310223_Application_20240328

" 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, 2024,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 3,2024.
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 Permittee.
1. Certificate Of Coverage Number: AWS310223
2. Facility Name: Albertson Farm
3. Permittee's Name(same as on the Waste Management Plan): Hilton Agribusiness LLC
4. Permittee's Mailing Address: PO Box 2107
Flo?
City: Elizabethtown State: NC Zip: 28337-05-3".T
Telephone Number: 910-862-4549 Ext. E-mail:
5. Facility's Physical Address: 4069 N NC 903 Hwy
City: Albertson State: NC Zip: 28508
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner):
8. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Smithfield Hoc Production
10. Operator Name(OIC): Brandon Lee Norris Phone No.:9//0_3 VS- OIC#: 1004381
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Wean to Finish 7,513
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
#1 Lagoon 8/19/1994 Full,clay 624,606.00 71,874.00 19.50
#2 Lagoon 8/12/1994 Full,clay 648,947.00 840,708.00 19.50
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.1OC(d),either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by 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,solids separators,sludge drying system,waste transfers,etc.)
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.

s
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than$10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
-11
Name(Print): �� ~�ti,�thA'.� J t. [ Title: 00VU.,Jw,.,4 r j
Signature: Date: Z~ZD— Z LY
Name(Print): Title:
Signature: Date:
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636

WASTE UTILIZATION PLAN
Saturday, May 21,2022
Producer: Hilton Agribusiness
Farm Name : Albertson Farm 31-223
PO Box 2107
Elizabethtown,NC 28337
Telephone#: [phone]
Type of Operation : t,,, to Finish swine
Number of Animals : 7513 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
2H.0217 adopted by the Environmental Management Commission.
Page 1 of 9

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
7613 hogs X 1.62 tons waste/hogs/year= 12171.06 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
7613 hogs X 1.4 Ibs PANlhogs/year= 10518.2 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
TRACT FIELD SOIL TYPE&CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE NIACRE NIACRE USED TIME
-5008 4 -AUTRYVILLE ALL BH 5.5 270.05j 0 3.64 982.982 MAR-SEP
5008 4A4A AUTRYVILLE ALL SG 1 1 _ 1001 0 3.64 3641 SEP`MAR
5008 4B AUTRYVILLE ALL BH 5.51 -270.05 01 5.73 1547.391 MAR-SEP
I 5008 - 413 AUTRYVILLE ALL SG 1 100 01 5.73 5731 SEP-MAR
5008 4C AUTRYVILLE ALL BH 5.61 270.05 01 6.01 1623.00 MAR-SEP
----- - --- ---- --
5008 4C 1AUTRYVILLE ALL SG 11 100 0 6.01 6011 SEP-MAR
5008 4D AUTRYVILLE ALL BH 5.51 270.05 0 3.32 896.5661 MAR-SEP
5008 4D AUTRYVILLE ALL SG 1 1= 100, 01 3.32 3321 SEP-MAR
5008
5008 6A !AUTRYVILLE ! j- 10 ALL -I SG 1 0� 0 230j
6A JAUTRYVILLE ALL BH 5.5 270.05 0 2.3 621 MAR-SEP
,
2 3 2301 SEP MAR
------ -------------
L 5008 j 66 EAUTRYVILLE ALL BH ! 5.5i 270.05; 0 0.26 70.2131 MAR SEP
{ 5008 !- 6B iAUTRWILLE ALL SG j 1 100 01 0.26 261 SEP-MAR
----
j 5008 ! 7A AUTRYVILLE ALL I BH 5.5j 270.05 0 2.3 621.1151 MAR-SEP
5008 - 7A (AUTRYVILLE ALL 1 SG f 11 1001 0 2.3 230) SEP-MAR
--- -
500 76 AUTRYVILLE ALL BH 1 5.5 270.05i 2.3 621.1151 SEP
5008 �_7B AUTRYVILLE ALL SG J 1 100) 0 2.3 230 SEP-MAR
5008 7C AUTRYVILLE ALL _ BH 5.5, 270.05, 0 4.89 1320.5 MAR-SEP
5008 7C (AUTRYVILLE ALL SG 1 100' 0. 4.89 489, EP-MAR
5008 8A AUTRYVILLE ALL BH 5.5. 270.05; 0. 7.13 1925.46! MAR-SEP
5008 8A AUTRYVILLE ALL SG 1 100 0 7A3 713' SEP-MAR
--- -- --- --.. ------- --- - - ---
5008 8B AUTRWfLLE ALL BH 5.5 27O.fl5 0 3.31 893.866 MAR-SEP
5008 88 AUTRYVILLE ALL SG 11 100 0 3.31 3311 SEP-MAR
5008 j 8C JAUTRYVILLE ALL BH i 5.51 270.051- -0 - 0.83 224.1421 MAR-SEP
5008 8C JAUTRYVILLE ALL SG 1 1' 100; 0 0.83 83! SEP-MAR
i-5008 8D 1AUTRYVILLE ALL BH 1 5.51 270.0- 0 2.9
81 804.7491 MAR SEP
-- - --- - -
( 5008 - $D AUTRYVILLE ALL SG 11 1001 _ 0' 2.98 298 SEP-MAR
TOTALS: 16662.3
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 2 of 9

TABLE 2 :ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
N 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
BH HYBRID BERMUDAGRASS-HAY y TONS _ 50
SG I SMALL GRAIN OVERSEEDED AC _ i 50
Page 3 of 9

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
'T�_E1 _ 45 16,652
TOTALS: {` 451 16,652
AMOUNT OF N PRODUCED: 10,618
'BALANCE -6,134
*** 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 proceeding 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 2779.81 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 1.7 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(infhr) AMT(inches)
5008 -6A,-6B,--7A 7B,-7C, AUTRYVILLEALL SG 0.601
5008 4D,6A,6B,7A,7B 7C,8A,AUTRYVILLE ALL BH i 0.60 °1
— - - — - --
*This is the maximum application amount allowed for the soil assuming the amount of
nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 4 of 9

NARRATIVE OF OPERATION
This farm is a wean to finish operation. The latest nitrogen co-efficient and RYE tables were
used.
Page 5 of 9

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

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

NAME OF FARM: Albertson Farm 31-223
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 rdquire a new utilization
plan and a new certification`to be submitted to DEM before the new animals are stocked.
I (we) understand that I roust own-or have ages 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 9-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILI'I` 31a� .Iton A dbusiness
SIGNATURE.
_ __ TE.
NAME OF MANAGER(i€different from owner}:
please print
SIGNATURE. DATE:.
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: Barwick Ag Services
ADDRESS(AGENCY): 103 Country Club Circle
Clinton, NC 28328
SIGNATURE. - DATE. "
f
t
R
- L
f:
.Page 9 of 9

I.S.DePARTMENT OF AGRICULTURE
OIL CONSERVATION SERVICE SCS-CPR-16
CONSERVATION PLAN MAP
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,� Q U 0!IN State Al
Date 1 a
Approximate acres 97 Appioximate scale-J.
Cooperating witfi Do P 1,1,, 4,All f
Conservation District
Plan identification Photo number ►:xi<-
Assisted by SL 4 USDA Soil Conservation Service - `
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Operator: Albertson Farm#/1 County: Duplin Date: 05/24/22
Distance to nearest residence(other than owner): 1600.0 feet
1. AVERAGE LIVE WEIGHT(ALW)
0 sows(farrow to finish) x 1417 lbs. = 0 lbs
0 sows(farrow to feeder) x 522 lbs. = 0 lbs
3754 head(finishing only) x 115 lbs. 431710 lbs
0 sows(farrow to wean) x 433 lbs. - 0 lbs
0 head (wean to feeder) x 30 lbs. - 0 lbs
Describe other: 0
Total Average Live Weight= 431710 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume= 431710 lbs.ALW x Treatment Volume(CF)/Ib.ALW
Treatment Volume(CF)/Ib.ALW= 1 CF/lb.ALW
Volume= 431710 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume= 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)------------------- 350.0
Inside top width (feet)---------------------- 205.0
Top of dike elevation (feet)---------------- 46.0
Bottom of lagoon elevation(feet)------------ 32.5
Freeboard (feet)----------------------------- 1.0
Side slopes(inside lagoon)------------------ 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 344.0 199.0 12.5
AREA OF TOP
LENGTH*WIDTH =
344.0 199.0 68456 (AREA OF TOP)
AREA OF BOTTOM
LENGTH*WIDTH =
269.0 124.0 33356 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH*WIDTH*4
306.5 161.5 197999 (AREA OF MIDSECTION*4)
CU. FT. = [AREA TOP+(4*AREA MIDSECTION) +AREA BOTTOM] * DEPTH/6
68456.0 197999.0 33356.0 2.1

Total Designed Volume Available= 624606 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length *Width=
350.0 205.0 71750.0 square feet
Buildings(roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 71750.0 square feet
Design temporary storage period to riod to b e 180 days.
5A. Volume of waste produced
Feces& urine production in gal./day per 135 lb.ALW 1.37
Volume= 431710 lbs.ALW/135 Ibs. ALW*1.37 gal/day 180 days
Volume= 788590 gals. or 105426.5 cubic feet
5B. 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 recirculate
the lagoon water are accounted for in 5A.
Volume= 0.0 gallons/day* 180 days storage/7.48 gallons
Volume= 0.0 cubic feet per CF
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= 41854.2 cubic feet
5D. Volume of 25 year-24 hour storm

Volume= 7.5 inches/12 inches per foot*DA
Volume= 44843.8 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 105427 cubic feet
5B. 0 cubic feet
5C. 41854 cubic feet
5D. 44844 cubic feet
TOTAL 192124 cubic feet
6. SUMMARY
Temporary storage period____________________> 180 days
Rainfall in excess of evaporation=====______> 7.0 inches
25 year-24 hour rainfall________________> 7.5 inches
Freeboard__________________________________> 1.0 feet
Side slopes=________________________________> 3.0 : 1
Inside top length=====_____________________> 350.0 feet
Inside top width===________________________> 205.0 feet
Top of dike elevation=_____________________> 46.0 feet
Bottom of lagoon elevation===_______________> 32.5 feet
Total required volume_______________________> 623834 cu.ft.
Actual design volume=====__________________> 624606 cu.ft.
Seasonal high watertable elevation (SHWT)===> feet
Stop pumping elev.__________________________> 42.0 feet
Must be>or=to the SHWT elev.====______> feet
Must be>or=to min. req. treatment el.=> 38.5 feet
Required minimum treatment volume=====______> 431710 cu. ft.
Volume at stop pumping elevation=====_____=> 431806 cu. ft.
Start pumping elev.=________________________> 44.3 feet
Must bo at bottom of freeboard &25 yr. rainfall
Actual volume less 25 yr.-24 hr. rainfall==> 579763 cu.ft.
Volume at start pumping elevation=====______> 579468 cu.ft.
Required volume to be pumped=====____=_____> 147281 cu.ft.
Actual volume planned to be pumped=====_____> 147662 cu. ft.
Min. thickness of soil liner when required==> 2.0 feet
7. DESIGNED BY. APPROVED B
DATE: r` 7 DATE: y►r "'� `7
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

Operator: Albertson Farm#2 County: Duplin Date: 05/24/22
Distance to nearest residence(other than owner): 1600.0 feet
1. AVERAGE LIVE WEIGHT(ALW)
0 sows(farrow to finish) x 1417 lbs. = 0 lbs
0 sows(farrow to feeder) x 522 lbs. - 0 lbs
3759 head (finishing only) x 115 lbs. = 432285 lbs
0 sows(farrow to wean) x 433 lbs. = 0 lbs
0 head(wean to feeder) x 30 lbs. = 0 lbs
Describe other: 0
Total Average Live Weight= 432285 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume= 432285 Ibs.ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/Ib.ALW= 1 CF/lb. ALW
Volume= 432285 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume= 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 460.0
Inside top width (feet)---------------------- 183.0
Top of dike elevation (feet)---------------- 43.0
Bottom of lagoon elevation (feet)------------ 31.5
Freeboard (feet)----------------------------- 1.0
Side slopes(inside lagoon)------------------ 3.0 : 1
Total design volume using prismoidal formula
SSIENDI SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 454.0 177.0 10.5
AREA OF TOP
LENGTH*WIDTH=
454.0 177.0 80358 (AREA OF TOP)
AREA OF BOTTOM
LENGTH*WIDTH =
391.0 114.0 44574 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH*WIDTH *4
422.5 145.5 245895 (AREA OF MIDSECTION*4)
CU. FT. =[AREA TOP+(4*AREA MIDSECTION)+AREA BOTTOM] * DEPTH/6
80358.0 245895.0 44574.0 1.8

Total Designed Volume Available= 648947 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length *Width=
460.0 183.0 84180.0 square feet
Buildings(roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 84180.0 square feet
Design temporary storage period to riod to b e 180 days.
5A. Volume of waste produced
Feces&urine production in gal./day per 135 lb.ALW 1.37
Volume= 432285 lbs. ALW/135 lbs.ALW* 1.37 gal/day 180 days
Volume= 789641 gals. or 105566.9 cubic feet
5B. 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 recirculate
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= 49105.0 cubic feet
5D. Volume of 25 year-24 hour storm

Volume= 7.5 inches 112 inches per foot*DA
Volume= 52612.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 105567 cubic feet
5B. 0 cubic feet
5C. 49105 cubic feet
5D. 52613 cubic feet
TOTAL 207284 cubic feet
6. SUMMARY
Temporary storage period==_________________> 180 days
Rainfall in excess of evaporation=====______> 7.0 inches
25 year-24 hour rainfall__________________> 7.5 inches
Freeboard___________________________________> 1.0 feet
Side slopes====_____________________________> 3.0 : 1
Inside top length=====______________________> 460.0 feet
Inside top width=====______===========______> 183.0 feet
Top of dike elevation=_____________________> 43.0 feet
Bottom of lagoon elevation==_______________> 31.5 feet
Total required volume_______________________> 639569 cu. ft.
Actual design volume=====___________________> 648947 cu.ft.
Seasonal high watertable elevation(SHWT)===> feet
Stop pumping elev.__________________________> 39.2 feet
Must be>or=to the SHWT elev.====______> feet
Must be>or=to min. req.treatment el.=> 37.5 feet
Required minimum treatment volume=====______> 432285 cu. ft.
Volume at stop pumping elevation=====_____=> 440625 cu.ft.
Start pumping elev._________________________> 41.3 feet
Must be at bottom of freeboard&25 yr. rainfall
Actual volume less 25 yr.-24 hr. rainfall==> 596335 cu.ft.
Volume at start pumping elevation=====______> 595954 cu.ft.
Required volume to be pumped===_____________> 154672 cu. ft.
Actual volume planned to be pumped=====_____> 155328 cu.ft.
Min. thickness of soil liner when required==> 1.7 feet
7. DESIGNED BY: c�, APPROVED BY:
DATE: DATE: '"
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: - �
WV D0:6 ZZOZ18T190 T P T.06ed 4Lo0-064(0T6).xej )ja!MJe8 SIM0.0j. ZbL444£6i6T:xej H�nvesa Ao❑w•iin

Operator:Donald Grady County: Duplin Date: 08/19/94
Distance to nearest residence (other than owner) : 2200 . 0 feet
1 . AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
3200 head (finishing only) x 135 lbs. = 432000 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : 0
Total Average Live Weight = 432000 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 432000 lbs . ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume (CF) /lb. ALW = 1 CF/lb. ALW
Volume = 432000 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 . 0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 350 . 0
Inside top width (feet) ---------------------- 2.05 . 0
Top of dike elevation (feet) ----------------- 46 . 0
Bottom of lagoon elevation (feet) ------------ 32 . 5
Freeboard (feet) ----------------------------- 1. 0
Side slopes (inside lagoon) ------------------ 3 . 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 . 0 3 . 0 3 . 0 344 . 0 199 . 0 12 . 5
AREA OF TOP
LENGTH * WIDTH =
344 . 0 199 . 0 68456 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
269 . 0 124 . 0 33356 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
306 . 5 161. 5 197999 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/E
68456 . 0 197999 . 0 33356. 0 2 .

Total Designed Volume iailable = 624606 CU. FT.
5 . TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
350. 0 205 . 0 71750 .0 square feet
Buildings (roof and lot water)
0 . 0 square feet Describe this area.
TOTAL DA 71750 . 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal . /day per 135 lb. ALW 1. 37
Volume = 432000 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
Volume = 789120 gals. or 105497 . 3 cubic feet
5B. 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 gallonE
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 = 41854 . 2 cubic feet

5D . Volume of 25 year - 24 hour storm
Volume = 7 . 5 inches / 12 inches per foot * DA
Volume = 44843 . 8 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 105497 cubic feet
5B. 0 cubic feet
5C. 41854 cubic feet
5D. 44844 cubic feet
TOTAL 192195 cubic feet
6 . SUMMARY
Temporary storage period____________________> 180 days
Rainfall in excess of evaporation=====______> 7 . 0 inches
25 year - 24 hour rainfall__________--------> 7 . 5 inches
Freeboard___________________________________> 1. 0 feet
Side slopes_________________________________> 3 . 0 : 1
Inside top length___________________________> 350 . 0 feet
Inside top width____________________________> 205 . 0 feet
Top of dike elevation_______________________> 46 . 0 feet
Bottom of lagoon elevation__________________> 32 . 5 feet
Total required volume_______________________> 624195 cu. ft.
Actual design volume________________--------> 624606 cu. ft.
Seasonal high watertable elevation (SHWT) ===> 27 . 0 feet
Stop pumping elev.__________________________> 42 . 0 feet
Must be > or = to the SHWT elev.====______> 27 . 0 feet
Must be > or = to min. req. treatment el.=> 38 . 5 feet
Required minimum treatment volume=====______> 432000 cu. ft.
Volume at stop pumping elevation=====_______> 433575 cu. ft.
Start pumping elev._________________________> 44 . 3 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 579763 cu. ft.
Volume at start pumping elevation=====______> 577481 cu. ft.
Required volume to be pumped________________> 147351 cu. ft.
Actual volume planned to be pumped=====_____> 143906 cu. ft.

' Min. thickness soil liner when required*. 2 . 0 feet
7 . DESIGNED BY: 47 .
APPROVED BY: ` (�/�RDATE: /�_q DATE: �`'�O \`. s��� �;ycrYJ'
• Gi fD
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
1 D
COMMENTS: �' �� Nit
t GM

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders, sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans . Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material . To the extent
they are suitable, excavated materials can be used as fill . The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 2 . 0 ft.
------ -------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL, SC, CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content .of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will farm a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material . When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator (rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans . The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be .seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates .
REMOVAL OF EXISTING TILE DRAINS

-------------------&---------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The the
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.
r

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A 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 at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
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 temporary storage pump-out of the lagoon when fluid level
reaches the elevation 44 . 3 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 42 . 0 . This temporary
storage, less 25 yr- 24 hr storm, contains 147351 cubic feet or
1102189 gallons .

SHEET 2 OF 2
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. Refer to the waste utilization plan for further details .
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded 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. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
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.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 4 . 0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0. 0 LBS. RYE GRAIN AT 30 LBS. /ACRE (NURSERY FOR FESCUE)
240. 0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
32 . 0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS. /ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
160. 0 LBS. RYE GRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
4000 .0 LBS. OF 10-10-10 FERTILIZER (1000 LBS. /ACRE)
8 .0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
400. 0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY 'LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.

1. PENSACOLA B AGRASS IS SLOWER TO ESTA SH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.
i
MAR 2 8 2019
kj&.CT, Q'q tal iJ �y

U. , Department of Ac September 1980cult NC-ENO-34
Saill Conservation Service File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DMA r
Landowner o a l si-aOlc, County v .
� .
Community or Group No_ Conservation Plan Na.
to Top of Dam 7� 5� Ft.' Length of Flood Pool 3S Ft.
Estimated Depth of Water
Date of Field Hazard Investigation
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. . ev. . st. evation
Kind of :Improvements: of Breach
ve
Reach: Length:'Width: Slope: Land Use Improvements ; Flood°plain:o Flood ePTa6nve
Ft. Ft. Ft. Ft.
2 -
3 - -
Describe potential for loss of life and damage to existing or probable future downstream
improvements- from a� sudden brea/c/1h /
Hazard Classification of Dam 6
b, c) (see NEM-Part 520.21)
Dam Classification '(I, II, III ,(IV V)
Date ��, _MBy
4namV ttit�e]
Date
Concurred By name) title}
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

WASTE UTILIZATION PLAN
FOR
Donald Grady
PO Box 85
Albertson NC 28508
April 6, 1994
Your animal waste utilization plan has been specifically
developed for your 6400 FEEDER TO FINISH SWINE operation.
The plan is based on the soil types, crops to be grown, and
method of application for your particular operation. The waste
must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the
animal waste should be used to reduce the amount of commercial
fertilizer required for the crops in the fields where the waste
is to be applied. This waste utilization plan uses nitrogen as
the limiting nutrient . Waste should be analyzed before each
application and annual soil tests are encouraged so that all
plant nutrients and lime can be balanced for realistic yield
of the crops 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 environ-
mentally safe manner. Always apply waste based on the needs
of the crop to be grown and the nutrient content of the waste .
The amount of available nitrogen for plant use is dependant on
the method of application. Soil type is important due to
different leaching potential and yield potential . Waste shall
not be applied to land eroding at greater than 5 tons per acre
per year. Do not apply waste on saturated soils or on land
when the surface is frozen. Either of these conditions may
result in runoff to surface waters . Wind conditions should
also be considered to avoid drift and downwind odor problems .
To maximize the value of the nutrients for crop production and
reduce the potential for pc;' lution, ;caste should be applied to
a growing crop or not more -han 30 days prior to planting.
Soil incorporation of the waste will conserve nutrients and
reduce odor problems .
The acres needed to apply the animal waste are based on
typical nutrient content for this type of facility. Annual
acreage requirements may be more or less depending on the
specific waste analysis report for your facility at the time
of irrigation.

Your waste utilization plan is based on the following:
TABLE A. AMOUNT OF WASTE PRODUCED PER YEAR
-------- -----------------------------------------------------------------
NUMBER OF ! TONS WASTE PER TONS WASTE
ANIMALS TYPE OF ANIMALS 1000 ANIMALS PER YEAR
6400 FEEDER TO FINISH 1900 12160
-------------------------------------------------------------------------
TABLE B . SUMMARY OF CROPS BY FIELD
------------------------------------------- ---------------------------------
TRACT FIELD SOIL ACRES CROP CROPCODE
--------- ------- ------- ------ ------------------------------- --------
5008 1 MCC 7 HYBRID BERMUDAGRASS HAY BH
5008 2 NoB 1 . 76 HYBRID BERMUDAGRASS HAY BH
5008 3 NoB 2 . 5 HYBRID BERMUDAGRASS HAY BH
5008 4 AuB 16 . 24 HYBRID BERMUDAGRASS HAY BH
5008 5 AuB 16 . 96 HYBRID BERMUDAGRASS HAY BH
5008 6 ToA 1 . 16 TALL FESCUE PASTURE FE
5008 AuB 4 . 65 CORN CO
5008 I AuB I23 . 95 ( CORN CO
TABLE C. SUMMARY OF CROPS; YIELD, AND NUTRIENT REQUIREMENTS BY SOIL TYPE
-----------------------------------------------------------------------------
CROP SOIL YIELD UNITSITOTAL N *TOTAL P *TOTAL K
--------------------- -------- --- ----- ----
HYBRID BERMUDAGRASS HAY AuB 5 . 5 TONS-
275 0 140 - 160
CORN AuB 75 BU 193 . 75 0 6.0 - 80
HYBRID BERMUDAGRASS HAY MCC 6 TONS ' 300 0 140 - 160
HYBRID BERMUDAGRASS HAY NoB 6 : 1 TONS 305 0 140 - 160
TALL FESCUE PASTURE ToA 3 TONS 150 10 - 30 i20 - 40
-----------------------------------------------------------------------------
* Total phosphate and potash amounts should be confirmed with a soil test .

r
.CABLE, D. WASTE MANAGL `dT BY FIELD
---------------------------------------------
' CROP WASTE APPL TYPE WASTE N COMM N MONTHS TO APPLY
TRACT FIELD CODE METHOD WASTE LB/AC LB/AC ANIMAL WASTE
------- ----- ----- --------
5008 1 BH IRRIGATE SWINE 300 0 APRIL TO OCT
5008 2 BH IRRIGATE SWINE 305 0 APRIL TO OCT
5008 3 BH IRRIGATE SWINE 305 { 0 APRIL TO OCT
5008 4 BH IRRIGATE SWINE 275 0 APRIL TO OCT
5008 5 BH IRRIGATE SWINE 275 0 APRIL TO OCT
5008 6 FE IRRIGATE SWINE 150 0 SEPT—NOV & FEB—APR
5008 7 CO IRRIGATE SWINE 93 . 75 0 MARCH TO JUNE
5008 8 CO IRRIGATE SWINE 93 . 75 0 MARCH TO JUNE
--------------------------- -------------------------------------------------
The acres, crops, and application method shown in the preceding tables will
accommodate approximately 6688 . 9 animals of the type shown in Table A.
If more commercial fertilizer 'is used than is shown in Table D, then
additional acres of land will be needed. A 10 - 25 feet wide permanent
grass filter strip should be seeded along all ditches in fields that
receive animal waste.
The acres shown in Table B are the usable acres in the field shown. Usable
acres are the acres that must be able to receive animal waste . Buffer areas
along ditches, houses, property lines, etc. have been subtracted from the
total field acreages to arrive at the usable acres . The total acres shown
on the attached map is needed for land application in order to have the
proper buffer areas . A combination of land application equipment or
irrigation equipment may be needed in order to properly land apply waste to
11 parts of the fields listed. It is the responsibility of the producer to
acquire whatever equipment is needed to properly land apply the waste.
ADDITIONAL COMMENTS
r-
Prepared by: ,-_ Title 1116
Concurred in by: Date ✓( �✓
Producer

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UNITED 6TATES SOIL
DEPARTMENT OF CONSERVATION
AGRICULTURE SERVICE
----------------------------------------
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
NAME LSr�f�_-�tL�`-------- LOCATION 1 n,.!{ _,v_._
-ALhrr _- ------------------
------------------
_ _ ------------------
TELEPHONE5Lt ,.5�-@�=- 3 L'51----- SIZE OPERATION4ybk-1="d-'`t -
------------
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY
PRODUCER a-�-FT.
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES-----
If yes, SCS cannot provide assistance.
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE"
PERENNIAL STREAM? YESL` - NO----
If no, site mgst be reloca ed.
IS SITE WITHI14/ 1 MILE ZONINGIJURISDICTION
OF A MUNICIPALITY? YES----- NO
If yes, 'landowner should consult with local zoning board
about required permits. Permits must be obtained prior
to design approval.
Are utilities in construction area? YES----- NO----
If yes, see Part 503 of the National Engineering Manual
and follow policy.
(Copies of maps or other reference materials may be
attached to site evaluation. )
Page 1
`��C(ti�QlSD�190DIb4.�9�;'
MAR 2 8 119
3eglonel ice

WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY
YES----- NO
NON-CROPLAND.
If yes, producer must complete a Form AD-1026.
WILL ACTION RESULT IN SWAMPBUSTING? YES---- NO----
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE
PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS AND THE
DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF
ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE
ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS,
US ARMY CORP OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL
MANAGEMENT.
(A copy of AD-1026 and CPA-026 should be attached to
site evaluation. )
OTHER ENVIRONMENTAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT
PRESENT? YES--- NO----
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE
PLANNING AREA OR WILL PLANNED ACTIONS IMPACT ON AN
ADJACENT NATURAL SCENIC AREA? YES---- NO----
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE
PLANNED AREA? YES---- NO-��
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMP25,TANT
FARMLANDS IN THE OPERATING UNIT? YES---- NO----
WILL THE ACTION RESULT IN SODBUSTING? YES---- NO----
If yes to any of/ these questions, refer to form NC-CPA-16
sources. The formldoes not need to be
or policy sou
completed.
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER. . . . . . . . . . .
. . . . . . . .PREDOMINANT WIND DIRECTION? YES=�- NO----
. . . . . . . . POSSIBLE EXPANSION OF TREATMENT
VOLUME FROM 1 CU. FT. UPWARDS TO ✓
3 CU. FT. /LB. OF ANIMAL? YES---- NO----
. . . . . . . .PRECHARGING LAGOON WITH FRESH
WATER TO AT LEAST 1/2 OF THE
CAPACITY? YES-- NO----
. . . . . . . .USING GOOD SOUND JUDGMENT IN
LAND APPLICATION OF WASTE? YES---- NO
Page 2

WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND
APPLY WASTE? YES-� NO----
IF NO, DOES PRODUCER HAVE ACCESS TO
MORE LAND? YES---- NO----
IF LAND IS NOT OWNED BY PRODUCER,
CAN PRODUCER GET AGREEMENT ON LAND
ON WHICH TO APPLY WASTE? YES---- NO----
(Attach Waste Utilization Plan to site evaluation. )
SOIL INVESTIGATION -- VALID ONLY IF SOIL INVESTIGATION
SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON? YES-_` - NO------
ISA CLAY LINER REQUIRED? YES---`-'-�- NO------
IF YES, IS CLAY AVAILABLE ONSITE? YES------ 1 NO
QUESTIONABLE--------
IS A CORE TRENCH REQUIRED? YES------ NO------ j
(Attach soil investigation sheet to site evaluation. ) f!
SITE APPROVED YES--fir NO------ CONDITIONAL--------
COMMENTS _
yQ rfoL� G_ AL
--
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND
CONSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIME
PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRUCTION MAY
REQUIRE THAT SITE EV. LUATION B VALIDATED.
SIGNATURE- --- --- DATE--------
Page 3

OG&I's
United States Soil
Department of Conservation P. 0. BOX 277
Agriculture :.Service KENANSVILLE, NC 28349
TELEPHONE [phone]
--------------------------------------------------------------------------------
WASTE MANAGEMENT FACILITY SITE EVALUATION AND MANAGEMENT PLAN
TO: - - - PRODUCER. Vor,nU C7 vC,
�}I�PrCSish I'J L ;,1� Sa g
LOCATION OF SITE On /U L C1 a lip o X 1,S I—%I-e S AJ A JE Aj1 )I-Vi, 6
SIZE OF PROPOSED OPERATION Ij,.c Pr-
IS SOIL SUITABLE FOR LAGOON? YES NO SOIL CLASS. -}u ff�IG L
DISTANCE FROM THE LAGOON SITE TO NEAREST RESIDENCE OTHER THAN LANDOWNER OR HIS
TENANT
NUMBER OF HOUSES WITHIN 2000 FEET OF LAGOON SITE
ACREAGE/CROP REQUIRED TO PUMP EFFLUENT i Co+•�
DOES LANDOWNER HAVE ENOUGH ACREAGE YES l NO
IF NO, DOES LANDOWNER HAVE ACCESS TO !MORE ACREAGE? YES NO
WILL FACILITY IHVOLV"ALTERING WETLAHPS? YES NO ✓
IF THE ABOVE QUESTION CONCERNING WETLANDS IS CHECKED "YES', THE LANDOWNER IS
HEREBY ADVISED THAT THIS CONSTRUCTION MAY REQUIRE PERMITS FROM THE ARMY CORP OF
ENGINEERS. IT IS THE LANDOWNERS RESPONSIBILITY TO DETERMINE IF PERMITS ARE
NECESSARY AND TO OBTAIN THE REQUIRED PERMITS. THE ARMY CORP REPRESENTATIVE FOR
DUPLIH COUNTY IS:
JEFF RICHTER,
US ARMY CORP OF ENGINEERS
P. 0. BOX 1890
WILMINGTON, NC 28402
TELEPHONE [phone]
LANDOWNER IS RESPONSIBLE TO DETERMINE IF ANY LOCAL OR STATE ZONING ORDINANCES
AFFECT THE LOCATION OF THIS FACILITY.
DOES SITE MEET SCS CRITERIA FOR WASTE TREATMENT FACILITIES? YES ✓ NO
ADDITIONAL COMMENTS l r n�!_ !-}j e O s ��_ __ '• l' tv� er i r. f�_ _,_ 'i
Vt r t..iT c�- r7 C, '�;1�e c1 �:,;�.�. q� ri r '1 1^rx C,,te r t,a..
THIS APPROVAL IS VALID FOR 60 DAYS FROM THE DATE SIGNED. IF DESIGN HAS HOT BEEN
'COMPLETED WITHIN THIS PERIOD SITE WILL BE RE-EVALUATED AT THE TIME' OF DESIGN TO
ASSURE COMPLIANCE WITH SCS STANDARDS. LAGOON WILL HAVE TO BE 750 FEET FROt ANY
RESIDENCE OTHER THAN APPLICANT'S AT' TI c: OF DESIGN.
The so,conaetvawn s-mce 1
DATE
Is an agency of tAm he }+ ` _vuv Oepaentof/lgricuttcxe SIGNATURE -
/

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SCS'ENG-538 U. S. DEPARTMENT OF AGRICULTURE
Rev. 5-70 SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME A DISTRICT
DATE I - i'I - 9 =- -- COUNTY
S. C. S. PHOTO SHEET NO. WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES POND CLP.SS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. scale 1"= feetl
Locate reference point )n center line of dam and Identify on sketch.
♦X
r
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I
SHOW BORING NUMBER AND PROFILE
DEPTH Make and list dam-site and spillway borings first•then ponded area and borrow pit borings-separate with vertical red line.
(Continued on back where necessary) Show water table elevations on dam-site borings.
SCALE
1 2 3 4 5 6 7 8 9 10- 11 12 13 14 15 16 17 18 19 20 21 22 23
93 '.a r.
0-y Sr D 4 S
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All I SIcR: I
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BORINGS MADE BY r�? a n. SIGNATURE & TTTLE..—' _' •_. 1'1A.-. G,

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_.SCS-ENG-536 .. ... U-S. OEPARTN.ENT OF AGRICULTURE
Rcv. 5-70 - - *OIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POt4D SITE
FARMER'S NAME : i:t���r f a/nt f uDISTRICT_— __ —
]DATE- ` S ? COUNTY —
S_ C.S. PHOTO SIIEET NO.— WORK UNIT
MIATERSIND AREA MEJISLMEMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES POND CLASS WORK>UNTT•.CONSERVAT IONIST
SKETCH OF PROPOSED•POND $ROWING WHERE BORINGS WERE MADE (Appzoz acEle-1�J= feet)
Locale rcfcrenee point?aeenlcr line oL cram
ZJ_ •.n. _ _ :1� r �:i �i: T! " :+s: may' :f• yiy,, `��:..
i
- I
I
SHOW �-�.� BORING NUMBER AND PROFILE
DEPTH M and Uit dom:rile'na eJ lwau bo rin os rrsl-LAenrpondtd area end barroar pit bor(nos-scrarale with vKrtical rod line-
"'•'' ( ntf ucd on Lack unc�rt r� csaryl Shoo soaltr lobte4l1_1evations on dam-silt borinos. '
SCALE 2 3 1 t S 6 7 8 9 110 11 I2 I13 14 J1 15 16 17 118 19 20 21 122 23
c
-S L., S 6r,, I
ej
BORINGS MADE SIGNATURE & TTILE lJ 0, S•

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` �```� `'a` — TYPICAL X—SECTION T©M ELEV. 5 `0' J �--T—
:. ,c
y NAIL IN.______
1vesf .�C._o-r -r,&c(--
SEE NOTE 3
C z'e.: c
SEE NOTE-2-
f
I
CACa z 41, 3 J ..
EXC = CY 1
FILL = +`AQ a�20 CORE. TRENCH
CY SEE SOIL SHEET
FOR DEPTH
+ 10% 4199 NOTES: SITE CONDITION NOTES
7
TOTAL: _ - CY I) ALL WEAK MATERIAL TO BE OVERCUT r
AND BACKFILLED AND COMPACTED. 0 oP T# L I ' I �- .t, u•• . 5 Gicr p cc s �
THICKNESS OF LINER DEPENDS ON OVERALL L
DEPTH. LINER FOR THIS LAGOON TO BE
COMPUTATIONS BY: Z/o ZI/��
2) DIKE BEHIND BLDGS TO DE MIN. 0.5'�
.�6_ a.y 1 (�� �_r cC t t1 1-11GHER THAN OTHER PLANNED ELEV.
_.'1r i
3) WALK AND LOADING AREA TO BE BUILT 1.5' ABOVE LOW
/ END PADS. BUILD 6' WIDE CONTIN., 7' FROM REAR OF BLDGS;
- FILL TO 81_DGS EIEFO' `,QUIP MOVES OUT (WORK TO BE -
COORDINATED W/ BL, ;ONTRACTORS).

r r ,
■■■a■■ ■■■■©v■mow ■ ■ ■■■■■■■■ ■■■ ■■■■ a®Ef/■■ ■■■■ ■■
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` A3s"'r�*• 47AS Opt-ur C3sRTM-.ICATIQ-'T POR NZW O R =AZIDSD P...ZMOTS
tho ec=:plated for to tba Divissiom of f=o ^tat. I3ara�a*,�rt at
,a ad lraea = t'ro rave=a® side of tal a to=.
Name of fa--3 (please ynt - 0�? c D _ raW44
Address: �'� c< �5 / /scN ��'S3
Phone Igo. :� /` v 3GS
cz,"m loc__icn: Latitude and Longitude: `4'� L�I`77` Y � PI (req i-'ed) Also,
please a__acZ a copy of a cc=ty road map with location} identifier.
TY e of cce_atioc (swine, layer, dairy, etc.)
Design c=.a_-ty (nc ^e_ of az i�+al s) 3700
Average size of cpe=ati•an' (12 =,cnth,aaoulacion avg.) '-00
Average acreage needed for land application of waste (acres) : 57../
...-___==�=�a==3a3==�3=s_==as3aa=3asit=332a�s=3=�==as=:a==3=33=a==33 333 3333 33 moos
TeC^=_cam
As a tec^nical specialist designated by the North Carolina Sail and Water
cons e=Jaticn Con issi or_ pursuant to 15A NCAC 6c .0005, I cart- f that t`_ze new or
expanded a^.imal waste management system as installed for the farm named above
has arm animal waste management plan that meets t_^_n design, ccnstrs.ctioa,
ape=ati cn and maintenance standards and specifications of the Division at
E.nvizar-me'.
-+tal Management and the USDA-Soil Conservation Service and/or the North
Caroli-na. Soil 'and Water Copse=Jatior: Carranc i ssica pursuant to ISA NCAC 2H.0217 and
1SA NCAC 6E .0001-.0005. The following e-lements and t eir cor,espond,ing minimum
by me or other designated tec�unicai specialists a.Zd
are include ! in the plan: as applicable: minirnu-m szDa=ations (buffers) ; liners or
far lagoons or waste storage ponds; waste storage capacity; adequate
q artit'f and amount of land far waste utilization (or use of third party) ; access
or oc.-ne=ship of proper waste application eq:foment; schedule for timing of
apnlicaciors ; application rates; loading rates; and the control of the discharge
Of Oolluta_.ts from sto -wate.- i—,noff events less severe than the 25-year, 24-hou-
r�a^a o= Tgc_ical Spec;aI {s- (Please ?rint)
Affi liaticn:_ s ms cif CtrvC�.c� �nr.
Address (A r : Rd ,Q NC Phone No. `Ito 5 o_c'
Sigratu=�� �' ��� — Date ( � -C)4
-�------3 t����-�L-�-33 33337333 i�Z-i33_'L33IS3=3333-333333333-�{3�-.-=3�i33i
r
I (we) understand the operation and maintenance procedures established in the
approved a__i_^al waste management plan for the farm named above and will imple-meat
these D=acedu=es . I (we) know• that any additional expansion to the existing
design capacity of the waste treatment and storage system or Construction of new
facilities will re:-uire a new certification to be s--mitter to the Division of
Envizar=_ntal Management before the new animals are stocker. I (we) also
und--rsta=^ ta^_a_ t_^_e-e =ust be r1C aisCna ge of ammo! waste frC.^_, t�h1 SYSte_R, to
surface waters of the state either through a ma-n-mace car_veyance or through
runoff from a storm event less severe than the 25-vea-, 24-hour storm. The
approver plan wi_I he filed at the farm and at the office of the local Soil and
Water Cons er-Jat-ion District.
IT—a of T-z;d. Owna.- (Please Print)
Date:
pia-^.a of uaraga=, cifi=went from owner (Please print)
Signature: Date:---
?vcto: A c-a_.ge in lard aw._e,s ip re4-.;=-es notificat:an or a new certification
(i; " t'_Ze a,ozoved plan is changed) to be su..mi tted to the Division of
--- orj:e^tal ;Sanagement within 60 days of a title transfer_
Dot USE ONs1`I:AGVr-h=

DONALD GRADY — GROWER #263
8 (800) FINISHING HOUSES
HIGHWAY 903 — DUPLIN COUNTY
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DIRECTIONS : FROM KENANSVILLE, TAKE HIGHWAY 903 NORTH.
AFTER ALBERTSON, FARM WILL BE APPROXIMATELY 2 MILES ON LEFT.
MALLING ADDRESS: SHIPPING ADDRESS:
DONALD GRADY DONALD GRADY
P.O. BOX 85 HIGHWAY 903
ALBERTSON, NC 28508 ALBERTSON, NC 28508
-- (9I9) 568-3659
l.�o''r
BROWN'S OF CAROLINA.INC.
303 EAST COLLEGE STREET - P.O.BOX 487 • WARSAW,N.C.28398-0487 - OFFICE: [phone] • FAX:[phone]

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Operator:Donald Grady County: Duplin Date: 08/12/94
Distance to nearest residence (other than owner) : 2200. 0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
3200 head (finishing only) x 135 lbs. = 432000 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other 0
Total Average Live Weight = 432000 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 432000 lbs. ALW x Treatment Volume (CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 432000 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
4 . TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 460. 0
Inside top width (feet) ---------------------- 183 . 0
Top of dike elevation (feet) ----------------- 43 . 0
Bottom of lagoon elevation (feet) ------------ 31.5
Freeboard (feet) ----------------------------- 1. 0
Side slopes (inside lagoon) ------------------ 3 . 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 . 0 3 . 0 3 . 0 454 . 0 177 . 0 10.5
AREA OF TOP
LENGTH * WIDTH =
454 . 0 177 . 0 80358 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
391. 0 114 . 0 44574 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
422 . 5 145. 5 245895 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
80358 . 0 245895 . 0 44574 . 0 1 . F

Total Designed Volume Oilable = 648947 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
460. 0 183 . 0 84180 . 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 84180. 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1. 37
Volume = 432000 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
Volume = 789120 gals. or 105497 . 3 cubic feet
5B. 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 = 49105. 0 cubic feet

`iD. Volume of 25 year - 24 hour storm
Volume = 7 . 5 inches / 12 inches per foot * DA
Volume = 52612 . 5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 105497 cubic feet
5B. 0 cubic feet
5C. 49105 cubic feet
5D. 52613 cubic feet
TOTAL 207215 cubic feet
6. SUMMARY
Temporary storage period____________________> 180 days
Rainfall in excess of evaporation=====______> 7 . 0 inches
25 year - 24 hour rainfall__________________> 7 . 5 inches
Freeboard___________________________________> 1. 0 feet
Side slopes_________________________________> 3 . 0 : 1
Inside top length___________________________> 4,60 . 0 feet
Inside top width____________________________> 183 . 0 feet
Top of dike elevation--______________________> 43 . 0 feet
Bottom of lagoon elevation__________________> 31. 5 feet
Total required volume_______________________> 639215 cu. ft.
Actual design volume________________________> 648947 cu. ft.
Seasonal high watertable elevation (SHWT) ===> 34 . 0 feet
Stop pumping elev.__________________________> 39 . 1 feet
Must be > or = to the SHWT elev.====______> 34 . 0 feet
Must be > or = to min. req. treatment el.=> 37 . 5 feet
Required minimum treatment volume=====______> 432000 cu. ft.
Volume at stop pumping elevation=====_______> 4•31537 cu. ft.
Start pumping elev._________________________> 41. 3 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 596335 cu. ft.
Volume at start pumping elevation=====______> 593620 cu. ft.
Required volume to be pumped________________> 154602 cu. ft.
Actual volume planned to be pumped=====_____> 162084 cu. ft.

Min. thickness ooil liner when required= 1.7 feet
/i ��t1e�c?At ,) �
7 . DESIGNED BY G' a++ CA:-'7^
APPROVED BY:
�o..rn_„c�.�.-r.�,..
DATE: /' � �' ��'QG::.�;?,an.,,`7 ''•.
DATE:
✓ a . "ate' c'L_�.�
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders, sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans . Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill . The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations . Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam. Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1 . 7 ft.
-- -------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL, SC,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area . The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand' it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least -90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material . When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted -perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process . For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications . Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates .
REMOVAL OF EXISTING TILE DRAINS

--------------------*--------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A 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 at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
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 temporary storage pump-out of the lagoon when fluid level
reaches the elevation 44 . 3 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 42 . 0 . This temporary
storage, less 25 yr- 24 hr storm, contains 147351 cubic feet or
1102189 gallons.

SHEET 2 OF 2
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. Refer to the waste utilization plan for 'further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded 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. Waste shall be applied in a
manner not to reach other property and public right-of-ways .
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.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 4 . 0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0. 0 LBS. FESCUE GRASS AT 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0. 0 LBS. RYE GRAIN AT 30 LBS. /ACRE (NURSERY FOR FESCUE)
240. 0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES : MARCH 15 TO JUNE 15
32 . 0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0. 0 LBS . UNHULLED COMMON BERMUDA GRASS AT 10 LBS. /ACRE
SEEDING DATES : JANUARY 1 TO MARCH 30
160 . 0 LBS. RYE GRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
4000. 0 LBS. OF 10-10-10 FERTILIZER (1000 LBS. /ACRE)
8 . 0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
400. 0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.

1. PENSACOLA BA*,GRASS IS SLOWER TO ESTAB H THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.
Y

. SCS-Cr1G-535
S. OEPARTMEr<T OF AGR(CULTURE
;OfL CO:tSERVATtoN SERVICE
'
SOIL INVESTIGATION TO DETER;TINE SUITABILITY OF PROPOSED POND SITE
FAR1dEit'S NAME '
-��—� AISTI2ICT ---
Dt.TE- i 2 COUNTY
S- C. S. PHOTO SHEET NO. - WORK UNIT
NVATERSHEU AREA MEASUREMENTS _
CROPLAND ACRES PASTURE ACRES
WO,ODL-&ND ACRES TOTAL ACRES POND CLASS WORK;UNIT,CONSERVATIONIST
SKETCH OF PROPOSED POND SHOWING WIRE BORINGS WERE MADE A~ roc �Ic I"= feet)
' Lo[alc r<fcrcn�,_.�aL22'SrnL •r•,••nLl'am and -p_vNr cich.�S:i' -`r" -
It
,i
i jif
SHOW BORING NUM-BEAR AND PROFILE
DEPTH N enC l;,t Cem-,ri<a .,.av 6o<1ne, A-rsr-iMn ded aa<m and 6or*v.s ylt 6orr.wl-tcaa ry lc .a1rh a..-<rreat r-d
SCALE lrnc-
!G nrl �<d on Lack h vl SA a.a uv(cr 1a61 —H-1 an dem-rltc 6o inci
2 3 5 6 6 7 8 9 10 11 12 113 I� 15 16 j 17 18 19 20 1 21T23
HFF711
3- 3
k t
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7-ID rn
BORINGS MADE Ol' Cc SIGNATURE Ti T LE- ��" -".` t C.�C S { -

SCS-ENG-538
Rem. 540 U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARNIER'S NAME -r Y t
DATE -� - DISTRICT
- I'I __ -, - COUNTY lJ� 11 n
S. C. S. PHOTO SHEET NO._ __. _ WORK UNIT_
WATERSHEI: AREA'MEASUREMENTS 4
CROPLAND ACRFS PASTURE ACRES
WOODLAND ACRES TOTAL _- ACRES POND CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED'POND SHOWING WHERE BORINGS WERE MADE (Approz. scale 1"= feed
Locale re/erencr point +n cmlo line o/do- and ldm N/y on sketch.
I
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f
1
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SHOW BORING NUMBER AND PROFILE
DEPTH Make and list dam-site and sD11.1 av burin Os /lrst-thm ponded area and borrow pit bortnps-sAarole wfth L rtic l red ilne.(Continued on back when necvsa ry) Show water!able el—lions on dam-slle borings.
SCALE
_- -�— _
1 2 3 f 4 5 I 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23
I #3 't #{
a P
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^� // =BORGSADE BY �k hu SIGNATURE & TI1IE. �'!

.U, S., Department of Agricultur- NC-ENG-34
Soil Conservation Service September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FORA�45J� .Z.
Landowner �._oh -' C�rac : County zu.0
Community or Group No.' Conservation Plan No.
Estimated Depth of Water to Top of Dam S 5 Ft. Length of Flood Pool 460 Ft..
Date of Field Hazard Investigation
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
• st. .E ev. :ts4.. cievation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above
Ft. Ft_ - Flood Plain: Flood Plain
Ft. Ft.
2
3 .
Describe potential for loss of life and damage to existing or probable future downstream
impfrjovemen-t-s� from a! sudden breach
/!/� L� /JriA( /.r�,�,(!C Q�1 i,�•.. ,�/ " ' ,,{�i �-`l. ^�+�'.�-I�f-�.l t
Hazard Classification of Dam Ca,) b, c) (see NEM-Part 520.21)
Dam Classification (I , II, III , IV; V)
BY � �fi.�r1� :�-�t .r i. -'U• ��� ��� Date
nam �i (title)
Concurred By ✓4 ., i� Date
- 7namC r title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

WASTE UTILIZATION PLAN
FOR
Donald Grady
PO Box 85
Albertson NC 28508
April 6 , 1994
Your animal waste utilization plan has been specifically
developed for your 6400 FEEDER TO FINISH SWINE operation.
The plan is based on the soil types, crops to be grown, and
method of application for your particular operation. The waste
must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the
animal waste should be used to reduce the amount of commercial
fertilizer required for the crops in the fields where the waste
is to be applied. This waste utilization plan uses nitrogen as
the limiting nutrient . Waste should be analyzed before each
application and annual soil tests are encouraged so that all
plant nutrients and lime can be balanced for realistic yield
of the crops 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 environ-
mentally safe manner. Always apply waste based on the needs
of the crop to be grown and .the nutrient content of the waste.
The amount of available nitrogen for plant use is dependant on
the method of application. Soil type is important due to
different leaching potential and yield potential . Waste shall
not be applied to land eroding at greater than 5 tons per aere
per year. Do not apply waste on saturated soils or on land
when the surface is frozen. Either of these conditions may
result in runoff to 'surface craters . Wind conditions should
also be considered to avoid drift and downwind odor problems .
To maximize the value of the nutrients for crop production and
reduce the potential for pollution, waste should be. applied to
a growing crop or not more uhan 30 days prior to planting.
Soil incorporation of the waste will conserve nutrients and
reduce odor problems .
The acres needed to apply the animal waste are based on
typical nutrient content for this type of facility. Annual
acreage requirements may be more or less depending on the
specific waste analysis report for your facility at the time
of irrigation.

Your waste utilization plan is based on the following:
3
TABLE A. AMOUNT OF WASTE PRODUCED PER YEAR
-----------------
� NUMBER OF � jTONS WASTE 'PSR TONS WASTE
- --------ANIMALS TYPE OF ANIMALS 1000 ANIMALS PER YEAR
------------------------------ --------------- ---------
---
6400 -------FEEDER-TO-FINISH ---1900- 12160
---------- -----------------------
TABLE S . SUMMARY OF CROPS BY FIELD
-------7--------------
TRAC-T FIELD SOIL ACRES CROP CROPCODE
- --- ---- -------
---------------=---------------
5008 1 MCC 7 HYBRID BERMUDAGRASS HAY BH
5008 2 NoB 1. 76 HYBRID BERMUDAGRASS HAY BH
5008 3 NOB 2 . 5 HYBRID BERMUDAGRASS HAY BH
5008 4 AuB 16 . 24 HYBRID BERMUDAGRASS 'HAY BH
5008 5 AuB 16 . 96 HYBRID BERMUDAGRASS 'HAY BH
5008 6 ToA 1 . 16 TALL FESCUE PASTURE FE
5008 7 AuB 4 . 65 CORN CO
5008 8 AuB 123 . 95 i CORN CO
---------------------=-------------------
TABLE C. SUMMARY OF CROPS, YIELD, AND NUTRIENT REQUIREMENTS BY SOIL TYPE
--------------------------------------------------
CROP
SOIL YIELD UNITS TOTAL N *TOTAL P *TOTAL K
-- ----- -----
------- -------- ---------
HYBRID BERMUDAGRASS HAY AuB 5 . 5 TONS 275 0 140 - 160
CORN AuB 75 BU 93 . 75 0 60 - 80
HYBRID BERMUDAGRASS HAY MCC 6 TONS 300 0 140 - 160
HYBRID BERMUDAGRASS HAY NoB 6 . 1 TONS 305 0 140 - 160
TALL FESCUE PASTURE ToA 3 TONS 150 10 - 30 120 - 40
--------------------------------
* Total phosphate and potash amounts should be confirmed with a soil test.
MAR 2 8 2019
1N�M�

TABLE D. WASTE MANAGEM10 BY FIELD
------------------- --- ------------- ----
CROP WASTE APPL TYPE WASTE N COMM N MONTHS-TO APPLY
TRACT FIELD METHOD WASTE LB/AC LB/AC ANIMAL WASTE
- -CODE
---------- -------
-------- ------- -------------
_____ _
5008 1 BH IRRIGATE SWINE 300 0 APRIL -TO OCT
5008 2 BH IRRIGATE SWINE 305 0 'APRIL TO OCT
5008 3 BH IRRIGATE SWINE 305 0 APRIL TO OCT
5008 4 BH IRRIGATE SWINE 275 0 APRIL TO OCT
5008 5 BH IRRIGATE SWINE 275 0 APRIL TO OCT
� 5008
5008 6 FE IRRIGATE SWINE 150 0 SEPT-NOV & FED-APR
5008 7 CO IRRIGATE SWINE 93 . 75 0 MARCH TO JUKE
8 CO IRRIGATE SWINE 93 . 75 0 _MARCH TO JUNE- - - - - - ---------------------------------------------------------------- - - -- --
d
The acres, crops, and application method shown in the preceding tables will
accommodate approximately 6688 . 9 animals of the type shown in Table A.
If more commercial fertilizer is used than is -shown in Table D, then
additional acres of land will be needed. A 10 - 25 feet wide permanent
grass filter strip should be seeded along all ditches in fields that
receive animal waste .
The acres shown in Table B are the usable acres in the field shown. Usable
ac.res are the acres that must be able to receive animal waste . - Buffer areas
along ditches, houses, property lines, etc. have been subtracted from the
total field acreages to arrive at the usable acres . The total acres .shown
on the attached map is needed for land application in order 'ta.. have the
proper buffer areas . A combination of land application equipment or
irrigation equipment may be needed in order to properly land apply waste to
' 1 parts of the fields listed. It is the responsibility of the producer to
.quire whatever equipment is needed to properly land apply the waste .
ADDITIONAL COMMENTS
Prepared by: Title G
Concurred in by: �- f
Date
Producer / �✓ ''

t
UNITED STATES SOIL
DEPARTMENT OF CONSERVATION
AGRICULTURE SERVICE
------------------------------------------------------------
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATIONN
NAME��r�f.�__�.Cca�d1`L_-___-- LOCATION 1 �'1{ -�•r-�-_Q"-_
-------------
------------------
------------------------ ------------------
------------------
TELEPHONEg�4=''�-fig=- 3 =5-�----- SIZE OPERATION-4-y-b-Q-2-!!!''-'�--
------------
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY
PRODUCER 'A-Qk--FT.
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES----- No
It yes, SCS cannot provide assistance.
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE"
PERENNIAL STREAM? YES-`-�- NO----
If no, site mt�st be reloca ed.
IS SITE WITHIN 1 MILE ZONING!JURISDICTION
OF A MUNICIPALITY? YES----- NO-�-
If yes, landowner should consult with local zoning board
about required permits. Permits must be obtained prior
to design approval.
Are utilities in construction area? YES----- NO----
If yes, see Part 503 of the National Engineering Manual
and follow policy.
(Copies of maps or other reference materials may be
attached to site evaluation. )
Page 1

WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY
NON-CROPLAND? YES----- NO-
If yes, producer must complete a Form AD-1026.
WILL ACTION RESULT IN SWAMPBUSTING? YES---- NO----
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE
PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS AND THE
DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF
ADDITIONAL PERMITS ARE REQUIRED: NO WETLANDS SHOULD BE
ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS,
US ARMY CORP OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL
MANAGEMENT.
(A copy of AD-1026 and CPA-026 should be attached to
site evaluation. )
OTHER ENVIRONMENTAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT
PRESENT? YES---- NO----
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE
PLANNING AREA OR WILL PLANNED ACTIONS IMPACT ON AN
ADJACENT NATURAL SCENIC AREA? YES---- NO----
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE
PLANNED AREA? YES---- NO-t�
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMP25.TANT
FARMLANDS IN THE OPERATING UNIT? YES---- NO---�
WILL THE ACTION RESULT IN SODBUSTING? YES---- NO----
If yes to any oS` these quest ohs, refer to form NC-CPA-16
for policy sources. The formiddes not need to be
completed.
I
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER. . . . . . . . . . .
. . . . . . . . PREDOMINANT WIND DIRECTION? YES- NO----
. . . . . . . . POSSIBLE EXPANSION OF TREATMENT
VOLUME FROM 1 CU. FT. UPWARDS TO
3 CU. FT. /LB. OF ANIMAL? YES----
. . . . . . . .PRECHARGING LAGOON WITH FRESH
WATER TO AT LEAST 1/2 OF THE
CAPACITY? YES---- NO----
. . . . . . . . UiSING GOOD SOUND JUDGMENT IN
LAND APPLICATION OF WASTE? YES---- NO----
Page 2

WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND
APPLY WASTE? YES-`-f NO----
IF .NO, DOES PRODUCER HAVE ACCESS TO
MORE LAND? YES---- NO----
IF LAND IS NOT OWNED BY PRODUCER,
CAN PRODUCER 'GET AGREEMENT ON LAND
ON WHICH TO APPLY WASTE? YES---- NO----
(Attach Waste utilization Plan to site evaluation. )
FSo
IL INVESTIGATION -- -VALID ONLY IF SOIL INVESTIGATION
Hc:ET ATTACKED
S SOIL SUITABLE FOR LAGOON? YES-`--- NO------
ISA CLAY LINER REQUIRED? YES-��- NO------
IFYES, IS CLAY AVAILABLE ONSITE? YES------ It NO------
QUESTIONABLE--------
IS A CORE TRENCH REQUIRED? YES------ NO------
(Attachsoil investigation sheet to site evaluation. )
SITE APPROVED YES--`--- NO------ CONDITIONAL--------
�_Q ---
COMMENTS --
AL &q
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND
CONSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIME
PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRUCTION MAY
REQUIRE THAT SITE EV. LUATION B VA-�""V-LIDATED.
I
SIGNATURE- -- -- - ---- DATE- -�g—9
Page 3

United States Soil
fl Department of Conservation P. O. BOX 277
' Agriculture Service KENANSVILLE, NC 28349
TELEPHONE [phone]
--------------------------------------------------------------------------------
WASTE MAHAGEMENT FACILITY SITE EVALUATION AND MANAGEMENT PLAN
TO: PRODUCER �a •�;
LOCATION OF SITE On 1 ( °IDS a(-,PfoX 1 S ti. 15 Al L)rienis-n
SIZE OF PROPOSED OPERATION
IS SOIL SUITABLE FOR LAGOON? YES NO SOIL CLASS.Au Wc,L
DISTANCE FROM THE LAGOON SITE TO NEAREST RESIDENCE- OTHER THAN LANDOWNER OR HIS
TENANT 10
NUMBER OF HOUSES WITHIN 2000 FEET OF LAGOON SITE y
ACREAGE/CROP REQUIRED TO PUMP EFFLUENT I- At Coin
DOES LANDOWNER HAVE ENOUGH ACREAGE YES I NO
IF NO, DOES LANDOWNER HAVE ACCESS TO!MORE ACREAGE? YES NO
WILL FACI)ITY INVOLVE' ALTERING WETLANPS? YES ^-_ NO
IF THE ABOVE QUESTION CONCERNING WETLAHDS IS CHECKED 'YES', THE LANDOWNER IS
HEREBY ADVISED THAT THIS CONSTRUCTION MAY REQUIRE PERMITS FROM THE ARMY CORP OF
ENGINEERS.' IT IS THE LANDOWNERS RESPONSIBILITY TO DETERMINE IF PERMITS ARE
NECESSARY AND TO OBTAIN THE REQUIRED PERMITS. THE ARMY CORP REPRESENTATIVE FOR
DUPLIN COUNTY IS:
JEFF RICHTER,
US ARMY CORP OF ENGINEERS
P. 0. BOX 1890
WILMINGTON, NC 28402
TELEPHONE [phone]
LANDOWNER tIS RESPONSIBLE TO DETERMINE IF ANY LOCAL OR STATE-ZONING ORDINANCES
AFFECT THE LOCATION OF THIS FACILITY.
DOES SITE MEET SCS CRITERIA FOR WASTE TREATMENT FACILITIES? YES ✓ NO
ADDITIONAL COMMENTS ( 4' aS Ql fin
THIS APPROVAL IS VALID- FOR 60 DAYS FROM THE DATE SIGHED. IF DESIGN HAS HOT BEEN
'COMPLETED WITHIN THIS PERIOD SITE WILL BE RE-EVALUATED AT THE.-TIME.- OF' DESIGN TO
ASSURE COMPLIANCE WITH SCS STANDARDS_ LAGOON WILL HAVE TO BE 750 FEET FROt ANY
RESIDENCE OTHER THAN APPLICANT'S AT' T - OF DESIGN.
Th:So[Cone-r"tton S-,&, J
La an a pa ncy of theo c U O.oartmentofAprtarttw SIGNATURE � IM __DATE

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NOTES: SITE CONDITION NOTES
TOTAL: d 7 CY 1) ALL WEAK MATERIAL TO BE OVERCUT L QQ-w f z �tl f.
AND BACKFILLED AND COMPACTED. f .�
THICKNESS OF LINER DEPENDS ON OVERALL L 704j" � a S c yL 6 z 61101t_DEPTH. LINER FOR THIS LAGOON TO BE i
COMPUTATIONS BY: dloa�lr ..
AKA 2) DIKE BEHIND BLDGS TO BE MIN. 0.5'-
HIGHER THAN OTHER PLANNED ELEV.
3) WALK AND LOADING AREA TO BE BUILT 1.5' ABOVE LOW
END PADS. BUILD 6' E CONTIN., 7' FROM REAR OF BLDGS;
FILL TO BLDGS BEFOR .JUIP MOVES OUT (WORK TO BE

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�Cd VU V yi, UNITED STATES DEPARTMENT OF AGRICULTURE
Form Approved-pMe No.0560-0004
HIGHLY ER(- :BLE LAND CONSERVATION (HE_ ) AND WETLAND
CONSERVATION (WC) CERTIFICATION
1. Name r f Producer - - -- - - T2.
) dentification Number
- _ �.� ' 3. Crop Year
4. Do the attached AD-1026A(s) list all )'Out-
SCS ftlrn�ing - - - - -- - - - - - -
dctcrnrin;ltionti;r if"Nt,• Aa . interests by count t YES No
ruurarr rnrrr'Cntur!}'ASCS Office bc;fnrc' c'r rn rl�rirrl„rr�� currc nt i
�. Are you ne.rw applyin Cor. order you have a FmHA insured or guaranteed Joan?
rhis figure. V.
6 Do you have a Crop insurance contract issued or reinsured by the Fedora! Crop —
insurance Corporation:' —~~ -- --
7. Are you a landlord on any f;trnl listed on AD-1026A that will HELC and WC provisions? nO t be
$. Has it iIELC exemption been approved on any farnls listed on o
landlord refuses to comply? AD 1026A bec;rusc the
9. List here or attach a list of affiliated persons
e-iplanntiorr. l with farnli <_rrter "; `one i a>>li- ble. �fi� �,;;y �t� interests. See reverser ern
-- - ---- „ .f I1
If items 7 or 8 are answered "YES"
• circle the applicable farm number on AD-1026A. -
During either the crop year entered in item 3 above, or the term of a requested USDA I —
oan:
10. Will you plant or produce an agricultural commodity on land for which a highly ercrdi
land determination has not been made'? Ile YES No
11. Will you plant Or produce an agricultural commodity on any land that >✓
on which planting w;.ts made possible by draining, dredging, is or was a wet area
means after-December 2;, 1985 a filling or leveling ar cloy outer
--
12. Will you, or have you since November 28, 1990, made possible the plantinQ~of a
pasture, agricultural commodity or other such crop b
draining any crop,
dredging filling leveling p Y (a) converting any wet areas by
maintaining, an existing draina� or any other means, or, (b) improving, modifying, or
�e system?%�
4.6
13• Will you convert any wet areas for fish production, trees, vineyards, shrubs build'
construction, Or other non-agricultural use?
110` f
if answers to items "YES" for any one of these items, sign and date in item 14 below. Circle file applicable tract
10, 11, 12, Or 13 are: p
number on AD-1026A, or list tract number in item-12 on AD-1026A. ASCS will
re
fer this AD-
to SCS for a determination. DO NOT sign in item 16 until SCS determination iscomplet. 1026
_ "NO" for all of these items or SCS determinations are complete, complete item 16.
[14. 1 heree certify-that the above informatron,and the information o attach
Signature of kn �i4dge and be fef. P; ed AD-1026 is True and correct to the best ofm
Producer �� _L��,i. y
15. Referral To SCS - ✓��J� y� Lf'
Enter a 11 if a SCS determinati� 0 e ded because gnature,of ASCS Representative
(Completed by ASCS Y ate Ref rred i Da e
es"is answered in item 10, 11, 12,or 13. '
R-ITE: Before signing � ``'"`���
9 g in item 16, Read AD-1026 Appendix. t f�
1 hereby certify that the above information,and the information on attached AD-1026A's, is true an
knowledge and belief. It's my responsibility to file a newAp_t026 in the event there are any changes correct farming
the
operatidn(s), in signing this form, 1 also certify that!have received and will comply with the compliance rea rmin best of my
Signature of AD-1026 Appendix. g
requirements on
Producer
' 1'emarks: -�
Dale
SCS COPY ��� �

=STATE_NOF._TH C_AR_OLINA37 2. COU?ITY' DUF'LIN ----------- _ _
B. PRODUCER NAME S ADDRESc-- ---- - `TELEF'NUNF - ------ ---061 i_ CROP' YEAF' 9a--- -------------------- ---
-- - 4._ID NO. 238-04-3191----
rANALD PAF'WICK GRADY b. COUNTY OFFICE 11AtiE R ADDR'f.SS
F' 0 BOX 85 T?UF'l_IN COUNTY 1SCS OFFICE TELr.l IiOt-!
ALREF'TSOP?: NC :?�t j; ?;1 BOX 24S i S f 9 i 296--j
KENANSVILLE NC ?P3497-024-3
-- --------------------------- I:;'
- ---.I.I'.-I - -----
. CAI cie each tract for which a TES' � L. lil::.,:;' I �; i-------------
on ;., .. .. .
lu1_ I i_. I._'I--I �'--L
AD-i'�25- {C�' = 06J _ an applies tc? tllrr tract. fnr _-
Operdtor - Owner,, OU = Owner-Operator), Items i 0, f i, f?, fl; ---------- --"
F
rAF:tf OF.' TRACT CROPLAND OWNER OW. 140
06 F'HOTO!GR'ID -'CS DE:7E:Rrf1NATIONS-
S° ?• 10. fi..
- -NONE FOi 11�D HEL n,
-----------------------------
PC;,! ara i ai r?dad as a tella?lt n'r --------------------------•------
_ __
�'laa�t 2_• f hdrecropPar nil tti" tair numbers izsted ---- -
=F-elf; t.ne tracts that apply below. --- - -
PF , to ou t? Completing item, ia) d (t).
- �Arcl TES, an.
or NO in the 'FAF.-MpgG INTEREST' Colurni beside each tract t nu
f;rmin3 intere-st in the tract. The HELC and WC ioD
tuber below to indiCdta wilrt.fie!
F lions will aPPly to all laird ill which You ha .a
If all •YES' a?1-wer to questions i0,f f J2 y a farRli.n3 interest.
t`ie yeF,11=3b1a tract in the `Tract ldo' column;, i- AD--i026 3FP lies
to ;:nur land listed belo:,v, circle
AFi TF'A_T FARHI% CROF'I..AND OW11Ef,'
INTEREST
F'HOTO/GRID -SCS DETERNTNATIONS'-
,; 2E4 NO-YES
H
�D`
96.` LEO NARD TIONALD G r f S' i;�• f f.
`'{" `0f°q NO-YES 49.E LEO
R' EL 027 A027 Wetland
TJARD D011ALD GRADY t..02i2A Y Y Y
- K01/3B N P1 ?1-ULTIFL------------------
---
rrF!PTIF'LE i:M-1TY INTEREST: _ '--- ------------- ----
THEF.' COUNTIES CDIITROL COUNTY: No -------------y---------_
t; �.TATES --------------
;r:q�E ------------- ---'--'------ ----
I:: 'I.i•:�i iI. I� 'if.I:::

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llnited St„tL-;
Dep:trtntent of- sail
1�riculture Ccut,�ervatiun P. O. 130x 277
--- --- -- _ --- - - Service Kell arttiville, `'C 2S349
- --------- --- - - --- -- -- - - Telephone [phone]
Date
Dear Sir:
Recently I received an AD-1026 form from the ASCS indicating
Welland determination on an area you want to clear.
have inclusions of wetlands, it is Weep that you have requested a
to determine the presence or absence of these titi.e Since most of the soils in this county
.necessary that a soil scientist visit the area you want to clear
to this county about once per week, but because of the of
estimate that it may be 2 - stops. Generally, a sot] scientist comes
Y 3 months before we Q requests ahead of
area you wish to clear, I may be able too Jet to your tract. Once T revietiv the sp ct T
determination myself rather than being Jet the determination quicker if I can make the
determination myself, it generally onlJ required to get the soil scientist. IF I can do the
y takes 2 - 4 weeks.
In order to avoid delays, there are a few things that you need to d
scientist's or my visit. o to prepare for the soil
l. if the area is wooded or overgrown with weeds and brush, cut
the area so that the soil scientist can walk through the area in se
tivetland area. If the trails are not cut the soil scion Some trails throughout
completely thus either resulting some
places and set flags of
s the determination until the trails are ttsa may not be able to see the area
J in too much area being classified as wetlands or a delayin
equipment since this may require a permit from the US Army
cut. Trails should not be pushed with tracked
labor or mowing is recommended. Trails should be 3 - my CoCorP of Engineers.approximately eve 4 feet tivide and spaced Ivlanlra]
�' x�� - .ISO feet apart throughout the area to be cleared.
2• Clearly mark the area where you want the determination
identifiable on the ground.
• Corners should be easily
3• Contact this office when you have completed these rere
be scheduled. P qulsition es so that a field visit can
Thank, you for your coo
help to speed up the proceesstfor you and others.in getting this determination completed.
Your efforts-will
Sincerely,
Michael E. G/d
Sugg
District Conservationist

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SCS-l'pA-026 1. Name and Address of Person
e Oe 91) �_ Q o n 2. Date of Request
rdkLY ERODIBLE LAND AND WETLAND r 3. County - -
CONSERVATION DETERMINATION
:Name of USDA Agency or Person Requesting Determination
5. Farm No.and Tract No.
SECTION I-HIGHLY ERODIBLE LAND
6. Is soil survey now available for making a highly erodible land determination? Yes VT FIELD NO.(s) TOTAL ACRES
7. Are there highly erodible soil map units on this farm? Yes t] No No[]
8. List highly erodible fields that,according to ASCS records,were used to produce an agricultural commodity in any
crop year during 1981-1985.
9. List highly erodible fields that have been or will be converted for the production of agricultural commodities and,
according to ASCS records,were not used for this purpose in any crop year during 1981-1985;and were not
enrolled in a USDA set-aside or diversion program.
10. This Hi hl Eiodible Land determination was--feted in the: Office -- - -
Field❑
SECTION II WETLAND
------------------
11. Are there hydric SOIIS On this farm? Yes) No❑ FIELDrTO
12. Wetlands(W),including abandoned wetlands,or Farmed Wetlands(FW)or Farmed Wetlands Pasture(FWP).
Wetlands may be farmed under natural conditions. Farmed Wetlands and Farmed Wetlands Pasture may be
farmed and maintained in the same manner as they were prior to December 23,1985,as long as they are not J 1
abandoned.
13. Prior Converted Cropland(PC). Wetlands that were converted prior to December 23,1985. The use,management,
drainage,and alteration of prior converted cropland(PC)are not subject to the wetland conservation provisions uriless
the area reverts to wetland as a result of abandonment.
14. Artificial Wetlands(AW). Artificial wetlands includes irrigation-induced wetlands. These wetlands are not subject
to the wetland conservation provisions.
15. Minimal Effect Wetlands(MW). These wetlands are to be farmed according to the minimal-effect agreement signed
at the time the minimal-effect determination was made.
Aitigation Wetlands(MIW). Wetlands on which a person is actively mitigating a frequently cropped area or a wetland
converted between December 23,1985 and November 28,1990,
17. Restoration with Violation(RVW-year). A restored wetland that was in violation as a result of conversion November 28. 1990,or the planting of an agricultural commodity or forage crop. after
18. Restoration without Violation(RSW). A restored wetland converted between December 23, 1985 and
November 28,1990,on which an agricultural commodity has not been planted.
19. Replacement Wetlands(RPW). Wetlands which are converted for purposes other than to increase production,
where the wetland values are being replaced at a second site.
20. Good Faith Wetlands(GFW+year). Wetlands on which ASCS has determined a violation to be in good faith and the
wetland has been restored.
21. Converted Wetlands(CW). Wetlands converted after December 23, 1985 and prior to November 28,1990. In any
year that an agricultural commodity is planted on these Converted Wetlands,you will be ineligible for USDA benefits.
22. Converted Wetland(CW+year). Wetlands converted after November 28,1990. You will be ineligible for USDA
program benefits until this wetland is restored.
23. Converted Wetland Non-Agricultural use(CWNA). Wetlands that are converted for trees,fish production,shrubs,
cranberries,vineyards or building and road construction.
24. Converted Wetland Technical Error(CWTE). Wetlands that were converted as a result of incorrect determination
by SCS.
25. The planned alteration measures on wetlands in fields
with FSA. are considered maintenance and are in compliance
26. The planned alteration measures on wetlands in fields
installed will cause the area to become a Converted Wetland(CW). See item 22 for information on CW+year are not considered to be maintenance and if
27. The wetland determination was completed in the office field and was delivered
28. Remarks. / ❑ mailed to the person on l
'Refer to Attached Map For Areas
q°�` Covered By This Determination.-
-. . certify tlmr thr ahnre rk rernrinnrian is ca'recr mrrl aderyuaM jnr u.re in derern,inin - _{ 30. Signature of SCS Drs iict t Conservationist
hidrophy for USDA progrnnr benefits,and that,rcrlrurd/gdrnhtgr.hydric soils.and r3l. te
lrydrophyric'r wetation under nornral circumstances e.risr on all areas outlined rrs
wetlands.rnrn,ed Wetlands and Fanned Wetlands Pasture. r! cJ c(
Assistance and programs of the Soil Conservation Service available without regard to race,religion,color,sex, Z`��� (�
or handicap. _

Soil P. O. Box 277
. of Conservation Kenansville, NC 28349
ure Service Telephone [phone]
'�� �� •`�j
&(b-�A�.
Dear '
Enclosed is your copy of a wetland determination for tract SOOZ on which you indicated
your intent to clear some land. The attached map has been delineated to show the area(s) in
question. Each area to be cleared has been identified with a symbol-to denote its classification.
Below is an explanation of the various symbols that may pertain to your map.
XW - Wetland - Area is a wetland and should not be cleared for any reason if you
wish to remain eligible for USDA programs, receive SCS technical assistance, or avoid
violating US Army Corp of Engineers' and Division of Environmental Management
(DEM) regulations. Any exceptions to this statement should be in writing from the Soil
Conservation Service prior to clearing land.
NW- Non wetland - Area is non Nvetland and can be cleared and utilized without
violating Farm Bill. This determination of non wetland is only for Farm Bill purposes.
You may still need US Army Corp of Engineers and Division of Environmental
Management determinations before clearing. The Soil Conservation Service does not
have the authority to make wetland determinations for these other two agencies.
NW- Non wetland - Area has hydric soils but for Farm Bill purposes only, area is
non wetland due to hydrology modification prior to 12/23/85. You still need to check
with the US Army Corp of Engineers or the NC DEM to determine if additional permits
are necessary prior to clearing.
CW - Converted Wetland after 11/28/90 - Area was cleared after 11/28/90 and is
a converted wetland. Clearing constitutes a violation of the 1990 Farm Bill. In order to
regain eligibility for USDA programs, area must be restored. Consult with the SCS
about an approved restoration plan before beginning any restoration.
If you need to clear the delineated wetlands for roads, buildings, or similar activities, you can
request a converted wetland for non agricultural use (CWNA) exemption. Prior to requesting
this exemption, you must obtain the necessary permits from the Army Corp of Engineers and
the Division of Environmental Management (DEM). It is your responsibility to contact the
Corp and DEM to acquire the additional permits. Please see the reverse side of this letter if
you want more information concerning this exemption. To request a CWNA exemption, you
should complete a request form at the SCS office and attach copies of your permits or letters
from the Army Corp and DEM. It will take approximately 40 days to get this exemption
approved once you give this office the request. Do not start any clearing of wetland prior
to receiving written notification from this office that your CWNA request has been
approved.
I have tried to make this determination as fairly as possible. However if you believe this
determination is incorrect, you have the right to appeal. To appeal send me a brief letter
explaining why you believe this determination is incorrect. Send the letter to the address on
the letterhead. This letter should be received within 15 days of your receipt of this letter.
Sincerely,
Michael E. Sugg
District Conservationist

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DONALD GRADY - GROWER ##263
8 (800) FINISHING HOUSES
HIGHWAY 903 - DUPLIN COUNTY
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GRADY FARM
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D.L ECTIONS : FROM KENANSVILLE, TAKE HIGHWAY 903 NORTH.
AFTER ALBERTSON, FARM WILL BE APPROXIMATELY 2 MILES ON LEFT.
MAILING ADDRESS: SHIPPING ADDRESS:
DONALD GRADY DONALD GRADY
P.O. BOX 85 HIGHWAY 903
ALBERTSON, NC 28508 ALBERTSON, NC 28508
HOME: (919) 568-3659
BROWN'S OF CAROLINA.INC
303 EAST COLLEGE STREET • P.O.BOX 487 • WARSAW,N C_28398-0487 - OFFICE: [phone] • FAX:[phone]

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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:_ 45eg%oh( FATzwI_ _ _ Facility No: 31 - 223
Previous Owner(s)Name:-_ AiAxWVLL_FOOD5 IWC _Phone No: ql4-77b-3130 _
New Owner(s)Name:_ W ES81ROOKS rAF-M _LAG _ Phone No: 262'660-3235
Mailing Address: -713; T,9HW MZ65U SMITH ?OA9 P6E? RUN, NC 28525
Farm Location: Latitude and Longitude: 3S° Off" IV' / -170 qq' 39" County: DGfI-114
Please attach a copy of a county road map with location identified and describe below(Be specific: road names, directions,
milepost, etc.): _
Ot)eration Description:
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
❑Wean to Feeder ❑Layer _ ❑ Dairy
9 Feeder to Finish _ 6,400 _ ❑Pullets ❑ Beef _
❑ Farrow to Wean
❑ Farrow to Feeder _
❑ Farrow to Finish Other Type of Livestock:— Number-of Animals:__
❑ Gilts _ --
❑ Boars
Acreage Available for Application: 6i5t Required Acreage: ro.q
Number of Lagoons Storage Ponds 2 Total Capacity: IL2'73,953 Cubic Feet(ft3)
Owner/Manager Agreement
I(we)verify that all the above information is correct and will be updated upon changing. I (we)understand the operation and
maintenance procedures established in the Certified Animal Waste Management Plan (CAWMP) for the farm named above
and will implement these procedures. I (we) know 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 animals
are stocked. I (we) understand that there must be no discharge of animal waste from the storage or application system to
surface waters of the state either directly through a man-made conveyance or from a storm event less severe than the 25-year,
24-hour storm and there must not be run-off from 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.
Naive of Previous Land O4 ner: MAXWC--I, 1=00r,,S ING
Signature: _ _FDA _ Date: 153W46 00(
Name of Nei Lan w� .1r:/ 1N�SBKODKS FkRn'1 LI.G
Signature: �: A .'- J L '� - j
g - - - Date:
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

•
IRRIGATION SYSTEM DESIGN PARAMETERS EXI-I1B1T D-1
Landowner/operator Name:
WtAXW EW(<OOTJS I nlG. f4`emT50ni�A�zitit
Address: PD. Box to0a9 County:
Telephone: �L� O NC- Z?532 --
q"77�-3130 Date: 'ZS F e- 'q9
TABLE 1 - Field Specifications
Approximate
Maximum
Useable Size Maximum
Tlcldi ofI'leld2 Maximum
Application
Soll'
Number (acres) Slope AppR Rnte3e3 per Irrigation
Type (%) Cro (s Cycid
4A (Whr) (inches)
3.64 AuTkyVjk-t% ALL. Comments
45 6.73 to6�tzMwD�4 Hay SrVI C,,;Aq,N .6o
., t.a0
6A 2.30
7A ••
2.3a "
75 2.30 " 0.
S A .•
3.31 ., , •• .,
SG .5,3
„
1 See attached map,
2Total field acreage minus required buffer areas.
3Rcfer to N.C.Irrigation Guide,Field 011ice Technical Guide,Section II G. Annual application pp ion must not exceed the agronomic rates for the soil and crop used.
MRCS, NC

EXHIBIT D-1 -
mRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name:
.� c. - � er Sa .
Address: O. Ooo County:
a b_ -C.Telephone: a�S
Date w78 I a05
TABLE 1 - Field Specifications
► Approximate
Maximum
Useable Size Maximum
o
MOO 2 Maximum Application
� fTield
Number Slope Application per Irrigation
(acres Soil Type (%) Rate Cycle3
Cro (a (�/hr
(inches) Comments .
c^ v r
rr
A 5.T R A2r('iC�IV(L(,E A LL
o(el oo 'r552z fff�
wcr say$
VTPI
10 7.13 NO7zFvc J� 2_ .•
t( &3 t f , I b?, cat�n•�, wu•�.r so y'!3�-N •. ' ,. .;, ..
14-
N'.26 LAkEL •• �,
3.10 ^iomFo4t z-b?e ?5 T5037
15 f-24
16 7.13 "
17 P 3.56
'See attached map,
2Total field acreage minus required.bufrer areas,
3Refer to N.C.Irrigation Guide,Field Office Technical Guide,Section II G. Annual application must not excee
d the agronomic rates for the soil and crop used.
MRCS,NC
JUNE, 1996

I.S.DE`aARTMEIVT OF AGRICULTURE
Oft-CONSERVATION SERVICE
CONSERVATION P 'CS-CPA-if,
LAN M
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Operator. t,..
-
Approximate acres ----- -�------
'Cooperating with State I
Appioximate scale - Date 3•�
Plan identification F,i'—.:.:
Assisted by 3 e_ Conservation Di
_ Photo number - -'•.r
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J.S.DEPARTMENT OF AGRICULTURE
SCS-CPA-16
;OIL CONSERVATION SERVICE , .
' 2 -8i
CONSERVATION PLAN MAP t
n„fnernn_ - -Operator
.ty State--ALL.-- - Date_ 1 - A S'- 9
..pproximate acres _ 9-L i __ Appioximate scale
Cooperating with Conservation District
t
PIan identification Photo number
Assisted by 3� -- USDA Soil Conservation Service �,y1
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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

BIG GUN° PERFORMANCE TABLES U.S. UNITS
100 SERIES BIG GUNS - 240 TRAJECTORY"*
r00 T TAPER BORE NOZZLES
Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle
'.5" S5" .61, .65" .7" 75" 8" 85" 9" 1.0"
P.S.I. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA.
"66
4 215' 74 225' 87 235' 100 245' 115 258' 13(1 265' 150 273' 165 280' 204 300'
5 238' 68 250' 103 263' 120 275' 136 283' 155 295' 177 302' 197 310' 243 338'
3 258' 100 270' 117 283' 136 295' 158 308" 175 316' 201 326, 223 335' 274 362'
2 278' 111 290' 129 303' f5D 315' 171 324' 195 335' 222 344' 247_ 355' 304 38,
'Available only with F100&SR100.
100 R RING NOZZLES 100 DN DIFFUSER NOZZLES
PSI 71 RING 77 RING 81 RING 86 RING 89 RING 93 RING 96 RING 0.5 DN 0.6 DN 0.7 DN 0.8 DN
GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA
bQ746.Z a 78 68 212 ' 91 235 iY 103 224„t )�- 118 235 �134 238 152 242 45 154 66 168 91 102 119 196
60 81.-235 96 240 110 245 i 125 260 141_270 164 275_ 183. 280 - - - 110 0 f43 216
_ 88 .246 }Ci 250 . '�10__260 1d5 275 __ 152- 9= 340
80 94 255 111 265 p 127 275 145 285 763 300 189 305 211 315 - - - - -
....,w.- I �.1.7 �75 .._.f 1 . ;�`32°-r.,.
100 105 270 1 124 280 142 295 _162 305 182 320 212 325236u335 - - - - -
..110.-,{ •-1W.,275•.'P �130a '� tiN 4 b 3b5 ? f70.,31S -1g. ^. - ^--rr S•,� -
.: f- :. -
_79MIP,RIM
"The diameter of throw is approximately 3%less for the 21°trajectory angle,6%less for 18°.
150 SERIES BIG GUNS- 240 TRAJECTORY"
150 T TAPER BORE NOZZLES
Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle
P.S.I. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA.
r
100' AL2N_ —
60 110 265' 143 285' 182 305' 225 M. 275 346' 330 365' 385 380'
80 128 290' 165 310' 210 335' 260 355' 316 375' 3no 395' 445 410'
100 143 _ 310' 185 330' 235 355' 2190 3751 355 400' 425 420' 500 440'
12 1157 330' 204 350' 258 375' 320 395' 385 420' 466 440' 1 545 460'
150 R RING NOZZLES
Ring + Ring Ring Ring Ring Ring Ring
86' I '97" 1.08" 1.18" 1.26" 1.34" 1.41"
DIA.
P.S.I. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM
5Q , _._100. 4_ t30. ..
_.
60 110 260' 143 280' 182 300' 225 315' 275 335' 330 350' 385 365,
165 300, 210 320' 260 340' 315 360' 380 380 4,15 395'
"✓.. � __ .135.a'_tr %' i __..175 3i ..aCJ- �. —"k'" h,'ai.„`
100 143 300', -_185 320 235 340' 290 360 355 380' 425 400 Soo 415'
14-,': _ u_;?35. w3tis0TC'" Si .
120 157 3 5' 1 204 335 258 360' 320 380' 385 400' 465 420 F 545 435'
"The diameter of throw is approximately 3%less for the 21°trajectory angle.
200 SERIES BIG GUNS - 270 TRAJECTORY"*
200 T TAPER BORE NOZZLES
Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle
1.05" 1.1" 1.2" 1.3" 1.4" 15" 1.6" 1.75" 1.9"
P.S.I. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM CIA.
70 270 360 310 380' 355 395' 415 410' 480 430' 555 450' 630 455' 755 495' 890 515'
90 310 390' 350 410' 405 425' 475 445' 545 465' 625 485' 715 505' 855 535' 1i0S 555'
�y?
110 u 340 410' 390 430' 445 450 525 470' 67s 495' 695 515' 790 535' 945 565' 1110 590,
130 370 425' 425 445' 1 485 465' 555 485' 655 515' 755 540' 860 560' 1025 590' 1210 620'
200 R RING NOZZLES
1 1/a"Ring 1%"Ring 1 1h"Ring 1 5h"Ring 13/V Ring 1�/�"Ring 2"Ring
(1.29"actual) (1.46"actual) (156"actual) (1.66"actual) (1.74"actual) (1.83"actual) (1.93"actual)
P.S.I. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA.
60 250 340' 330 370' 385 390, 445 410, 515 425' 585 440' 695 455'
80 290 370' 360 400' 445 420' fi15 440' 590 455' 675 470'. 805 490'
- s
100 325 390, 425 425' S00 445' 575 465'' 660 480' 755 500' 900 520'
120 355 410' 465 445' 545 465' 630 485' 725 500' 825 520' 985 545'
"The diameter of throw is approximately 2%less for the 24°trajectory angle,5%less for the 21°trajectory angle.
The BIG GUNe performance data has been obtained under ideal lest conditions and may be adversely affected by wind,poor hydraulic entrance conditions or other lactors.
Nelson Irrigation Corporation makes no representation regarding droplet condition,uniformity,or application rate.

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality -
Non-Discharge Permit Application Form / Survey
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Liquid Animal Waste Operations
The following questions have been completed utilizing information on file with the
Division. Please review the information for 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.
Application Date: _ 2` JIAL`t 017
I. 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 Initials
1. One completed and signed original and one copy of the application for General Permit-Animal
Waste Operations;
2. Two copies of a general location map indicating the location of the animal waste facilities and G]�
field locations where animal waste is disposed; !�+
3. Two copies of the Certified Animal Waste Management Plan(CAWMP). If the facility does
not have a CAWMP,one must be completed prior to submittal of a general permit application
for animal waste operations.
II. GENERAL INFORMATION:
1. Farm's name: Albertson Farm
2. Print Land Owner's name: Maxwell Foods. Inc.
3. Land Owner's Mailing address: PO Box 10009
City: Goldsboro NC Zip: 27532
Telephone Number: 919-778-3130
4. County where farm is located:_Duplin
5. Farm 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): From Kenansville travel Hwv 903_north. After Albertson.
farm is approx.2 miles on left.
6. Print Farm Manager's name(if different from Land Owner):
7. Lessee's/Integrator's name(if applicable;please circle which type is listed):
31 -223
FORM: AWO-G-E 2/26/97 Page 1 of 3

III. OPERATION INFORMATION:
1. Farm No.: 31-223 -
2. Operation Description: Swine operation
Feeder to Finish
6400-Certified Design Capacity
Is the above information correct? yes; F-I no. If no,correct below using the design capacity of the facility
Type of Swine No. of Animals Tyne of Poultry NQ. of Animals 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
0 Farrow to Feeder(#sow)
0 Farrow to Finish(#sow)
Other Type of Livestock on the farm: No.of Animals:
3. Acreage cleared and available for application: 65 ;Required Acreage(as listed in the CAWMP): 50.9
4. Number of Lagoons: 2 ;Total Capacity: . 1273553 _ Cubic Feet(ft3)
Number of Storage Ponds: ;Total Capacity: Cubic Feet(ft3)
5. Is animal waste being applied on any field which has subsurface drains? YES or NO (please circle one)
6. Are subsurface drains present in the vicinity of or under the lagoon? YES o NO (please circle one)
IV. APPLICANT'S CERTIFICATION:
I, WxWELI- F-Claps, IN G. (Land Owner's name listed in question II.2),attest that
this application for ALen �l F F*., _(Farm name listed in question II.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included,this application package
will be returned to me•s incomplete.
Signature _ NJ- '^C __ Date 1-4 3TcL-1 q7
V. MANAGER'S CE TIFICATION: (complete only if different from the Land Owner)
(Manager's name listed in question II.6),attest that this
application for _ —(Farm name listed in question II.i)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned as incomplete.
Signature _ Date _
THE COMPLETED APPLICATION PACKAGE,INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: (919) 733-5083
FORM: AWO-G-E 2/26/97 1. Page 2 of 3

EMERGENCY ACTION
v
PHONE NUMBERS
Division of Water Resources (DWR)
Emergency Management Sstem District
--- __
Soil and Water Conservation Di trict(SWCD
Natural Resources Conservation Service ) y ~~~ ~
This plan will be implemented in the event that wastes
� 4 y overflowing, or running off site. You should not wait untom your operation are leaking,
Your Property to consider that you have a problem. Yon shouldastes reach surface waters or leave
this does not happen.This 1 make every effort to ensure
the faciIit A should be posted in an accessible location for all t t to that
y The following are some action items you should take.
A yees at
1• Stop the release of wastes. Depending
Suggested responses to some possibleprothe erns a til s, this may or may not be possible.
a• Lagoon overflow_possible solutions re listed below.
are:
1) Add soil to berm to increase elevation of dam.
2) Pump wastes to fields at
3) Stop all flows to the lagoon acceptable rate.
4) Call a g mmediateIy.
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 wa
3) Incorporate waste to reduce runoff. ste.
4) Evaluate and eliminate the reason(s)that caused th
5) Evaluate the application rates for the fields whe e runoff.
c. Leakage from the waste pipes and sprinklers-action re runoff occurred,
tion include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Close valves to eliminate further discharge.
4) Repair all leaks prior to restarting pumps.
I 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 (NRCS,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

a
Swine Farm Waste Management Odor Control Checklist
Source Cause
1sMPs to Minimize Odor Site Specific Practices
Farmstead • Swine production pi Vegetative or wooded buffers;
0 Recommended best management practices;
® Good judgment and common sense
Animal body surfaces • Dirty manure-covered animals 1SI Dry floors
Floor surfaces manure-covered floors 9 Slotted floors;
Wet manure-cover
Waterers located over slotted floors;
O Feeders at high end of solid floors;
O Scrape manure buildup from floors;
O Underfloor ventilation for drying
ts • Urine; O Frequent manure removal by flush,pit recharge,
Manure collection pi
Partial microbial decomposition or scrape;
O Underfloor ventilation
Ventilation exhaust fans • Volatile gases; [Zit Fan maintenance;
Dust M Efficient air movement
Indoor surfaces Dust A Waslidown between groups of animals;
M Feed additives;
O Feeder covers;
Feed delivery downspout extenders to feeder
curers
Flush tanks Agitation of recycled lagoon O Flush tank covers;
liquid while tanks are filling O Extend fill lines to near bottom of tanks with
anti-siphon vents
Flush alleys • Agitation during wastewater O Underfloor flush.with underfloor ventilation
conveyance
Pit recharge points • Agitation of recyc]ed lagoon 1SI Extend recharge litres to near bottom of pits
liquid while pits are filling with anti-siphon vents
Lift stations • Agitation during sump tank O Sump tank covers
filling and drawdown -- -
Outside drain collection • Agitation during wastewater O Box covers
or junction boxes conveyance

Cause [iMPs to Minimize Odor Site Specific Practices
Source --
End of drainpipes at • Agitation during wastewater a Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions; 0 Proper lagoon liquid capacity;
• Biological mixing; 9 Correct lagoon startup procedures;
Agitation .0 Minimum surface area-to-volume ratio;
IM Minimum agitation when,pttmping;
❑ Mechanical aeration;
Cl Proven biological additives
Irrigation sprinkler • High pressure agitation; Irrigate on dry days with little or no wind;
nozzles . Wind drift 19 Minimum recommended operating pressure;
® Pump intake near lagoon liquid surface;
❑ Pump from second-stage lagoon
Storage tank or basin • Partial microbial decomposition; l7 Bottom or midlevel loading;
surface . Mixing while filling; Cl Tank covers;
• Agitation when emptying ❑ Basin surface mats of solids;
❑ Proven biological additives or oxidants
Settling basin surface • Partial microbial decomposition; ❑ Extend drainpipe outlets underneath liquid
• Mixing while filling; level;
• Agitation when emptying ❑ Remove settled solids regularly
Manure,slurry or sludge • Agitation when spreading; O Soil injection of slurry/sludges;
M
spreader outlets 0 Volatile gas emissions ❑ Wash residual manure from spreader after use;
❑ Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions while ❑ Soil injection ofslurry/sludges
slurry or sludge on field drying ❑ Soil incorporation within 48 hrs.;
surfaces Cl 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 ❑ Complete covering of carcasses in burial pits;
pits Cl Proper location/construction of disposal pits
Incinerators 0 Incomplete combustion 0 Secondary stack burners

Source Cause
Standing water around . Improper drainage; HMPs to Minimize Odor Site Specific Practices
facilities f$ Grade and landscape such that water drains
• Microbial decomposition of away from facilities
_ organic matter
Manure tracked onto . Poorly maintained access roads
public roads from farm 1R Farm access road maintenance
access
Additional Information :
Swine Manure Management; 0200 Rule/BMP Packet — Available From
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet NCSU,County Extension Center
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-BAE
Environmental Assurance Program; NPPC Manual NCSU-Swine Extension
Options for Managing Odor; a report from the Swine Odor Task Force NC Pork Producers Assoc
Nuisance Concerns in Animal Manure Management:Odors and Flies; PRO]07, 1995 Conference Proceedings NCSU Agri Communications
g Florida Cooperative Extension

insect Control Checklist for Animal Operations
ecific Practices S
Source Cause WON to Control Insects Site_ p
Liquid Systems
Flush Gutters • Accumulation of solids D Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
El Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids 181 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.
Excessive Vegetative • Decaying vegetation 5F 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 O 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 O 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).
M Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.

F
Source Cause INPs B to Control Insects. Site Specific Practices
Animal Holding Areas Accumulations of animal wastes O Eliminate low areas that trap moisture along
and feed wastage fences 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 wastes El 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
77�Source Cause � --— --- -
BMPs to Control Insects
Site S ecific Practices
Flush gutters LiqiAccumulation of solids D Flush system
S stems
Y s designed and operated sufficiently
to remove accumulated solids from gutters as
designed
0 Remove bridging of accumulated solids at
Lagoons and pits Crusted solids dischar e
® 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
Excessive vegetative over more than 30 percent of surface
g 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.
Feeders Dry Sj,stems ~�
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
Feed storage Accumulations of feed Cl Reduce moisture accumulation within and around Site S ecific Practices
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 storage as needed
Animal holding areas Accumulations of animal O Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
CI 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 O 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
Cl Provide for adequate drainage around manure
stockpiles
Cl Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handlin2 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