Permit are available
which expire on September 30, 2019. p
or by writing or calling:
at sa/deu.n�o9y/abou divisions/ at r r so rces/w ter-yualit► ee on -operat' n a
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In or er o e 'o nt ued co
' v de t e to Non-Di h e Ge keral Pe., its
us oil t is ion for
e it cove a he Did ion. E to ed vo will fin a "R u t fousCe ifica eted_of ovim d and r ed by A n1e�L3 2019.
' 'ne to N n-Disc a en ral Pe Th lication arm ith e
Pl ase note that o� In Jude ne 1 0 of he C rtified Anim 1 ate an nbee fo ntd Poan a 2'hf t e ren wa
corral ted and ie atrnlic tion for A h t of tte s mcl de in e CAWMP��
Wklic ion form.
ral pen-nit the time
in a
l penalty.
Failure to request renewal of your coverage under
nd raavgenealid general permittowould constitute period
a violation ofaNCGSlt 143 215.1tand could
Operation of your facility without coverage
result in assessment of civil penalties of up to$25,000 per day.
its, the enclosed application, or any related matter please feel
If you have any questions about the State Non-Discharge General Perm
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): W'lt min°ton Regional Office,Water Quality Regional Operations Section
DDu ,Iin County Soil and Water Conservation District
AFOG Section Central Files-AW53 0185
Murahy-Br
Narth Csresna Department of Envxonanenta1 Quatrty I Division of Water Resoa a*s
Sit N.*,yrsbarY St 1 1B36 Met ,Swvim Center I Ralei&,North Caro;ins 27699.1636
__ M.707"O

Version—November 26,2018
Mortality ,.. Management ethods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Q Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and.plan.
El a Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
la, Rendering at a rendering plant licensed under G.S. 106-168.7.
® Complete incineration according to 02 NCAC 52C .0102.
a ❑ A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
Q In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services (G.S. 106-549.70).
a Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
�c J •
Signature of Fa er/Manager` Date
Signature of echnical Speci st Date

WASTE UTILIZATION PLAN
Goldsboro Hog Farms, Inc.
Thursday,September 01, 2011
Updated 9111201,
Benny L.Grady
Farm Name : Jim Grady&Sons Inc. ~` `
P.O.Box 428 1
Faison,NC 28341
Telephone#
[phone]
Type of Operation : Feeder to Finish Swine
Number of Animals : 7040 hogs design capacity
Application Method: irrigation
The waste from your animal facility must be land applied
Pollution of surface and/or groundwater. The plant nutrients in the animal
used to reduce the amount of commercial fertilizer pp d at a specified rate to prevent
waste is to be applied. This waste utilization plan uses nitrogen waste should be
required for the crops in the fields where
Waste should be analyzed before each application cycle. Annual soil tests
encouraged so that all plant nutrients can be balanced for g n as the limiting nutrient.
grown. realistic yields of the crop to l be
Several factors are important in implementing
the fertilizer value of the waste and to ensure that it is applied in an environmentally
your waste utilization plan in order to maximize
manner. Always apply waste based on the needs of the crop to be grown an
contents of the waste. Do not apply more nitrogen than the cropc safe
important as they have different infiltration rates, leachingd the nutrient
capacities, and avaialable water holding capacities. Normally an utilize. Soil types are
land eroding at greater than 5 tons per acre ci e potentials, cation exchange
la applied to land eroding at up n 10 tons per acre per waste shall not be applied to
p year. With special pre-cautions, waste may
saturated soils, when it is raining, or when the surface is frozen. Either of
may result in runoff to surface waters which is n p year. Do not apply waste on
conditions should also be considered to avoid drift and downwindthese conditions
of allowed under DEM regulations. Wind
maximize the value of the nutrients for crop odor problems. To
Pollution, the waste should be applied to a growing Production
op ordapplied t to o bar potential for
than 30 days prior to planting. Injecting the waste or disking will conse
reduce odor problems. This plan is based on waste application through a ground not more
the manner in which rve nutrients and
in the future you need to revise this pianosen o Nutrient levels gh irrigation for this is
apply your waste. If you choose to inject the waste
waste are not the same, for injecting waste and irrigating
The estimated acres needed to apply the animal waste is based on typical
this type of facility. Acreage requirements should be based on the waste
Your waste management facility. Attached you will find informationyp cal nutrient content for
techniques, preparation, and transfer of waste samples to the lab f analysis report from
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
on proper sampling
2H.0217 adopted by the Environmental Management Commissi or ananlysis. This waste
on.
Page 1

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
7040 hogs X 1.9 tons waste/hogs/year= 13376 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
7040 hogs X 2.3 Ibs PAN/hogs/year= 16192 PAN/year
Applying the above amount Of waste is a big job. You should plan time and have a ro
equipment to apply the waste in a timely manner. pp prlate
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application. g wn,
TABLE 1 :ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE&CLASS- -
CROP YIELD LBS R COMM ACRES LBS AW gppLlC.
DETERMINING PHASE CODE
1682 * 1 - N/ACRE N/ACRE
RAINS w __ USED TIME
1682 1 RAINS 55 106.15 0 7.98 847 SEPT-APR
1682 1 RAINS B 105 93�20 798 745 MAR-JUN
1682 * 1 RAINS 37 148 0 7.98 1181 APR-SEP 15
1682 p_ GO_LDSSOR 00 2/ CO 80 58.5 0 7.98
W 466 APR-AUG
- 7682 * 10 �GOLDSBORO 0-2% 65� 135.85 0 7.87 1069 SEP-APR
_ 1682 10_ IGOLDSBORO0.2% C
1101 105.4 20 7.87
SB 829 MAR-JUN
j 1682_�- _ ^iGOLDSBORO 0-2% - 38' 152 0 7.87 1196 APR-SEP 15
1682 * 11 - CO 1 925' 82.325 _ 0 7.87
GOLDSBORO
0-2% w 648 APR-AUG
1682 11 GOLDSBORO 0-2% 65 135.85 ~0 7.23 962 SEP-APR
1682 * C 110 105.4 20 7.23
11 iGOLDSBORO 0-2% 1 762 MAR-JUN
1682 11 G_OLDSBORO 0-2% CO 925 82.325 0 7.23
- 595 APR-AUG
1682 12 - - SB 38 152 0 7.23
_ GOLDSBORO 0-2% w 1099 APR-SEP 15
1682 12 _GOLD560R0 0-2% 65 135.85 0 3.52 478
1682 - C 110 z SE APPSE R
12 GOLDSBORO 0-2% 105.4 20 3.52 371 MA UJR N
1682 12 GOLDSBORO 0-2% SB 38 152 0 3.52
1682 * 13 CO 925 82.325 535 APR-SEP 1.5
_ __ RAINS 0 3.52 290 APR-AUG
1682 13 RAINS�� C 55 106,15 0 7.03 746 SEPT-APR
1682 * 13 RAINS 105 93.4 20 7.03 657 MAR UN
1682 13 RAINS SB 37 148 0 7.03 1040 APR-SEP 15
f 1682 * 14 RAINS - - CO 800 58.4 0' 7.03 411 ' APR-AUG
1682 14 RAINS W 55 106.15 0 8.2
1682 14 - C 105 93.4 870 SEPT-APR
RAINS SB 20 8.2 766 MAR-JUN
1682_ * 14 RAINS 37 148 0 8.2 1214 APR-SEP 15
_1682 * 15 RAINS CO 800 58.4 0 8.2 479 APR-AU
1682 15 RAINS W 55 G
106.15 0 8.23 874 SEPT-APR
1682 * 15 RAINS C 105 93.4 20 8,23 769 MAR-JUN
1682 * - SB __
_ 15 RAINS co I 37 148 0 8.23 1218 APR-SEP 15
- -1682 16 TRAINS~ W 55 00 58.4 0 8.23 481 APR-AUG
1682 * 16 RAINS-~ W 55 106.15 0 8.34 885 SEPT-APR
1682 16 RAINS C 105 93.4 20 37 8.34 779; MAR-JUN
1682 * - - - SB - _
16 RAINS 148 0 8.34 1234 A_PR- E 51
S P
1682 17 RAINS - -- CO 800 58.4 0 8.34 487 APR-AUG
1682 17 RAINS W 55 106.15 0 8.78 932 SEPT-APR
1682 17 RAINS C 105 93.4 20 8.78 820 MAR UJ N
1682 17 RAINS SB 37 148 0 8.78 1299 APR-SEP 15
1682 * 18 RAINS CO 800 58.4 0 8.78 513 APR-AUG
1682 18 RAINS W 55 106.15 0 8.74
___ C 928 SEPT-APR
1682 * 18 RAINS - 105. 93.4 20 8.74 816 MAR-JUN
1682 * 18 RAINS -- - - SB - 37 148 0 8.74
CO 1294 APR-SEP 15
1682 2 RAINS 800' 58.4 0 8.74 510 APR-AUG
W_ 55 106.15 0 9.561 10151 SEPT-APR
Page 2

1682 * 2 RAINS
1682 * 2 RAINS C 105 93.4 20 9.56 893 MAR-JUN
1682 * SB 37 1481 0 9.56 1415 APR-SEP 15
1682 2 RAINS CO 800 58.4' 0 9.56 558 APR-AUG
3 RAINS w -
1682 * 3 RAINS 55 106.15 0 8.36 8871 SEPT-APR
1682 * c 105 93.4 20 8.36 781 MAR-JUN
3 RAINS SB 37 148
1682 3 RAINS _ 0 8.36 1237 APR-SEP 15
1682 4 RAINS co 800 58.4 0 8.36 1 APR-AUG
1682 CO 1 800 58.4 0 5.78 338 APR-AUG
4 RAINS -
1682 4 RAINS C 105 93.4 20 5.78 540 MAR-JUN
1682 * 4 RAINS w 55 106.15 0 5.78- 614 SEPT-APR
SB 37 ~ 148
1682 * 5 GOLDSBORO 0-2% - 0 5.78 855 APR-SEP 15
1682 * w 6 135.85 0 6.11 830 SEP-APR
5 GOLDSBORO 0-2% C 110 105.4 20 6.11
1682 * 5 GOLDSBORO 0-2% SB - 644 MAR-JUN
1682 5 GOLDSBORO 0-2% 38 152 0 6.11 929 APR-SEP 15
1682 * CO 925 82.325 0 6.11 503 APR-AUG
6 GOLDSBORO 0-2% yN
1682 * 65 135.85 0 7.16 973 SEP-APR
6 GOLDSBORO 0-2% c 1101 105.4 20 7.16
1682 6 GOLDSBORO 0-2% SB 755 MAR-JUN
1682 6 GOLDSBORO 0-2% 38 152 0 7.16 1088 APR-SEP 15
1682 * CO 925 82.325 0 7.16 589 APR-AUG
7 GOLDSBORO 0-2% w __
1682 * 7 GOLDSBORO 0-2% 65 135.85 0 8.12 1103 _ SEP-APR
1682 - c 110 105.4 20 8.12 856 MAR-JUN
* 7 GOLDSB_ORO 0-2% SB 38 152
1682 * 7 GOLDSBORO 0-2% 0 8.12 1234 A_PR-SEP 15
1682 8 GOLDSBORO 0-2% c0 925 82.325 0 8.12 -668 APR AUG
1682 w 65 135.85 0 8.06 1095 SEP-APR
8 GOLDSBORO 0-2% c 110 105.4 20 8.06 850
1682 8 GOLDSBORO 0-2% SB MAR-JUN
1682 8 GOLDSBORO 0.2% 38 152 0 8.06 1225 APR-SEP 15
1682 - CO 925 135-85 0 8.06 664 APR-AUG
9 GOLDSBORO 0-2% �/
1682 * 9 iGOLDSBORO 0-2% 65 135.85 0 7.97 1083 SEP-APR
1682 - - c 110 105.4 20 7.97 840 MA
R-JUN
" 9 TGOLDSBORO 0-2% SB 38 152
1682 9 GOLDSBORO 0-2% -- _ 0 7.97 1211 APR-SEP 15
- - _ - CO 925 82.325� 0 7.97 656 APR-AUG
TOTALS: 19844.4
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 3

TABLE 2 :ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE _ _ CROP
C CORN UNITS LBS N/UNIT
COTTON BUSHELS
SB - - - - - - _ -_ - -1.25
SOYBEANS - - -� __POUNDS Q 12 +i
W WHEAT _ BUSHELS 4 -+
.WHEAT - BUSHELS 2 4__ II
BUSHELS 3
l
~--- - - - 1 2.
Page 4

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
'TABLE 1 137.04- 19,844
TOTALS: 137.04 t19,844
AMOUNT OF N PRODUCED: 16,192
'BALANCE -3,652
*** This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers,'filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due to equipment limitations. Actual total acres in the
fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 2604.8 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 1.58 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
TRACT FIELD APPLICATION APPLICATION
_ SOIL TYPE CROP RATE(In/hr) AMT(inches)
1682 3,*14,*15,*16,*17,*18,*2,RAINS W_ 0.40
1682 3,*14,*15,*16,*17, 1
SB 0.40 *1
1682 3,*14,*15,*16,*17,*18,*2,RAINS CO 0.40 *j
1682 3,*14,*15,*16,*17,*18,*2,RAINS C 0.40 *1
1682 10,*11,*12,*5,*6,*7,*8,*GOLDSBORO 0-2% W 0.50 *1
1682 ]0,*11,*12,*5,*6,*7,*8,*GOLDSBORO 0-2% _ SB 0.50 *1
1682 10,*11,*12,*5,*6,*7,*8,*GOLDSBORO 0-2% Co 0.50 *1
1682 t 10,*11,*12,*5,*6,*7,*8, GOLDSBOR0 0-2% C 0.50 *1
* This is the maximum application amount allowed for the soil assuming the amount of
nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 5

NARRATIVE OF OPERATION
WUP was ammended and updated 9/1/11. All information was provided by Grower and plan
that was written by Billy Houston. This plan is written based on an Irrigation Design done by
Billy Hall.
A small grain can be used by the Grower as green manure cover crop before corn. The 30
Ibs for green maure will be removed from the corn crop for that year.
Page 6

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

and from any perennial stream or river (other that 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 landownwer.
14. Waste shall be applied in a manner not to reach other property and public right- of ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over-spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or drift
from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon berms
and structures should be inspected regularly for evidence of erosion, leakage or discharge.
*18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the possibility
of an illegal discharge, pollution and erosion.
*19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied as a preemergence with no other applications of
animal waste during the crop season.
*21. Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to mark
the maximum storage volume fpr waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate-determining
element. Zinc and copper levels in the soils shall be monitored and alternative crop sites
shall be used when these metals approach excessive levels. pH shall be adjusted for
optimum crop production amd maintained. Soil and waste analysis records shall be kept for
five (5) years. Poultry dry waste application records shall be maintained for three (3) years.
Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Page 8

Agriculture regulations.
* Liquid Systems
Page 9

NAME OF FARM: Jim Grady&Sons Inc.
OWNER 1 MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: Bonny �. Grady
SIGNATURE: DATE: "-� -�/
NAME OF MANAGER (if different from owner):_
please print
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: Robert B. Mitchell Jr-
AFFILIATION: Private Technical Specialist
ADDRESS (AGENCY): 104 Adler Lane
Goldsboro, NC 27530
[phone]
� .� _
SIGNATURE: � � � � DATE: _
Page 10

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j

MAINOR TILE &IRRIGATION,INC.
Animal Waste Irrigation Plan Certification
ease Circle cie: Existing New Ezg�d `
eneral In�rmation:
e of Fz -- GF-, o s �•� --- Facility No:
a rta
l )ram: Phone No:(&P)Aj�7- yyf'/
[ailing Aidress: ( .
�rm Location: County Farm is located in: --
..ti;tude and Longitude: / Integrator. Ca:r,�-o L L S Joao�ivZ;
wa se attach a copy of a coumty road map with locationidentified and described below(Be specific:road names, direr ems,mileposts, etc.):
Eeration Description:
Fe!o S whin 4 No, Animals Type of Poultry No. Of Ambnals Type of Cattle Na Of Animals
f ors - --
Fyean to Feeder — - ❑Beef
ceder to Finish "d�?O ❑Pullets -- — - --
;:anon,to wean -- -- -
pm-row to F=dcr - ---
!zwow to Finish - ---.- -- Number of Animals_
Other Type of Livestock_
Hours
mil
=- Cdy
-y,,�,
•f:ids:�:���i'j 3����9�-. - '..�_" •�-':! ..� ''-V�'otcl:DrSl�f.' -.:f;•.. ...:
,,age Avaffi lie for Application: o Reed Acreage: o
,,a b —
rr_`_r of l agoons/Star-age Ponds: Total Capacity — Cubic Feet'($'}
r
_„iv='drains present of the f mm-YES or NO (Please circle me)
YES-are subsurface drains present in the arcs of the LAGOON or SPRAY FIELD (please rude ane)
�ss***•*****s*ss***a***********ss*sss�ts******s*******s****ass************s****s*s*****s*******
twner/Manager Agreement
above information is co�ect and will be updated upon changing. I (we) tmdeistand the
(we)verify that all the
Aeration and maintenance procedures estab to the approved alma]waste management plan fnr the farm named
implement these procedures. I (we) know that any expansion to the existing design capacity of the
hove and will ate tzeaim=t and storage system or constnxZon of new facilities wiz]require a new certification to be submitted to
he Division of Environmental Management before the new animals are stocked. I (we) understand that there must be
.;, discharge of animal waste from the storage or application
less severe
to than
surface ��4 hour of the storm zm�d�there m�not
directly
L,rough.aman:-made conveyance or from a stoffi
x run-off from the application of animal waste~ I (we) understand that run-off of pollutants from lotmging and heavy
Service. The
Lse areas must be minimized using technical standards developed by the Natural Resources Conservation
minimized
improved plan wHl be filed at the farm.and at the office of the local Sot1 and Water Conservation District. I (we) know
hat any modification must be approved by a tedmical specialist and'submitted to the Soil and Water Conservation
jistrict prior to impk' xmiation. A change in}and ownership requires written notification to DEM or a new
xwon(if the approved plan is changed) within 60 days of a title transfer.
Jame of Land
{, Date:
].i at: `5
game of Manager Date:
Date: �
signature: - —

EXHIBIT D-1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator1Vame: 7y So�v flL Gh�c�y County: T].�{�Z,
Address: �/ T
>'3 yi Date: 3
Telephone: -2�7 — yy 31 _
TABLE 1 - Field SpecificationsG,'�,'�r
�^ Approximate 1lfoxtmum
Maximum Maximum Application
Useable Size Application per Irrigation
Fleldl of Fleld2 Slope Rate3 Cycle3
Number (acres) Soil Type (%) Cro (s (Whr) (inches) Comments
/OZe,
wl--" - 13
ISee attached map.
2Total field acreage minus required buffer areas.
311efer to N.C.Irrigation Guide,Field O1Fice Technical Guide,Section U G. Annual application must not exceed the agronomic roles for the soil and crop used.
r 'S,NC
R, 1996

TABLE 1 - Traveling Irrigation Gun Settings
' LAlukc, >t(rxle.•!un,!Tt/rr n�F•_yrrrlrrrrn� �..
Lame % Field No' Ft. per Travel Stop Start App Travel Lai
Spacing Spacing & Hour Speed End Ind Rate
Hydrant fthnin Wetted Wetted in/hr
No' Acres Acres Width l.er
3o�_ 9`-7o rf 2 0 l,o '3�.G5 30�
3/ 0 5-7 90 h+- 10 3,4 G l ,07 '3 G7 -3
3/v 7;�0 - t7 34
305 $7�� -G 0 3 y� Q /, a7
3/0 S7 % h`- 5 10 3,Y2 l o 7 6y 3/0 T
3/0 7 71`o t/ � ;, c
3/v v7 3, 0 (0 7 `3y &7 310 `I 0
Va r7 y-!I I 3r `/ G r,U7 .3�► .G5 30 ' $`
3o5 57 3 ,7q G /197 . I5 7-53,
3�4 0 2r, / l`] �cli •g� 110 '65 75
3;20 0 76 tF !Y 3.3 0 1 7 �'� y 3 2a 97
3 �o �O ff 15' �r S 0 r u ,3�c(,y 3`ZG 9 7
32v 9O �a L 7 3,3� 0 I to 7 ,3y �Gy 32v 97,
3� �0 9� if l �d 3 3.35 1,a7 '�y,�5' 320
Sad 1 9O m rt /S .2a 3 3-35 1 0 1 110 ,-yq ,Gy 958,}' I
See attached map provided by the SWCU Field Office fur lield kx%ition(s).
Show separate entries for each hydrant location in each field.
'Use the fiolornti ing abbre%iations for various are patters:Riu1 circle).TQ ttltrcc quarters). 11 (nko third;). I I I halfcirclr). 'I (one third). U i

TABLE OF IRRIGATION LANES
Effective date as of 3/06101
Jim Grady & Son's Inc.
HYDRANTS ACRES
JG-1 7.98
JG-10 7.87
JG-11 7.23
JG-12 3.52
JG-13 7.03
JG-14 8.2
JG-15 8.23
JG-16 8,34
JG-17 8.78
JG-18 8.74
JG-2 9.56
JG-3 8.36
JG-4 5.78
JG-5 6.11
JG-6 7.16
JG-7 8.12
JG-8 8.06
JG-9 7.97
Total Acres 137.04

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State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Non-Discharge Permit Application Form
General Permit Existing Liquid Animal Waste O AMYBE PHOTOCOPIED FOR ) erati p ons
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections which are appropriate. If a
question has not been completed by the Division,please complete as best as possible. Do not leave
any question unanswered.
1. GENERAL INFORMATION:
1.1 Facility Name: s -Sin')
1.2 Print Land Owner's name: J.E.Grad - — —
1.3 Mailing address: PO Box 428 — - - - - -
City, State: Faison NC Zip: 28341 _
Telephone Number(include area code): 910-267-4481
1.4 County where facility is located: Du lin
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a
copy of a county road map with the location of the farm identified): On southwest side of SR 1304 at intersection with SR
1358
1.6 Print Farm Manager's name.(if different from Land Owner): B.L.Grad
1.7 Lessee's/Integrator's name(if applicable;please circle which type is listed): Carroll'stFoodsEInc
1.8 Date Facility Originally Began Operation: 01/01/94
1.9 Date(s)of Facility Expansion(s)(if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.:_31_(county number); 185 (facility number).
2.2 Operation Description: Swine operation —
Feeder to Finish
7040-Certified Design Capacity
Is the above information correct? CR yes; F7no. If no;correct below using the design capacity of the facility
The"No. of Animals"should be the maximum num er or which the waste manage ent structures were designed.
Ty e of Swine No.of Animals Type of Poultry No..of Ait- - - urlals Type of Cattle No. of Animals
0 Wean to Feeder — - 0 Layer
0 Dairy
0 Feeder to Finish — — — 0 Non-Layer — _ 0 Beef
0 Farrow to Wean(#sow) — 0 Turkey
_
— — - Y _
0 Farrow to Feeder(#sow)
0 Farrow to Finish(#sow) _
Other Type of Livestock on the farm:
No. of Animals:
FORM: AWO-G-E 1/26/98 Page 1 of 4

2.3 Acreage cleared and available for application(excluding all required buffers and areas not covered by the application
system): 147 ; Required Acreage(as listed in the AWMP): 112 +i�t ;n �te d s
2.4 Are subsurface drains present within 100'of any of the application fields? YES or (please circle one)
2.5 Are subsurface drains present in the vicinity or under the lagoon(s)? S or (please circle one)
2.6 Does this facility meet all applicable siting requirements?(Swine Farm Siting Act,NRCS Standards,etc.)(Swine Only)
ES or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? e co, o4 cA
What was the date that this facility's land application areas were sited? 0-V Q— J 11-,1 3
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicants In'_ als
3.1 One completed and signed original and one copy of the application for General Permit-Animal `
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan(CAWMP). If the facility
does not have a CAWMP,it must be completed prior to submittal of a general permit
application for animal waste operations.
The CAWMP must include the following components:
3.3.1 The Waste Utilization Plan(WUP)must include the amount of Plant Available
Nitrogen(PAN)produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields(e.g.irrigation,
injection,etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field. I`
3.3.6 The Realistic Yield Expectation(RYE)for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.,
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3:10 A site schematic.
3.3.11 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management.practices noted.
3.3.14 Mortality Control Checklist with the selected method noted. r!
3.3.15 Lagoon/storage pond capacity documentation'(design,calculatioto;etc.)
If your CAWMP includes components not shown on this list,such;as an irrigation design,
or site evaluation,please include the additional components with yoursubmittal.
FORM: AWO-G-E 1/28/98 Page 2 of 4

Facility Number: 31 - 185
Facility Name: Grady Hogs
4. APPLI N 'S C tTIF ATION:
I, (Land Owner's name listed in question 1.2), attest that
this application for (lC• (Facility name listed in question 1.1)
has been reviewed by me and is accura and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and thgnif all required supporting information and attachments are not included,this application
package will be retu d tome as ' omplet
Signature oJ _ Date _.
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I,— _ _ (Manager's name listed in question 1.6),attest that this
application for (Facility name listed in question 1.1)
has been reviewedF l)y mo and is accurate an.d complete to the best of my.•rowle!ge. I understand that if all rece-gired parts of this
application are not completed and that if all required supporting information and attachments are not included;this application
package will be returned as incomplete.
Signature _ _ Date:
THE COMPLETED APPLICATION PACKAGE,INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON-DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH,NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
r
0'
f•:
FORM: AWO-G-E 1/28/98 Page 3 of 4

erator:BENNY GRADY County: DUPLIN Date: 01/11/94
Distance to nearest residence (other than owner) : 2000. 0 feet
1, STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs. = 0 lb;
0 sows (farrow to feeder) x 522 lbs. = 0 lb,
7040 head (finishing only) x 135 lbs. = 950400 lb;
0 sows (farrow to wean) x 433 lbs. = 0 lb:
0 head (wean to feeder) x 30 lbs. = 0 lb:
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 950400 lb:
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 950400 lbs. SSLW x Treatment Volume(CF) /lb. SSLW
Treatment Volume(CF) /lb. SSLW= 1 CF/lb. SSLW
Volume = 950400 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
..... SL,• 1 - (f e h erg,-�.� .v-✓ ep-
4 . TOTAL DESIGN VOLUME
Inside top length 410. 0 feet ; Inside top width 410. 0 fee
Top of dike at elevation 57 . 1 feet
Freeboard 1. 0 feet ; Side slopes 3 . 0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 56. 1 feet
Bottom of lagoon elevation 46. 1 feet
Seasonal high water table elevation Z4-r8 feet
SI A ou,*
Total design volume using prismoidal formula
SS/-END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 . 0 3 . 0 3 . 0 404. 0 4Q4 . 0 10. 00
-AREA OF TOP
LENGTH * WIDTH =
404 . 0 404 . 0 163216 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
344 . 0 344. 0 118336 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
374 . 0 374 . 0 559504 (AREA OF.. MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEP7
163216. 0 559504 . 0 118336. 0
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 1401760 CU.

ur -
TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width
410. 0 410. 0 168100. 0 square feet
Buildings (roof and lot water)
Length * Width =
0 .0 0. 0 0 . 0 square feet
TOTAL DA 168100 . 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0. 00136
Volume =
950400 Lbs. SSLW * CF of Waste/Lb. /Day * 180 days
Volume = 232658 cubic feet
Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for
flush system.
em.in Flush systems that recircul
the lagoon water are account f
0.0 gallons/day * 180 days storage/7 . 48 perl�
Volume =
Volume = 0. 0 cubic feet
5C. Volume of rainfall in excess of evaporation
all exceeds evaporation by largest amoi
Us.e period of time when rainf
- _ 7 . 0 inches
180 days excess rainfall
Volume = 7 . 0 in * DA / 12 inches per foot
Volume = 98058 . 3 cubic feet

Volume of . 25 year - 24 hour storm
Volume = 7 . 5 inches / 12 inches per foot * DA
Volume = 105062. 5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 232658 cubic feet
5B. 0 cubic feet
5C. 98058 cubic feet
5D. 105063 cubic feet
TOTAL 435779 cubic feet
6. SUMMARY ;
1
Total required volume 1386179 cubic feet
Total design volume avail. 1401760 cubic feet
Min. req. treatment volume plus sludge accumulatio 950400 cubic
V3360f 098 3—(-g4
At elev. Volume is cubic feet (end pumping
Total design volume less 25yr-24hr storm is 1296698 cubic feet
At elev. 55. 3 feet ; Volume is 1280706 cubic feet (start pumpi
5�1.4 av-14-
Seasonal high water table elevation --G; : feet
7 . DESIGNED BY:I APPROVED BY. /
DATE: DATE:
NOTE.: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
SCS DOES NOT CERTIFY THAT
EXCAVATION AND FILL VOLUMES
ARE CORRECT
F f/r
C:%��r�+ � � rt ei A C,. - /]f •: . � .C'�' 7�d A(ld ul A E.. C lvl,�..� C)/-q GC. 0 1-1��
//9Goo!✓ /S TiLI) //✓ Q /�L4+IC L,/N� ,Cg01
-fJ�•7eGi✓ .r�;/e4t0 NOT ?E L�a�NSTfpGGT�D W!T/�-/N /b� /'1t lLJ �f- .EJ.�G�� .LJJJ�J .T'i��lr��``l}
� �!v, Gc.tyn�� ✓ .sac,cl !4/dU-.a. ����,..� `r��� (� � Go rr�.� cam. � '-�" � //u
3/7/15�

NC-CPA-1
U.S. DEPARTMENT OF AGRICULTURE Rev. 11-91
SOIL CONSERVATION SERVICE
CONSERVATION PLAN MAP LEGEND
Zip
Address_
..............
Fi
wu.......... USE
..........
............... ..........
— -- --------------
Form Boundary-
Field or Land Use Boundary
Field Acreage. 320 Ac.
r
Field Number .s `i`a•6
Private Road
Public Road
10 Buildings, houses-
Perennial Stream
Intermittent Stream
Vegetative Waterway
EXISTING PLANNED
Fence
■
When existing fences are combined wi-th other
symbols, they may be shown as follOv?s:
Fence along both sides
of rood
Fence along one side
of ditch - . — —T-
Fence to be removed.
Ditch to be removed -------9—
Terrace"- •
T—I 1-2
Diversion"
0-1 D-2
xx Th e dots,represent blacks; the arrows
represen spills
Drainage ditch.
(open drain)
Tile Drain
Dom and Reservoir. Z�
Field Border.
Firebreak —F—F— --F—
spring and Trough.
Excavated Holding Pit,
Lagoon
Water Control
Siruclure
Field or land use boundary and field number may be shown in red.
Water features may be shown in blue.

PRODUCER CERTIFICATION OF.IRRIGATION EQUIPMENT
e.z- +J r , certify that I (own, have access to) the
(producer'' — --- — — — — - -
following irrigation equipment::
TYPE IRRIGATION AND SIZE
AVAILABLE FROM -
(owner of equipment)
I further certify tliat, through the arrangements I have made concerning irrigation equipment, I
will be able to irrigate as necessary ac 5rding to my waste management plan.
Date
Signature - — — — - - - —
(producer)
PRODUCER CERTIFICATIOON OF WENT TO PLANT GRASS FOR
certify that I will plant the specified grasses
(prodiiuer)
as outlined in my,waste management plan at the next available seeding date. e this seeding
date is in excess of.6 months from the date I stock animals, then I will provide a temporary
cover of small_gram, :f:needed for irrigation.
Date
Signature -
(producer)

NONTECHNICAL SOILS DESCRIPTION REPORT
J.E. Grady, Sr. Grady, Benjamin L.
Map
Soil name and description
Symbol
GoA Goldsboro Loamy sand, 0 to 2 percent slopes
These nearly level, very deep, moderately well drained
soils are on uplands. They formed in Loamy marine
sediments. They have a sandy surface Layer and a Loamy
subsoil. Permeability is moderate and shrink-swell
potential is Low. Seasonal high water table is within a
depth of 2.0 to 3.0 feet.
NoA Norfolk Loamy sand, 0 to 2 percent slopes
These nearly Level, very deep, well drained soils are
on uplands. They formed in Loamy marine sediments. They
have a sandy surface Layer and a Loamy subsoil.
Permeability is moderate and shrink-swell potential is
Low. Seasonal high water table is below 4.0 feet.
NoB Norfolk loamy sand, 2 to 6 percent slopes
These gently sloping, very deep, well drained soils are
on uplands. They formed in loamy marine sediments. They
have a sandy surface layer and a Loamy subsoil.
Permeability is moderate and shrink-swell potential is
Low. Seasonal high water table is below 4.0 feet.
RaA Rains fine sandy loam, 0 to 1 percent slopes
These nearly Level, very deep, poorly drained soils are
on broad flats and in slight depressions on uplands.
They formed in loamy marine sediments. They have a
Loamy surface layer and subsoil. Permeability is
moderate and shrink-swell potential is Low. Seasonal
high water table is within a depth of 1.0 foot.

U.S. DEPARTMENT OF AGRICULTURE Page 1 of 2
NATURAL RESOURCES CONSERVATION SERVICE 12/18/97
Duplin County(KenansviLLe) Field Office [phone]
CONSERVATION PLAN
Client: Grady, Benjamin L. J.E. Grady, Sr.
Assisted By: GPF
-----------------------------------------------------------------------------------------------------------------------------------
LAND UNITS I PLANNED
-------------------I-------------------------I
TRACT I FIELD AMOUNT I MONTH YEAR I PLANNED CONSERVATION TREATMENT
-----------------------------------------------------------------------------------------------------------------------------------
I I I I I FHQS
1682 Iun5 I 14.6Acl I I
I I I I I
1682 Iun5 I 14.6acl 04 11994 ICRITICAL AREA PLANTING
I On the steep eroding area noted on the conservation plan map establish a perennial
I grass, legume, or Legume-grass mixture.
I I See Job Sheet 111.
I I I I I
1682 Iun5 I 14.6nol 04 11994 IWASTE MANAGEMENT SYSTEM
Install a waste handling structure compatible with farm needs and desired equipment.
I I I Structure needs to be designed to provide adequate storage for the number of
I I I livestock and availbility of fields for spreading. Manure nutrient content should
I I I ( I be tested just prior to spreading.
1682 Iun5 I 14.6nol 04 11994 IWASTE TREATMENT LAGOON
I I I I I Construct animal waste treatment lagoon for the biological treatment of animal
I I I I I waste. Construct according to SCS standards and specifications.
---------------------------------- ------ --------------------------------------------------------------------------------------
I I I I I cropland
1682 13, 4, 5 I 175.4Acl I I
I I I I I
1682 13 I 69.8acl 11 11997 (CONSERVATION CROP ROTATION
14 I 63.Oacl 11 1 1997 (Follow a continuous cropping system of conventionally planted row crops.
15 I 42.6acl 11 11997 ISee Job Sheet 110.
I I I I I
1682 13 I 69.8acl 11 11997 ICOVER AND GREEN MANURE CROP
14 I 63.Oacl 11 11997 ISeed a winter cover crop of small gain, legumes, or other grasses immediately after
15 I 42.6acI 11 11997 Icrop harvest of low residue producing crops such as tobacco, corn silage, sweet
potatoes, etc. Leave the cover crop on the Land until 30 days before succeeding
I I I I crop is planted.
See Job Sheet 120.
1682 13 I 69,8riol 1:-l'• 11997 (IRRIGATION SYSTEM, SPRINKLER
14 I 63.Onb] -11 11997 IA sprinkler irrigation system will be installed in this field(s).
15 I 42.6ndl 11 11997 I
I I . I I I
1682 13 I 69.8acl 11 11997 (IRRIGATION WATER MANAGEMENT
-------------------------
HEL Fields marked as HEL are highly erodible fields. ALL practices planned and installed are for the reduction of erosion and
wiLL meet the Standards and Specifications contained in the USDA-SCS Field Office Technical Guide.
HEL* This treatment must be applied and maintained to meet FSA Compliance. Idle land with at least 50% ground cover maintained on
the surface continuously may be substituted for a row crop in the Conservation Cropping Sequence Management Practice and, if
applicable, the planned and associated supporting management practices - Conservation Tillage and Crop Residue Use for the
same time period and field.

U.S. DEPARTMENT OF AGRICULTURE PAGE 1 OF 1
NATURAL RESOURCES CONSERVATION SERVICE 12/18/97
SOIL MAP LEGEND
J.E. Grady, Sr. - Grady, Benjamin L.
Map Soil name
symbol
GoA IGoLdsboro loamy sand, 0 to 2 percent slopes
NoA JNorfoLk loamy sand, 0 to 2 percent slopes
NoB JNorfoLk loamy sand, 2 to 6 percent slopes
RaA IRains fine sandy loam, 0 to 1 percent slopes

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge_rues and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction
of pull. Set out collection containers 25 feet apart along the transect on both
sides of the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or,tech.nical'specialist for assistance.
*Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
1V_'CrA EDJ0,UEC41MR
MAR 2 8 2019
=?agai gncJr"r&fafts sP CR,

MORTALITY MANAGEMENT METHODS
(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 be at least 300 feet from
any flowing steam or public body of water.
(✓) Rendering at a rendering plant licensed under G. S. 106-168.7
( ) Complete incineration
( ) In the case of dead poultry only, placing in a disposal pit of'a•�size a
design approved by the Department of Agriculture. nd
( ) Any method which in the professionalopinion of the State
Veterinarian would make possible the salvage of part of a
dead
animal's value without endangering human or animal health. (Written
approval of the State Veterinarian must be attached)
i

U.S. DEPARTMENT OF AGRICULTURE Page 2 of 2
NATURAL RESOURCES CONSERVATION SERVICE 12/18/97
Duplin County(Kenansville) Field Office [phone]
CONSERVATION PLAN
Client: Grady, Benjamin L. J.E. Grady, Sr.
Assisted By: GPF
-------------------------------------------------------------------------------------
LAND UNITS I PLANNED
------------------- -------------------------I
TRACT I FIELD I AMOUNT I MONTHI YEAR I PLANNED CONSERVATION TREATMENT
----------------------------------------------------------------------------------------------------
I4 I 63.Oacl 11 11997 IA plan will be developed and followed controlling the rate, amount, and timing of
15 I 42.6acl 11 11997 (irrigation water.
I I I I 1
1682 13 I 69.8acl 11 11997 INUTRIENT MANAGEMENT
14 I 63.Oacl 11 11997 (Apply fertilizer and/or animal waste in accordance with the attached nutrient
15 I 42.6acl 11 11:997 Imanagement recommendations.
I I I I 1
1682 13 I 69.8ftl 11 11997 (Pipeline
14 I 63.Oftl 11 11997 IA pipeline will be installed underground for water and/or livestock waste
15 I 42.6ftl 11 11997 (conveyance.
I I I I I
1682 13 I 69.8acl 11 11997 IRESIDUE MANAGEMENT, SEASONAL
14 I 63.0acl 11 11997 (Maintain at least a 30% ground cover of plant residue on the soil surface from
15 I 42.6acl 11 11997 (harvest until 30 days before the succeeding crop is planted.
I I I I I See Job Sheet 128.
13 I 69.8acl 11 11997 IWASTE UTILIZATION
14 I 63.Oacl 11 11997 (Utilize swine waste by pumping lagoon effluent on cropland or grassland. Waste
15 I 42.6acl 11 11997 Ishould be analyzed for nutient content and fields should be soil tested. Waste
I I I I I should be applied at a rate determined by the waste analysis and the soil test.
I I I I See Job Sheet 130.
-----------------------------------------------------------------------------------------------------------------------------------
-------------------------
HEL Fields marked as HEL are highly erodible fields. All practices planned and installed are for the reduction of erosion and
will meet the Standards and Specifications contained in the USDA-SCS Field Office Technical Guide.
HEL* This treatment must be applied and maintained to meet FSA Compliance. Idle land with at least 50% ground cover maintained o
the surface continuously may be substituted for a row crop in the Conservation Cropping Sequence Management Practice and, if
applicable, the planned and associated supporting management practices'- Conservation Tillage and Crop Residue Use for the
same time period and field.

i2r
1559
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U.S. DEPARTMENT OF AG R ICULTU P SCS-CPA-16
SOIL CONSERVATION SERVICE 2 -81
CONSERVATION PLAN MAP
Owner Tare - G��z``l — — Operator 3' L �SradY
County State N C Date 3 3 I-
6 6 0
i
Approximate acres _o� 6 Approximate scale .I ` -
Cooperating with Q LA- �« S°� � cA Conservation District <
" Plan identification _T- 16 8 a Photo number E"4-
Assisted by Lau��� QSI�s 0.d Conservation Service
USDA Soil sery on r e ,
�•.
� V �1 t C .S�'>�. 4 �' i yi'um• �'�>S ��t �''` �r c r is
tTJ`O
_ � � ••'�� d -FXYl t
}� � ti • g
� t�9r.. '�Y� • Y'�[a �"r'�7+yt4�Z � {i0 '} 4 .� N trtr?I sqa� E
�.
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3 _
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elf
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1'S•_.+?� i 'A .f. 7•. FC , r}, yn.'`•�••}^, S71SAI"if��' ij"' l� '1! P•v.ve`' -" �'•Y' •• (`�7a. 4T•�"r :. y':rt-- •4 .fi
..._ = a, 3�'h,r' '��t=" r.t�•��fj'RiT .r N ss;b^`•.r¢, o-r'f`i�• r' .i �9

Operator:BENNY GRADY County: DUPLIN Date: 01/11/94
Distance to nearest residence (other than owner) : 2000. 0 feet
1. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
7040 head (finishing only) x 135 lbs. = 950400 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 950400 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 950400 lbs. SSLW x Treatment Volume(CF) /lb. SSLW
Treatment Volume(CF) /lb. SSLW= 1 CF/lb. SSLW
Volume = 950400 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
4 . TOTAL DESIGN VOLUME
Inside top length 410. 0 feet ; Inside top width 410.0 feet
Top of dike at elevation 57. 1 feet
Freeboard 1.0 feet ; Side slopes 3 .0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 56. 1 feet
Bottom of lagoon elevation 46. 1 feet
Seasonal high water table elevation 50. 8 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 . 0 3 . 0 3 .0 404 . 0 404 . 0 10. 00
AREA OF TOP
LENGTH * WIDTH =
.404 Q 404 . 0 163216 (AREA OF TOP)
AREA' OF BOTTOM
LENGTH * WIDTH =
344.0 344 . 0 118336 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
374. 0 374 . 0 559504 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMII * DEPTH
163216. 0 559504 . 0 118336 . 0
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 1401760 CU. F

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
410. 0 410. 0 168100. 0 square feet
Buildings (roof and lot water)
Length * Width =
0. 0 0. 0 0. 0 square feet
TOTAL DA 168100. 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0. 00136
Volume = 950400 Lbs. SSLW * CF of Waste/Lb. /Day * 180 days
Volume = 232658 cubic feet
5P Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculat,
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7 .48 gallons
per CF
Volume = 0. 0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall = 7 . 0 inches
Volume = 7 . 0 in * DA / 12 inches per foot
Volume = 98058. 3 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 105062. 5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 232658 cubic feet
5B. 0 cubic feet
5C. 98058 cubic feet
5D. 105063 cubic feet
TOTAL 435779 cubic feet
6. SUMMARY
Total required volume 1386179 cubic feet
Total design volume avail. 1401160 cubic -feet-
Min. req. treatment volume plus sludge accumulation 950400 cubic fE
At elev. 53 . 2 feet ; Volume is 956006 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 1296698 cubic feet
At elev. 55. 3 feet ; Volume is 1280706 cubic feet (start pumping)
Seasonal high water table elevation 50. 8 feet
7. DESIGNED BY: � APPROVED BY:
DATE: (- DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

�i
_ '� , n � � � -'fir•-�y��,�,�4-`q�.
► 'Q� `` Y�r -. .. `S Tw�. .. Q f
� �� !f f f ` ',,rr 4s � # A 'r ,` � � •`��yam,
• . ter..• � `�• '• � ��.' 4 - - - ` �'fi.o
f' r4.Ckp

'I,',
y;:� �! _� fir,.• - .; iL ! Y J•1 Flyr
1 i t y_' 1 ,�•e
1 - {T .i. •j�`. ,r S _ ... 'Y_'. `il: :' !y\ yam- ✓ {�
FI r - ;?f,`:s,y .-f' ,�{(� 'w _ :fir:•
ZVNI ( •ram _ +• • 'i - .`
li
:.r
r
y;� 1-
t 'r
- r.' s
E f'
��� - _ - - - -lr_ r� ,i;fi'`.�'t ':��r �. sip _ •: ?t•n.'F.I
•�,s 4- tit_='• _ ':�;:?-- - _ - ,y.• ,
-..jRwi'M(:':)�.iC�•.,i�:�p_ti-,rw�••,yv
•+Tr a>-LS t.-�i: �9, - a•r•
- - - n .�r� •� .-'` '.�' 'lye a•+ rt.�i�'�a• '- _�-'' _
- :-mot% #_:�• i� x .a ..,, .�, �
+���• - "�'- - ':�t.+ ;'r^>@rrr'i@S:�!Lus.r'.. _ �,:s^}.::1�.!Ki.;:i,�:�ti.•.rr-= ,•Y ';� �y:j
_ -``;��.,�, Y�� - -� 'a'..�...>_.✓ g^.'k��'.'"r+�� `1...�,:;'.,r�.r, 7;;,,.c,,:,�• !!�� �:��:I �� r• ��^r F�:.•:�.,:•,-.mac

Prator:BENNY GRADY County: DUPLIN Date: 01/11/94
Distance to nearest residence (other than owner) : 2000 . 0 feet
1, STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs. = 0 lb:
0 sows (farrow to feeder) x 522 lbs. = 0 lb:
7040 head (finishing only) x 135 lbs. = 950400 lb:
0 sows (farrow to wean) x 433 lbs. = 0 lb.
0 head (wean to feeder) x 30 lbs. = 0 lb:
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 950400 lb:
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 950400 lbs. SSLW x Treatment Volume(CF) /lb. SSLW
Treatment Volume(CF) /lb. SSLW= 1 CF/lb. SSLW
Volume = 950400 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
SCE-1�- � G-� T�v-�� �e ✓�,e.
4 . TOTAL DESIGN VOLUME
Inside top length 410. 0 feet ; Inside top width 410. 0 fee
Top of dike at elevation 57 . 1 feet
Freeboard 1. 0 feet ; Side slopes 3 .0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 56. 1 feet
Bottom of lagoon elevation 46. 1 feet
Seasonal high water table elevation 4-9� feet
SA-a ov-*
Total design volume using prismoidal formula
SS/-END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 . 0 3 . 0 3 . 0 404 .0 4Q4 . 0 10. 00
AREA OF TOP
LENGTH * WIDTH =
404 . 0 404 . 0 163216 (AREA, OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
344 . 0 344 . 0 118336 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
374 . 0 374. 0 559504 (AREA OF .MIDSECTION * 4)
CU. FT. = P.AREA TOP + (4*AREA MIDSECTION) •+ AREA BOTTOMO * DEF
163216. 0 559504 . 0 118336. 0
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 1401760 CU.

r
TEMPORARY STORAGE REQUIRED
f
pai
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width
410. 0 410. 0 168100. 0 square feet
Buildings (roof and lot water)
Length * Width =
0. 0 0. 0 0. 0 square feet
TOTAL DA 168100. 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0. 00136
Volume = 950400 Lbs. SSLW * CF of Waste/Lb. /Day * 180 day
Volume = 232658 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volum
of fresh water used for a flush system. Flush systems that recirc
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day * 180 days storage/7 . 48 gal
per
Volume = 0.0 cubic feet
5C. Volume of�rainfall in excess of evaporation
Us.e period of time when rainfall exceeds evaporation by largest am
180 days excess rainfall = 7 . 0 inches
Volume = 7 . 0 in * DA / 12 inches per foot
Volume = 98058. 3 cubic feet

Volume of ' 25 year - 24 hour storm
Volume = 7 . 5 inches / 12 inches per foot * DA
Volume = 105062 . 5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 232658 cubic feet
5B. 0 cubic feet
5C. 98058 cubic feet
5D. 105063 cubic feet
TOTAL 435779 cubic feet
6. SUMMARY ;
Total required volume. 1386179 cubic feet
Total design volume avail. 1401760 cubic feet
;y
Min. req. treatment volume plus sludge accumulatio 950400 cu
!`_?36q aK8 3-t-44
At elev. 5.3,E ���-�- feet ; Volume is -95,6.6�6.6 cubic feet (end pump
Total design volume less 25yr-24hr storm is 1296698 cubic feet
At elev. 55. 3 feet ; Volume is 1280706 cubic feet (start pu
Seasonal high water table elevation feet
7. DESIGNED BY: ��� APPROVED BY.
DATE: ( � DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: k �- "
` SCS DOES NOT CERTIFY THAT
- - EXCAVATION AND FILL VOLUMES
ARE CORRECT
V. 7Gd ��IeJ .O J . C!K
as w /.r L a cf'TL/J ice✓ vac ry of.4 '/�LGIC Li/N� " .S'r�EA�•
[/9C�a s/ ,�„/04 c o ova T .8E Gym v sT,Qu aT.gD H j,7 or Al
� �m �jni�as r✓ 3a1,�. ��dlr�. /�'�cs� !���c2 �(yo � lA +�.r� cx' �s�`a'�n '

4 . The recommended maximum amount to apply per irrigation is
one (1) inch and, the recommended maximum application rate is 0.3
inch per hour.
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 areas or areas damaged by rodents 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.
rt
9 . The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
min. odor control. The time required for the planned fluid level to be
reached (permanent + temporary storage) may vary due to soil conditions
flushing operations, and the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume
based on: 1) waste from animals; 2) excess rainfall after evaporation;
and 3) the largest 24 hour (one day) rainfall that occurs on the
average of once every 25 years. The volume of waste generated from
a given number of animals will be fairly constant throughout the year
and from year to year. This estimate is based on 7 inches of excess
rainfall which is equal to or exceeds the highest 6 months excess in
a year. The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will need to be
pumped each 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 maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s) . If the outlet pipe is not installed on the elevation to
begin pumping, a permanent marker must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimum treatment depth (-6 feet) .
Pumping can be started or stopped at any time 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.
Land application of waste water is recognized as. an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent 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. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3 . Begin pump-out of the lagoon when fluid level reaches eleva-
tion 55. 3 as marked by permanent marker. Stop pump-out when
the fluid level reaches elevation 53 .2 or before the fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) . The design temporary storage, less­25 year storm
is 330716 cubic feet or 2473758 gallons. As stated before, this
volume will vary considerably from year to year.
i

PRODUCER CERTIFICATION OF-IRRIGATION EQUIPMENT
I, �,G , , certify that I (own, have access to) the
(producer
following irrigation equipment.:
TYPE IRRIGATION AND SIZE i G
AVAILABLE FROM _
(owner of equipment)
I further certify that, through the arrangements I have made concerning irrigation equipment, I
will be able to irrigate as necessary ac rding to my waste management plan.
Stognature _ Date
(producer)
PRODUCER CERTIFICATION OF INTENT TO PLANT GRASS FOR
IRRIGATION
certify that I will plant the specified grAsses
(producer) i
as outlined in my waste management plan at the next available seeding date. If this seeding
date is in excess of 6 months from' the date I stock animals, then I will provide a temporary
cover of small grain if needed for irrigation-.
Signature _ Date
(producer)

NONTECHNICAL SOILS DESCRIPTION REPORT
J.E. Grady, Sr. - Grady, Benjamin L.
Map Soil name and description
Symbol
GoA Goldsboro loamy sand, 0 to 2 percent slopes
These nearly level, very deep, moderately well drained
soils are on uplands. They formed in loamy marine
sediments. They have a sandy surface J ayer and a loamy
subsoil. Permeability is moderate and shrink-swell
potential is low. Seasonal high water table is within a
depth of 2.0 to 3.0 feet.
NoA Norfolk loamy sand, 0 to 2 percent slopes
These nearly level, very deep, well drained soils are
on uplands. They formed in loamy marine sediments. They
have a sandy surface layer and a loamy subsoil.
Permeability is moderate and shrink-swell potential is
low. Seasonal high water table is below 4.0 feet.
NOB Norfolk loamy sand, 2 to b percent slopes
These gently sloping, very deep, well drained soils are
on uplands. They formed in loamy marine sediments. They
have a sandy surface layer and a loamy subsoil.
Permeability is moderate and shrink-swell potential is
Low. Seasonal high water table is below 4.0 feet.
RaA Rains fine sandy loam, 0 to 1 percent slopes
3r, These nearly level, very deep, poorly drained soils are
on broad flats and in slight depressions on uplands.
They formed in loamy marine sediments. They have a
Loamy surface layer and subsoil. Permeability is
moderate and shrink-swell potential is low. Seasonal
high water table is within a depth of 1.0 foot.

U.S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE Page
Duplin County(Kenansville) Field Office [phone] 1
CONSERVATION PLAN
Client: Grady, Benjamin L. J.E. Grady, Sr.
Assisted By: GPF
-----------------------------------------------
LAND UNITS PLANNED I --------------""-" --
-------------------I-------------------------I
TRACT FIELD AMOUNT I MONTHI YEAR I PLANNED CONSERVATION TREATMENT
II I ---i------i------------PROS--------------
1682 Iun5 14.6Acl I
1682 Iun5 14.6acl 04 11994 ICRITICAL AREA PLANTING
On the steep eroding area noted on the conservation plan map establish a perenr
grass, legume, or legume-grass mixture.
See Job Sheet 111.
1682 Iun5 14.6nol 04 11994 IWASTE MANAGEMENT SYSTEM
Install a waste handling structure compatible with farm needs and desired equip
Structure needs to be designed to provide adequate storage for the number of
livestock and availbility of fields for spreading. Manure nutrient content shoe
be tested just prior to spreading.
1682 Iun5 14.6nol 04 11994 IWASTE TREATMENT LAGOON
I i i I I Construct animal waste treatment lagoon for the biological treatment of animal
I I waste. Construct according to SCS.standards and specifications.
------------ ----------------------------------------- --------------------------------
I I cropland
1682 13, 4, 5 I 175.4Acl I
I I I I 1
1682 13 I 69.8acl 11 11997 (CONSERVATION CROP ROTATION
14 I 63.Oacl 11 11997 JFollow a continuous cropping system of conventionally planted row crops.
15 I 42.6acl 11 11997 (See Job Sheet 110.
I I I I 1
1682 13 I 69.8acl 11 11997 ICOVER AND GREEN MANURE CROP
14 I 63.Oacl 11 11997 Iseed a winter cover crop of small gain, legumes, or other grasses immediately afte
15 I 42.6acl 11 11997 Icrop harvest of low residue producing crops such as tobacco, corn silage, sweet
I i i I I potatoes, etc. Leave the cover crop on the land until 30 days before succeeding
I I crop is planted.
I I I I I See Job Sheet 120.
I i I I I
1682 13 I 69.8nol 11 11997 (IRRIGATION SYSTEM, SPRINKLER
14 I 63.Onol 11 1 1997 IA sprinkler irrigation system will be installed in this field(s).
15 I 42.6no I 11 I.1997 I
I I I I i
1682 13 I 69.8acl 11 11997 (IRRIGATION WATER MANAGEMENT
-------------------------
HEL Fields marked as HEL are highly erodible fields. All practices planned and installed are for the reduction of erosion and
wilt meet the Standards and Specifications contained in the USDA-SCS Field Office Technical Guide.
HEL* This treatment must be applied and maintained to meet FSA Compliance. Idle land with'-at least 50% ground cover maintained
the surface continuously may be substituted for a row crop in the Conservation Cropping Sequence Management Practice and, ii
applicable, the planned and associated supporting management practices - Conservation Tillage and Crop Residue Use for the
same time period and field.

U.S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE PAGE 1 OF 1
12/18/97
SOIL MAP LEGEND
J.E. Grady, Sr. - Grady, Benjamin L.
Map � —��.---
symbol Soil name
GoA Goldsboro loamy sand, 0 to 2 percent slopes
NoA INorfotk loamy sand, 0 to 2 percent slopes
Nos JNorfolk loamy sand, 2 to 6 percent slopes
RaA JRains fine sandy loam, 0 to 1 percent slopes
Z019

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

MORTALITY MANAGEMENT METHODS
(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 be at least 300 feet from
any flowing steam or public body of water.
(✓) Renderingat rendering
a ring plant licensed under G. S. 106-168.7
( ) Complete incineration
( ) In the case of dead poultry only, placing in a disposal pit of'a-size and
design approved by the Department of Agriculture.
( ) Any method which in the professional opinion of the State
Veterinarian would make possible the salvage of part of a dead
animal's value without endangering human or animal health. (Written
approval of the State Veterinarian must be attached)
I

U.S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE Page
Duplin County(Kenansville) Field Office [phone] 1
CONSERVATION PLAN
Client: Grady, Benjamin L.
J.E. Grady, Sr.
Assisted By: GPF
LAND UNITS I PLANNED I
----------
-------------------I------ --------------I
TRACT I FIELD AMOUNT I MONTH YEAR I PLANNED CONSERVATION TREATMENT
------ ------------------- _ _
4 1 63.Oacl 11 11997 IA plan will be developed and followed controlling the rate, amount, and timing ,
15 I 42.6acl 11 11997 lirrigation water.
I I I I I
1682 13 I 69.8acl 11 11997 INUTRIENT MANAGEMENT
15 14 I 63.Oacl 11 1997 JAppty fertilizer and/or animal waste in accordance with the attached nutrient
I 42.6acl 11 1997 management recommendations.
I I I I
1682 13 1 69.8ftI 11 1997 lPipeLine
14 I 63.OftI 11 1997 IA pipeline will be installed underground for water and/or livestock waste
15 I 42.6ftI 11 11997 )conveyance.
I I I I I
1682 13 I 69.8acI 11 11997 IRESIDUE MANAGEMENT, SEASONAL
15 14 I 63.Oacl 11 11997 IMaintain at least a 30% ground cover of plant residue on the soil surface from
I 42.6acl 11 11997 (harvest until 30 days before the succeeding crop is planted.
I I I I I See Job Sheet 128.
I I I I I
1682 13 I 69.8acl 11 11997 IWASTE UTILIZATION
14 I 63.Oacl 11 11997 (Utilize swine waste by pumping Lagoon effluent on cropland or grassland. Waste
15 I 42.6acl 11 11997 Ishould be analyzed for nutient content and fields should be soil tested. Waste
I I I I should be applied at a rate determined by the waste analysis and'the sail test.
I I I I See Job Sheet 130.
--------------------------------------
-------------------------
HEL Fields marked as HEL are highly erodible fields. All practices planned and installed are for the reduction of erosion and
Will meet the Standards and Specifications contained in the USDA-SCS Field Office Technical Guide.
HEL* This treatment must be applied and maintained to meet FSA Compliance. Idle land with it Least 50% ground cover maintained c
the surface continuously may be substituted for a row crop in the Conservation Cropping..Sequence Management Practice and, if
applicable, the planned and associated supporting management practices - Conservation Tillage and Crop Residue Use for the
same time period and field.

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

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

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

i
Practice water conservation---minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
Proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon,
Management:
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level should never be closer than 1 foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge. -
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
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 edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sI'udge 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
obtaining'and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

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

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U.S. DEPARTMENT OF AGRICULTURE NC
SOIL CONSERVATION SERVICE ! „
Re,
CONSERVATION PLAN MAP-LEGEND
Name�eKe �'S�' d` Sow Address rI�D 6�0 rGl.1�CN\, l ,31
T Zip
1 P S Yff B
Farm Boundary.
Field or Land Use Boundary
Field Acreage.- 320 Ac.
✓ {�e(`) Field Number 2O
Privafe Road e
Public Road . . . --
I e� dq G 1
"i ✓ Buildings, houses.
Perennial Stream — —
Intermittent Stream
Vegetative Waterway ;7- �i J
�l
EXISTING PLANNED
Fence x. * m
x
When existing fences are combined wldh other
symbols, they may be shown as follods:
Fence along both sides
of road
Fence along one side
oI,ditch — -----
Fence to be removed.
Ditch to be removed e
Terrace T-1 T-2
Diversion"'. `
D—t D-2�—
xx
The do's represent
represent spill s blocks; the arrows
Drainage ditch. —•—• ._._ �.__._�
(open drain)
Tile Drairt•. — —e —
Dan and Reservoir. CJ _
Field Border. _
Firebreak . —FF— --F--F--
Spring and Trough.
Excavated Holding Pit:
Lagoon
Wafer Control
{ Structure
Field or land use boundary and field number may be shown in red.
Water features may be shown in blue.

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

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Qdor Site Specific Practice
(Liquid Systems)
Flush Gutters Accumulation of solids Flush system is designed and operated.
sufficiently to remove accumulated
soilds from gutters as designed.
() Remove bridging of accumulated solids at
dish irge
l
Lagoons and Pits Crusted Solids (�'aintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
300
•of surface. _
' Excessive Vegetative Decaying vegetation V6aintain 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 Feed Spillage () Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
(} Clean up spillage on a routine basis(e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed residues () Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment(e.g.,covered bin for.
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed. j
Animal Holding Areas Accumulations of animal wastes () Eliminate low area that trap moisture along fences
and feed wastage and other 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 needed).
AMIC--November 11, 1996

Dry Manure Handling Accumulations of animal wastes () Remove spillage on a routine basis(e.g. 7-10 day
Systems interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
() Provide for adequate dl•ainage around manure stockpiles.
() Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applyi
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me:
(Landowner Signature)
i
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh
27695-76.13.
AMIC--November 11, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor
Site Specific Practil
Farmstead Swine production egetative or wooded buffers;
i
Aecommended best management
practices;
k6o6d judgment and common sense
Animal body surfaces Dirty manure-covered animals N//Dry floors
Floor surfaces Wet manure-covered floors lJ SISlr.d.r,,
otted floors;
la' ers located over slotted floors;at high end of solid floors;
ape manure buildup from floors;
ventilation for drying
Manure collection pits Urine Frequent manure removal by flush,pit
re harge,or scrape
Parital micorbial decomposition (�'lJnderfloor ventilation
Ventilation exhaust fans Volatile gases; (�i a maintenance;
15ust ( fficient air movement
Indoor surfaces Dust Washdown between groups of animals
() Feed additives;
() Feeder covers;
() Feed delivery downspout extenders to
feeder covers
Flush tanks Agitation of recycled lagoon () Flush tank covers
liquid whiles tanks are filling () Extend fill lines to near bottom of
to s with anti-siphon vents
Flush alleys Agitation during wastewater r- Underfloor flush_with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled.lagoon" () Extend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
Lift stations Agitation during sump tank filling ()Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater, () Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewaterrTxtend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions ( Pro lagoon liquid capacity
Biological mixing orrect lagoon startup procedures
Agitation 4 mum surface area-to-volume ratio
V�Winimurn agitation when pumping
()Mechanical aeration
()Proven biological additives
Irrigation sprinkler nozzles High pressure agitation rri a on dry days with little or no wind
Wind draft (' i um recommended operation pressure
ump intake near lagoon liquid surface
() Pump from second-stage lagoon
AMOC--November 11, 1996 -

EMERGENCY ACTION PLX`%111
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGEMNET SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [phone]
COOPERATIVE EXTERSION SERVICE (CES) (910)296-21.43
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not.wait until wastes reach surface waters
or leave. you property to consider. -that you have a problem. You should make:every
effort to ensure that this does not happen. This plan should be posted Wan accessible
location for all employees at the facility. The following are some action items you should
take.
1 . Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon-overflow-possible.solutions are:
a. Add soil to-berm to-increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application. rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include-
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush.systems, houses, solid separators-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
? E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks-possible action:
' a. Dig a small sump or ditch from the embankment to catch all
r 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. 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.?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 9.19-733-3942. Your phone call should include: . your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of-movement of
the spill, weather and wind conditions. The corrective measures that have been
under-taken, and the seriousness-of the sitution.
b. If spill leaves property.or enters surface waters; call'loca.l EMS .phone number.
c. Instruct EMS to contact local He lath Department.
d. Contact CEs, phone number - ; local SWCD office phone number ---, and local-
NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off-
site damage.
a. Contractors Name:
b. Contractors Address: _ - --
c. Contractors Phone: --
6. Contact the technical specialist who certified the lagoon (MRCS, Consulting
Engineer, etc.)
a. Name:
b. Phone:
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the-waste managment plan to
keep problems with release of wastes from happening again.
2

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

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

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

Practice water conservation---minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Management:
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level should never be closer than 1 foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
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 edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon 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
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

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

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

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Qdor Site Specific Practice
(Liquid Systems)
Flush Gutters Accumulation of solids Flush system is designed and operated.
sufficiently to remove accumulated
solids from gutters as designed.
() Remove bridging of accumulated solids at
disc cage
Lagoons and Pits Crusted Solids aintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
" 30 of•surface.
Excessive Vegetative Decaying vegetation aintain 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 Feed Spillage {) Design, operate and maintain feed systems (e.g.,
bunkers and troughs)to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed residues ()Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment(e.g., covered bin for
brewer's grain and similar high moisture brain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes {) Eliminate low area that trap moisture along fences
and feed wastage and other 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 needed).
AMIC--November 11, 1996

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

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST _
Source Cause BMP's to Minimize Odor Site Specific Practice.
Farmstead Swine production egetative or wooded buffers
VAecommended best management
1� practices;
(7/ood judgment and common sense
Animal body surfaces Dirty manure-covered animals_ *4"D'�ry floors
Floor surfaces Wet manure-covered floors 1 SISlotted floors;
��etd'.,s
ers located over slotted floors;
at high end of solid floors;
*1�Y�Ssrape manure buildup from floors;
Underfloor ventilation for drying
Manure collection pits Urine Frequent manure removal by flush,pit
re harge,or scrape
Parital micorbial decomposition Cy'Underfloor ventilation
Ventilation exhaust fans Volatile gases; (-a a maintenance;
Dust ( efficient air movement
Indoor surfaces Dust f Washdown between groups of animals
(1 Feed additives;
(1 Feeder covers;
() Feed delivery downspout extenders to
feeder covers
Flush tanks Agitation of recycled lagoon () Flush tank covers
liquid whiles tanks are filling () Extend fill lines to near bottom of
to with anti-siphon vents
Flush alleys Agitation during wastewater WUnderfloor flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled,lagoon' () Extend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
Lift stations Agitation during sump tank filling ()Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater, () Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater W xtend discharge point of pipes
underneath lagoon liquid lever
Lagoon surfaces Volatile gas emissions (•� lagoon liquid capacity
Biological mixing orrect lagoon startup procedures
Agitation [ mum surface area-to-volume ratio
einimum agitation when pumping
()Mechanical aeration
() Proven biological additives
Irrigation sprinkler nozzles High pressure agitation �rriir;?e_on dry days with little or no wind
Wind draft ( um recommended operation pressure
ump intake near lagoon liquid surface
() Pump from second-stage lagoon
AMOC--November 11, 1996

9
i
Storage tank or basin Partial microbial decomposition () Bottom or midlevel loading
surface Mixing while filling (}Tank covers
Agitation when emptying () Basin surface mats of solids
(1 Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition () Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying () Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading () Soil injection of slurry/sludges
spreader outlets Volatile gas emissions
()Wash residual manure from spreader after use
() Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying (}Soil infection of slurry/sludges
or sludge on field surfaces ()Soil incorporation within 48 hours
()Spread in thin uniform layers for rapid drying
(1 Proven biological additives or oxidants
Dead animals Carcass decomposition { roper 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 () Grade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads arm access road maintenance
roads from farm access
Additional Information:
_ Available From:
Swine Manure Management;0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-County Extension,Can
Swine Production Facility Manure Management: Pit Recharge--Lagoon Treatment; EBAE 128-88 NCSU-BAE .
NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88
NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU-BAE
Controlling Odors from Swine Buildings;PIH-33
NCSU-Swine Extension
Environmental Assuranc Program: NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force NC Pork Produces Assoc
NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices 4beeniewed ' h me.Signatur
AMOC--November 11, 1996

EMERGENCY ACTION PLAN!
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGEMNET SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [phone]
COOPERATIVE EXTERSION SERVICE (CES) (910)296-21.43
This plan will 'be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not.wait until wastes reach surface waters
or leave. you property to consider. that you- have a problem. You should .make..every
effort to ensure that this does. not happen. This plan should be posted in'-an accessible
location for all employees at the facility. The following are some action items you should
take.
1 . Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon.overflow-possible-solutions are:
a. Add soil to berm to-increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application. rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush.systems, houses, solid separators-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all.-flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks-possible action:
a. Dig a small sump or ditch from the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by 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. 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.?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 9.19-733-3942. Your phone call should include:. your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and.the seriousness of the sitution.
b. If spill leaves property or enters-surface waters; call local EMS .phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - ; local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off-
site damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name:
b. Phone:
7. Implement procedures as advised by DWG and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

TABLE OF IRRIGATION LANES
Effective date as of 3KWI
Jim Grady & Son's Inc.
HYDRANTS ACRES
JG-1 7.98
JG-10 7_87
J G-11 7.23
JG-12 3.52
JG-13 7.03
JG-14 8.2
JG-15 8.23
JG-16 8.34
JG-17 8.78
JG-18 8.74
JG-2 9,56
JG-3 8_36
JG-4 5.78
JG-5 6.11
JG-6 7.16
JG-7 8.12
JG-8 8.06
JG-9 7.97
Total Acres 137.04
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Swine Farm Waste management Odor Control Checklist
Source • Cause
Farmstead T BMPs to Minimize Odor Y Site Specific Practices
Swine production .0 Vegetative or wooded buffers;
0 Recommended best management practices;
® Good judgment and common sense
Animal body surfaces • Dirty manure-covered animals A Dry floors
Floor surfaces • Wet manure-covered floors 63 Slotted floors; T
.® Waterers located over slotted floors;
13 Feeders at high end of solid floors;
13 Scrape manure buildup from floors;
_ O Underfloor ventilation for drying
Manure collection pits • Urine; 13 Frequent manure removal by flush,pit recharge,
• Partial microbial decomposition or scrape;
O Underfloor ventilation
Ventilation exhaust fans • Volatile gases; ® Fan maintenance;
Dust M Efficient air movement
Indoor surfaces • Dust A Waslydown between groups of animals;
® Feed additives;
0 Feeder covers;
® Feed delivery downspout extenders to feeder
_aeMers
l lush tanks Agitation of recycled lagoon O Flush tank_cov_ers; --- -�—
liquid while tanks are filling ® Extend fill lines to near bottom of tanks with
anti-siphon vents
Flush alleys •Agitation during wastewater 0 Underfloor flush-with underfloor ventilation
conveyance
Pit recharge points . Agitation of recycled lagoon 0 Extend recharge lines to near bottom ofpits
liquid while pits are filling with anti-siphon vents
Lift stations • Agitation during sump tank Cl Sump tank covers �-
filling and drawdown
Outside drain collection Agitation during wastewater 0 Box covers
or junction boxes conveyance

Source Cause _ BMPs to Minimize Odor Site Specific Practices
End of drainpipes at • Agitation during wastewater 19 Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions; IN Proper lagoon liquid capacity;
Biological mixing; 9 Correct lagoon startup procedures;
• Agitation .® Minimum surface area-to-volume ratio;
IR Minimum agitation when.pumping;
El Mechanical aeration;
O Proven biological additives
Irrigation sprinkler • High pressure agitation; FT Irrigate on dry days with little or no wind;
nozzles . Wind drift If Minimum recommended operating pressure;
® Pump intake near lagoon liquid surface;
O Pump from second-stage lagoon
Storage tank or basin • Partial microbial decomposition; D Bottom or midlevel loading; ~
surface • Mixing while filling; O Tank covers;
• Agitation when emptying D Basin surface mats of solids;
O Proven biological additives or oxidants
Settling basin surface • Partial microbial decomposition; El Extend drainpipe outlets underneath liquid
• Mixing while tilling; level;
• Agitation when emptying O Remove settled solids regularly
Manure,slurry or sludge • Agitation when spreading; O Soil injection of slurryAfudges;
spreader outlets . Volatile gas emissions a Wash residual manure from spreader after use;
O Proven biological additives or oxidants
Uncovered manure, Volatile gas emissions while CI Soil injection ofslurry/slud.ges
slurry or sludge on field drying CI Soil incorporation within 48 hrs.;
surfaces O Spread in thin uniform layers for rapid drying;
® Proven biological additives or oxidants
Dead animals • Carcass decomposition Proper disposition of carcasses
Dead animal disposal Carcass decomposition O Complete covering of carcasses in burial pits;
pits 0 Proper location/construction of disposal pits
Incinerators • Incomplete combustion 0 Secondary stack burners

Source Cause T BMPs to Minimize Odor — Site Specific Practices
Standing water around • Improper drainage; IN Grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter
Manure tracked onto f Poorly maintained access roads Farm access road maintenance
public roads from farm
access
Additional information: Available From :
Swine Manure Management; 0200 Rule/BMP Packet NCSU,County Extension Center
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge-Lagoon Treatment; EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment; EBAE 129-88 NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage;.EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assurance Program ; NPPC Manual NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management:Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension
1

Insect Control Checklist for Animal Operations
UN.4Ps to Control Insects Site Specific Practices
Source Cause
— Liquid Systems
Flush Gutters • Accumulation of solids I7 Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
O Remove bridging of accumulated solids at
discharge
Lagoons and Pits ~• Crusted Solids v~ 00 Maintain lagoons,settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6-
8 inches over more than 30%of surface. J__
Excessive Vegetative • Decaying vegetation Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along waters edge on impoundment's perimeter. J
— _— — Dry Systems
• Feed Spillage 0 Design,operate and maintain feed systems(e.g.,
Feeders
bunkers and troughs)to minimize the
accumulation ordecaying wastage.
01 Clean up spillage on a routine basis(e.g.,7- 10
day interval during summer; I5-30 day interval
during winter). _ _- ------
Feed Storage • Accumulations of feed residues CI Reduce moisture accumulation within and
around immediate perimeter or feed storage.
areas by insuring drainage away from site
and/or providing adequate containment(e.g.,
covered bin for brewers grain and similar high
moisture grain products).
0 Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.

P
BM[Ps to Control Insects. Site Specific Practices
Source Cause
Animal Holding Areas • Accumulations of animal wastes Cl Eliminate low areas that trap moisture along
and feed wastage fences and other locations where`waste
accumulates 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
needed). ___^ -T------ -
Dry Manure Handling Accumulations of animal wastes ❑ Remove spillage on a routine basis(e.g.,7- 10
Systems day interval during summer; 15-30 day interval
during winter)wher6 manure is loaded-for land
application or disposal.
❑ Provide for adequate drainage around manure
stockpiles.
0 Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
:manure handling areas as needed.
^For more information contact the Cooperative Extension Service,Department of Entomology,Box 7613,North Carolina State University,
Raleigh,NC,27695-7613.

Insect Control Checklist for Animal Operations
Source Cause _ _ _ BMPs to Control Insects Site Specific Practices
Li uid S stems
Flush gutters Accumulation of solids O Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
D Remove bridging of accumulated solids at
discharge
Lagoons and pits • Crusted solids El Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
over more than 30 percent of surface
Excessive vegetative • Decaying vegetation O Maintain 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 Feed spillage ® Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
® Clean up spillage on a routine basis (e.g.,7- to 10-
day interval during summer; 15- to 30-day interval
during winter)
AMIC - November 11, 1996,page 1

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site S ecific Practices Feed storage Accumulations of feed ® Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products)
0 Inspect for and remove or break up accumulated
solids in filter strips around feed stora e as needed
Animal holding areas Accumulations of animal ® Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
0 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 needed)
Dry manure handling Accumulations of animal 13 Remove spillage on a routine basis (e.g.,
systems wastes 7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
0 Provide for adequate drainage around manure
stockpiles
0 Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
For more information contact:
Cooperative Extension Service,Department of Entomology, Box 7613,North Carolina State University,Raleigh, NC 27695-7613.
AMIC - November 11, 1996, page 2

4
EMERGE-8 Y A. _LL � Al��
PHONE NUMBERS
Division of Water Resources (DWR)
Emergency Management System (EMS)
Soil and Water Conservation District (SWCD)
Natural Resources Conservation Service (MRCS)
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
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 posted in an accessible location for all employees at
the facility.The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to some possible problems are listed below.
a. Lagoon overflow-possible solutions are:
1) Add soil to berm to increase elevation of dam.
2) Pump wastes to fields at an acceptable rate.
3) Stop all flows to the lagoon immediately.
4) Call a pumping contractor.
5) Make sure no surface water is entering lagoon.
b. Runoff from waste application field-actions include:
1) Immediately stop waste application.
2) Create a temporary diversion to contain waste.
3) Incorporate waste to reduce runoff.
4) Evaluate and eliminate the reason(s)that caused the runoff.
5) Evaluate the application rates for the fields where runoff occurred.
c. Leakage from the waste pipes and sprinklers-action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Close valves to eliminate further discharge.
4) Repair all leaks prior to restarting pumps.
1 November 23,2016

d. Leakage from flush systems, houses, solid separators-action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Make sure no siphon occurs.
4) Stop all flows in the house,flush systems,or solid separators.
5) Repair all leaks prior to restarting pumps.
e. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing
leaks- possible action:
1) Dig a small sump or ditch away from the embankment to catch all seepage,put in
a submersible pump,and pump back to lagoon.
2) If holes are caused by burrowing animals,trap or remove animals and fill holes
and compact with a clay type soil.
3) Have a professional evaluate the condition of the side walls and lagoon bottom as
soon as possible.
2. 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 noted,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 of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours,call your DWR regional office,phone number:
_.After hours,emergency number: 1-800-858-0368. Your phone call should
include: your name,facility,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 situation.
b. If spill leaves property or enters surface waters,call local EMS,phone number:
.Instruct EMS to contact local Health Department.
c. Contact the following for advice/technical assistance:
1) Cooperative Extension,phone number-
2 November 23, 2016

2) local SWCD office,phone number:
3) local NRCS office,phone number:
4. If none of the above works call 911 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off-site
damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (MRCS,Consulting Engineer,
etc.)
a. Name:
b. Phone:
7. Implement procedures as advised by DWR 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.
3 November 23,2016

ptd+SrArf v.
ROY COOPER -
Governor
MICHAEL S,REGANr'� #.;
Secretary
LINDA CULPEPPER NORTH CAROLINA
Director Environmental Quality
June 13,2019
Michele T. Grady
Jim Grady and Son. Inc
PO Box 428
Faison,NC 28341-0428
Subject: Additional Information Request
Application No. AWS310185
Jim Grady and Sons. Inc.
Duplin County
Dear Ms. Michele T. Grady,
The Animal Feeding Operation Program of the Division of Water Resources(Division)has completed a
preliminary review of your renewal permit application package. Additional information is required
before we may continue our review. Please address and submit the following item(s)within 30(thirty)
days of receipt of this letter:
❑ Change in Ownership: The owner name for this facility in our records is different than the person
signing the application package.Please fill out a change of ownership form if there has been a
change on ownership of this facility.A blank copy of the Change of Ownership form can be
found at:
https•//deq nc gov/about/divisions/water-resources/water-resources-
p ermits/wastewater-branch/animal-feeding-on eration-permits/appli cations
Please reference the subject application number when providing the requested information. All revised
and/or additional documentation shall be signed, dated and sent to my attention at the address below. The
Information can also be submitted electronically at ramesh ravellagncdenr.gov
Please feel free to contact me at 919-707-3702. if you have any questions regarding this letter,
Sincerely,
P
Animal Feeding Operations Program
cc: Wilmington Regional Office, Water Quality Regional Operations Section
AFOGS Section Files—AWS310185
�� North Carolina Department of Environmental Quality I Division of Water Resources
_ �� 512 North Salisbury Street 1 1636 Mail Service Center I Raleigh,North Carolina 27699-1636
ay.Y �ioiinha�owou�wniry 919,707.9000

Notification of Change of Ownership
Animal Waste Management Facility
(Please type or print all information that does not require a signature)
In accordance with the requirements of 15A NCAC 2T .1304(c)and 15A NCAC 2T .1305(d)this form is official notification
to the Division of Water Quality (DWQ) of the transfer of ownership of an Animal Waste Management Facility. This form
must be submitted to DWQ no later than 60 days following the transfer of ownership.
General Information:
Name of Farm: Jim Grady&Sons Inc Facility No:_31_185
Previous Owner(s)Name: Beniam n L Grady(Deceased) Phone No: 910-267-4481
New Owner(s)Name No: Michele T. Gradv 910-267-4481
Mailing Address: P.O.Box 428 Faison NC 28341-0428 Smithfield Foods LLC.
Farm Location: Latitude and Longitude:_35_ _03 _54_ / 78_ _04_ 03 County:Duplin
Please attach a copy of a county road map with location identified and describe below(Be specific:road names,directions,
milepost, etc.): From Bowdens Crossroads Take SR 1301 to SR 1353. Take left on SR 1353 to intersection of SR 1354.
Take right on 1354 Farm on right side
Operation Description:
Type of Su,ine No. ofAninials Type of Poultry No. of Animals Type of Cattle No. of Animals
❑ Wean to Feeder ❑ Layer ❑ Dairy
+Feeder to Finish 7040 ❑Pullets ❑ Beef
❑ Farrow to Wean
❑ Farrow to Feeder
❑Farrow to Finish Other Type of Livestock Number ofAnimals:
❑ Gilts
❑ Boars
Acreage Available for Application:+-147 Required Acreage_+-137.04
Number of Lagoons/Storage Ponds : 1 Total Capacity: _1,401,760 _Cubic Feet(0)
Owner/Manager Agreement
I(we) verify that all the above information is correct and will be updated upon changing. 1(we)understand the operation and
maintenance procedures established in the Certified Anhnal Waste Management Plan (CAWMP) for the farm named above
and will implement these procedures. I (we) laiow that any modification or expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a permit modification before the new anhnals
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 there must not be run-off fi•om the application of animal waste. I(we)understand that this facility may be
covered by a State Non-Discharge Permit or a NPDES Permit and completion of this form authorizes the Division of Water
Quality to issue the required permit to the new land owner.
Name of Previous Land Owner:
/Benjamin L. Grady (Deceased)
CH"j"""`Dec�eas�ed (��! /
Signature: ILLBttw f ^✓"�.g IN `1u"a e:
Name of New Land Owner: ,,,, Michele T. Grady
Signature:��/ a ��QLn j K.1/l&a'.+y/� Date: W
Name of Manager(if different from owner):
Signature: Date:
Please sign and return this form to: N. C. Division of Water Quality
Aquifer Protection Section
Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh,NC 27699-1636
May 2,2007

Animal Waste Management System Operator Designation Form
WPCSOCC
NCAC 15A 8F .0201
Facility/Farm Name: Jim Grady.&Sons Inc
Permit#: AWS-310185 Facility Mg: 31 - 185 County: Duplin
Operator In Charge(OIC)
Name: Benjamin Lewis Grady
First Middle Last Jr,sr,etc.
Cert Type/Nuumber: # 1007337 Work Phone: ( 910)267-4481
e�- /I/
Signature:_�`2i.A +G Date: �9
"I certify that I agree to my designation as the Operator in Charge for the facility noted.I understand and will abide by the rules
and regulations pertaining to the responsibilities set forth in 15A NCAC 08F.0203 and Failing to do so can result in Disciplinary
Actions by the Water Pollution Control System Operators Certification Commission."
Back-up Operator In Charge(Back-up OIC) (Optional)
First Middle Last Jr,Sr,etc.
Cert Type/Number: Work Phone: ( )
Signature: Date:
"I certify that I agree to my designation as Back-up Operator in Charge for the facility noted.I understand and will abide by the rules
and regulations pertaining to the responsibilities set forth in 15A NCAC 08F.0203 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
Owner/Permittee Name: Michele T.Grady
Phone#: [phone] // f—� Fax#: ( 1
Signature: MiCAk(Z � ^' Date: 6ftf 'l9
(Owner or authorized agent)
Mail or fax to: WPCSOCC
1618 Mail Service Center
Raleigh,N.C.27699-1618
Fax: [phone]
(Retain a copy of this form for your records)
Revised 8/2007

WASTE UTILIZATION PLAN
Goldsboro Hog Farms, Inc.
Thursday,September 1, 2011 Updated: 91112011
Producer : Michele T.Grady
Farm Name : Jim Grady&Sons Inc.
P.O.Box 428
Faison,NC 28341
Telephone# : [phone]
Type of Operation : Feeder to Finish Swine
Number of Animals : 7040 hogs design capacity
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre-cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
21-1.0217 adopted by the Environmental Management Commission.
Page 1

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
7040 hogs X 1.9 tons waste/hogs/year= 13376 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
7040 hogs X 2.3 Ibs PAN/hogs/year= 16192 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 suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
CT FIELD SOIL PE CLA S- CROP YIELD BS AW COMM CRES BS AW APPLIC.
DETERMINING PHASE CODE N/ACRE N/ACRE USED TIME
1682 1 RAINS W 55 106.15 0 7.98 847 SEPT-APR
1682 1 RAINS C 105 93.4 20 7.98 745 MAR-JUN
1682 * 1 RAINS SB 37 148-0 7.98 1161 APR-SEP 15
1682 1 RAINS CO 800 58.4 0 7.98 466 APR-AUG
1682 10 GOLDSBORO 0-2% W 65 135.85 0 7.87 1069 SEP-APR
1682 10 GOLDSBORO 0-29% C 110 105.4 20 7.87 829 MAR-JUN
1682 10 GOLDSBORO 0-2% SB 38 152 0 7.87 1196 APR-SEP 15
1682 10 GOLDSBORO 0-2% CO 925 82.325 0 7.87 648 APR-AUG
1682 11 GOLDSBORO 0-2% tSB
135.85 0 7.23 982 SEP-APR
1682 11 GOLDSBORO 0-2% 105.4 20 7.23 762 MAR-JUN
1682 11 GOLDSBORO 0-2% 82.325 0 7.23 595 APR-AUG
1682 * 11 GOLDSBORO 0-2% 152 0 723 1099 APR-SEP 15
1682 12 GOLDSBORO 0-2% 13585 0 352 478 SEP-APR
1682 12 GOLDSBORO 0-2% 105.4 20 3.52 371 MAR-JUN
1682 12 GOLDSBORO 0-2% SB 38 152 0 3.52 535 APR-SEP 15
1682 12 GOLDSBORO 0-2% CO 925 82.325 0 3.52 290 APR-AUG
1682 * 13 RAINS W 55 106.15 0 7.03 746 SEPT-APR
1682 13 RAINS C 105 93.4 20 7.03 657 MAR-JUN
1682 13 RAINS SB 37 148 0 7.03 1040 APR-SEP 15
1682 13 RAINS CO 800 58.4 0 7.03 411 APR AUG
1682 14 RAINS W 55 106A5 0 8.2 670 SEPT-APR
1682 14 RAINS C 105 93.4 20 8.2 766 MAR-JUN
1682 14 RAINS SB 37 148 0 8.2 1214 APR-SEP 15
1682 14 RAINS CO 800 58.4 0 8.2 479 APR-AUG
1682 * 15 RAINS W 55 106.15 0 8.23 874 SEPT-APR
1682 15 RAINS C 105 93.4 20 8.23 769 MAR-JUN
1682 * 15 RAINS SB 37 148 0 8.23 1218 APR-SEP 15
1682 15 RAINS CO 800 58.4 0 8.23 481 APR-AUG
1682 16 RAINS W 55 106.15 0 8.34 885 SEPT-APR
1682 16 RAINS C 105 93.4 20 8.34 779 MAR-JUN
1682 16 RAINS SB 37 148 0 8.34 1234 APR-SEP 15
1682 * .16 RAINS CO 800 58.4 0 8.34 487 APR AUG
1682 17 RAINS W 55 106.15 0 8.78 932 SEPT-APR
1682 * 17 RAINS C 105 93.4 20 8.78 820 MAR-JUN
1682 17 RAINS SB 37 148 0 8.78__-APR-SEP 15
1682 * 17 RAINS CO 800 58.4 0 8.78 513 APR-AUG
1682 18 RAINS W 55 106.15 0 8.74 928 SEPT-APR
1682 18 RAINS C 105 93.4 20 8.74 816 MAR-JUN
1682 * 18 RAINS SB 37 148 0 8.74 1294 APR-SEP 15
1682 18 RAINS CO 800 58.4 0 8,74 510 APR AUG
1682 2 IRAINS W 55 106.15 0 9.56 1015 SEPT-APR
Page 2

1682 2 RAINS C 105 93.4 20 9.56 893 MAR-JUN
1682 * 2 RAINS SB 37 148 0 9.56 1415 APR-SEP 15
1682 2 RAINS CO 1100 58.4 0t5.78614
8 APR-AUG
1682 * 3 RAINS W 55 106.15 07 SEPT-APR
1682 3 RAINS C 105 93.4 201 MAR-JUN
1682 3 RAINS SB 37 148 07 APR-SEP 15
1682 * 3 RAINS CO 800 58.4 08 APR-AUG
1682 4 RAINS CO 800 58.4 08 APR-AUG1682 4 RAINS c 105 93.4 200 MAR-JUN1682 4 RAINS W 55 106.15 014 SEPT-APR
1682 4 RAINS SB 37 148 0 5.78 855 APR-SEP 15
1682 5 GOLDSBORO 0-2% W 65 135.85 0 6.11 1130 SEP-APR
1682 5 GOLDSBORO 0-2% C 110 105.4 20 6.11 644 MAR-JUN
1682 5 GOLDSBORO 0-2% SB 38 152 0 6.11 929 APR-SEP 15
1662 5 GOLDSBOR002% CO 925 82.325 0 6.11 503 APR-AUG
1 882 * 6 GOLDSBORO 0-2% W 65 135.115 0 7.16 973 SEP-APR
1682 6 GOLDSBORO 0-2% C 110 105.4 20 7.16 755 MAR-JUN
1682 6 GOLDSBORO 0-2% SB 38 152 0 7.16 1088 APR-SEP 15
1682 6 GOLDSBORO 0-2% CO 925 82.325 0 7.16 589 APR-AUG
1682 7 GOLDSBORO 0-2% W 65 135.85 0 8.12 1103 SEP-APR
1682 7 GOLDSBORO 0-2% C 110 105.4 20 8.12 856 MAR-JUN
1682 7 GOLDSBORO 0-2% SB 38 152 0 8.12 1234 NPR-SEP 15
1682 * 7 GOLDSBORO O-2% CO 925 82.325 0 8.12 668 APR-AUG
1682 8 GOLDSBORO 0-29/. W 65 135.85 0 8.06 1095 SEP-APR
1682 8 60LDSBORO0-2% C 110 105.4 20 8.06 850 MAR-JUN
1682 8 GOLDSBORO 0-2% SB 38 152 0 8.06 1225 APR-SEP 15
1682 + 8 GOLDSBORO 0-2% CO 925 82.325 0 8.06 664 APR-AUG
1682 9 GOLDSBORO 0-2% W 65 135.85 0 7.97 1083 SEP-APR
1682 9 GOLDSBORO 0-2% C 110 105.4 20 7.97 840 MAR-JUN
1682 * 9 GOLDSBORO 0-2% SB 38 152 0 7.97 1211 APR-SEP 15
1682 9 GOLDSBORO 0-2% CO 925 82.325 0 7.97 656 _APR AUG
TOTALS: 19844.4
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 3

TABLE 2 : ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE CROP UNITS LBS N/UNIT
C CORN BUSHELS 1.25
CO COTTON POUNDS 0.12
SB SOYBEANS BUSHELS 4
W WHEAT BUSHELS 2.4
W WHEAT BUSHELS 2.3
Page 4

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
TABLE 1 137.04 19,844
TOTALS: 137.04 19,844
AMOUNT OF N PRODUCED: 16,192
***BALANCE -3,652
*** This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due to equipment limitations. Actual total acres in the
fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 2604.8 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 1.58 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
APPLICATION APPLICATION
TRACT FIELD SOIL TYPE CROP RATE(In/hr) ANIT(inches)
1682 3,*14,*15,416,*17,*18,*z,RAINS W 0.40 *1
1682 3,*14,*15,*16,*17,*18,*2,RAINS SB 0.40 *1
1682 ,*14,*ts,*16,*17,*18,*2,RAINS CO 0.40 *1
1682 3,*14,"15,*16,*17,*18,*2,RAINS C 0.40 *1
11682 10,*11,*12,*5,*6,*7,*8,*GOLDSBORO 0-2% w 0.50 *1
1682 10,*11,*12,*5,*6,*7,*8,*GOLDSBORO 0-2% SB 0.50 *1
1682 10,*11,*12,*5,*6,*7,*8,*GOLDSBORO 0-2% CO 0.50 *1
1682 10,*11,*12,*5,*6,*7,*8,*GOLDSBORO 0-2% C 0.50 *1
* This is the maximum application amount allowed for the soil assuming the amount of
nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 5

NARRATIVE OF OPERATION
WUP was ammended and updated 9/1/11. All information was provided by Grower and plan
that was written by Billy Houston. This plan is written based on an Irrigation Design done by
Billy Hall.
A small grain can be used by the Grower as green manure cover crop before corn. The 30
Ibs for green maure will be removed from the corn crop fot that year.
Page 6

PLANS & SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of$10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climate conditions, and level of
management, unless there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no greater
than 10 tons per acre per year and appropriate filter strips will be used where runoff leaves
the field. These filter strips will be in addition to "Buffers" required by DEM. (See FOTG
Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
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" in the NRCS Technical Reference -
Environment file for guidance.)
*7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order to control conditions conducive
to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with
a high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of a crop on bare soil.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following:
the outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
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and from any perennial stream or river (other that 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 landownwer.
14. Waste shall be applied in a manner not to reach other property and public right - of ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over-spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or drift
from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc, are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon berms
and structures should be inspected regularly for evidence of erosion, leakage or discharge.
*18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the possibility
of an illegal discharge, pollution and erosion.
*19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied as a preemergence with no other applications of
animal waste during the crop season.
*21. Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to mark
the maximum storage volume fpr waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate-determining
element. Zinc and copper levels in the soils shall be monitored and alternative crop sites
shall be used when these metals approach excessive levels. pH shall be adjusted for
optimum crop production amd maintained. Soil and waste analysis records shall be kept for
five (5) years. Poultry dry waste application records shall be maintained for three (3) years.
Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
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Agriculture regulations.
* Liquid Systems
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NAME OF FARM: Jim Grady & Sons Inc.
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: Michele,, T. Grady
SIGNATURE: �� ( A1 �. �. / / DATE: 4 f�� h
NAME OF MANAGER (if different from owner):
please print
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: Robert B. Mitchell Jr.
AFFILIATION: Private Technical Specialist
ADDRESS (AGENCY): 104 Adler Lane
Goldsboro, NC 27530
[phone]
SIGNATURE: DATE: l�
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