310390_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.
l. Certificate Of Coverage Number: AWS310390
2. Facility Name: Earth Right Farms
3. Permittee's Name(same as on the Waste Management Plan): Earth Right Farms Inc
4. Permittee's Mailing Address: J.;j R e;I`cks—7�--)l'
City: Aoleett*4 ive kQ�t�.v�5..1.�� State: NC Zip. 18360 2 V--34'1
Telephone Number: 910-296-1513 Ext. E-mail: stenhen.williamson.irna,gmail.com
5. Facility's Physical Address: 1450 E Wards Bridge Rd
City: Kenansville State: NC Zip: 28349
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 Hog Production
10. Operator Name(OIC): Stephen M.Williamson Phone No.: 919-658-9273 OIC#: 19128
11. Lessee's Name(if there is not a Lessee,write"None"): NO,��
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Wean to Finish 2,535 ✓
Operation Types:
Swine Cattle Dry Poultry Other Tvnes
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 8/31/1993 Full,clay 4451.016.00 52,296.00 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.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C.Section 1001 provides a punishment by a fine of not more than$10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
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):
Name(Print): Q h 2 `I/r[�a J (% Title:
Signature: Date:
Ate 2
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

Operator: Earth Right Farms County: Duplin Date: 05/26/21
Distance to nearest residence(other than owner): I 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
2535 head (finishing only) x 115 lbs. = 291525 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= 291525 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume= 291525 lbs. ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/Ib. ALW= 1 CF/lb. ALW
Volume= 291525 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)------------------ 400.0
Inside top width (feet)------------------- 140.0
Top of dike elevation (feet)---------------- 37.0
Bottom of lagoon elevation (feet)---------- 23.0
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 3.0 394.0 134.0 13.0
AREA OF TOP
LENGTH 'WIDTH =
394.0 134.0 52796 (AREA OF TOP)
AREA OF BOTTOM
LENGTH *WIDTH =
316.0 56.0 17696 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH *WIDTH *4
355.0 95.0 134900 (AREA OF MIDSECTION *4)
CU. FT. = [AREA TOP+ (4*AREA MIDSECTION) +AREA BOTTOM] * DEPTH/6
52796.0 134900.0 17696.0 2.2

Total Designed Volume Available= 445016 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length *Width =
400.0 140.0 56000.0 square feet
Buildings(roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 56000.0 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= 291525 lbs. ALW/135 lbs. ALW* 1.37 gaI/day 180 days
Volume= 532519 gals. or 71192.4 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 = 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 = 0 inches
Volume= 7.0 in * DA/ 12 inches per foot
Volume= 32666.7 cubic feet
5D. Volume of 25 year-24 hour storm

Volume= - .- inches/ 12 inches per foot*DA
Volume= 35000.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 71192 cubic feet
5B. 0 cubic feet
5C. 32667 cubic feet
5D. 35000 cubic feet
TOTAL 138859 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===========================> 400.0 feet
Inside top width============================> 140.0 feet
Top of dike elevation=======================> 37.0 feet
Bottom of lagoon elevation==================> 23.0 feet
Total required volume=======================> 430384 cu. ft.
Actual design volume========================> 445016 cu. ft.
Seasonal high watertable elevation (SHWT)===> feet
Stop pumping elev.__________________________> 33.1 feet
Must be> or= to the SHWT elev.==========> feet
Must be > or= to min. req. treatment el.=> 29.0 feet
Required minimum treatment volume===========> 291525 cu. ft.
Volume at stop pumping elevation============> 305815 cu. ft.
Start pumping elev._________________________> 35.3 feet
Must be at bottom of freeboard &25 yr. rainfall
Actual volume less 25 yr.-24 hr. rainfall==> 410016 cu. ft.
Volume at start pumping elevation===========> 409843 cu. ft.
Required volume to be pumped================> 103859 cu. ft.
Actual volume planned to be pumped==========> 104028 cu. ft.
Min. thickness of soil liner when required==> 2.0 feet
7. DESIGNED BY ^� APPROVED BY: �I ES7y.
DATE: ` DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN //
COMMENTS: i �.� 41—t' T�� r{ yK+
G

WASTE UTILIZATION PLAN
Wednesday, May 26, 2021 (IfW jQ -/a-13
Producer : Earth Right Farms,Inc
Farm Name : Earth Right 31-390
t3tn rLix +7. c
MtE, ;Ne-2 8 3e5tKevears Ile SIC ;2 `E�r
Telephone# : [phone]
Type of Operation : IP &Aj to Finish swine
Number of Animals : 2535 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

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
2535 hogs X 2.3 tons waste/hogs/year= 4816.5 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
2535 hogs X 1.4 Ibs PAN/hogs/year = 3549 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 N/ACRE NIACRE USED TIME
3879 1 GRITNEY 2-6% BH 5.5 275 0 1.75 481.25 MAR-SEP
3879 1 GRITNEY 2-6% SG 1 100 0 1.75: 175 SEP-MAY
73874 14AW ;GRITNEY 2-6% BH 5.5 275 0 2.75 756.25 MAR-SEP
73874 14AW (GRITNEY 2-6% SG 1 100 0 2.75 275 SEP-MAY
73874 * 15AW RAINS _ - --- -- C 180 - 135 0_1616 - 21- FEB15-JUN
�--- - - - - - - - --.
73874 15AW RAINS w 100 106 0 16 1696 SEP-APR
73874 * 15AW RAINS SB 37 143.19 0 16, 2291.04 APR-SEP 15
73874 15AW RAINS WA 1 50 0 16� 800 SEP-ARP
-73874 1 HW ;GRITNEY 2-6% BH 5.5 275 0 0.87 239.25 MAR-SEP
73874 1 HW ;GRITNE
- Y 2-6 SG 1 100 0 0.87 87 SEP-MAY
_ °/o
3879 2 iGRITNEY 2-6% BH 5.5 275' 0. 2.54 698.5 MAR-SEP
3879 - 2----j GRITNEY 2-6% - SG 1 100i 0• 2.54 -254 SEP-MAY
'--_3879 3 (GRITNEY 2-6% BH 5.5 275; 0, 2.94 808.5; MAR-SEP
3879 3 yGRTTNEY 2$% SG 1 100 0' 2.94 294 SEP-MAY
3879 j 4 BONNEAU 0-6% BH 5.5 275 0 0.89� 244.75 MAR-SEP
-- -- - --
��3879 - 4 _ ;_BONNEAU 0-6% 5G 1 100 0 0.891 89 SEP-MAY
I 3879 5 PACTOLUS ALL BH 5.4 270 0 0.461 124.2 MAR-SEP
3879 - 5 PACTOLUS ALL SG 1 100 0 0.46i 46 SEP-MAY
3879 6 PACTOLUS ALL BH 5.4 270 0 0.84 226.8 MAR-SEP
3879 - 6 PACTOLUS ALL SG 1 100 0 - 0.84 84 SEP-MAY
3879 7 PACTOLUS ALL BH 5.4 270 0 1.45i 391.5• MAR-SEP
36T9 - T PACTOLUS ALL SG 1 100 0 1.451 145 5EP-MAY
-_. ----- - TOTALS: 8893.52
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

TABLE 2 : ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
TRACT FIELD SOIL TYPE&CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE NACRE N/ACRE USED TIME
73M 1 LUMBEE DRAINED C 110 137.5 0^ 21.61 2971.38i FEB15-JUN
------- -. - - -- --
73843 1 ILUMBEE DRAINED W 50 100, 0, 21.61 2161 SEP APR
i 73843 1* 1 _LUMBEE DRAINED SB 45 180 0 21.61 3889.8•APR-SEP 15
73843 1 !LUMBEE DRAINED WA 1 50 0 21.61 1080.5. SEP ARP
74286 10HW �NOBOCO 0-2% SH 6.4 221.056 0 5.61 1240.12 MAR-SEP
74286 I- 1014W INOBOCO 0-2% SG 1 100 0 5.61 561 SEP-MAY
74286 14" NOBOCO 0-2% BH 6.4 221.056. 0; 2.38 525.113' MAR-SEP
74286 - 14HW _NOBOCO_0-2% SG 1 100i 01 2.38 238 SEP-MAY
74285 15HW MARVYN 0-2% - BP 4.8 221.281 0- 3.61 798.821 MAR-SEP
74285 - 15HW MARVYN 0-2% --- - - SG 1 75- 0- 3.61 270.75 SEP-MAY
73843 2 ,GRITNEY 6-10% _BP 4.1 205 _0 9.39 1924.95 MAR-SEP
-- - - - - -
73843 '- 2-rtGRITNEY_6-1096 SG 1 75 0 9.39 704.25 SEP-MAY
4204 - 3 AUTRYVILLE ALL SA 1 83 0 13.58 1127.87 MAR15-AUG
4204 - 3 iAUTRYVILLE ALL WA 1 75 0 13.59 1019.25 SEP-ARP
74285 6HW JMARVYN 0-2% _BP - 4.8: 166.08 - - 01 8.29 1376.80 MAR-SEP
74285 - 6HW IMARVYN 0-2% SG - 1 _75 - 0. _8.2_9 621.75 SE_P-MAY
i 74285 8HW iNOBOCO 0-2% - BP 6.4 221.05& 0 5.61 1240.12' MAR-SEP
74285 - 8HW NNOBOCO 0-2% i SG 1 75 0 5.61 420.75 SEP-MAY
74286 9HW-iNOBOCO 0-2% - BH -- 6.4 221.056 0 5.37 1187.07 MAR-SEP
74286 9HW !NOBOCO 0-2% - SG 1 100 0 - 5.37 - 537 SEP-MAY
1 TOTALS: 18846.1
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
'Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE CROP UNITS LBS N/UNIT
C CORN BUSHELS 1.25
BH HYBRID BERMUDAGRASS-HAY TONS 50
BP ._HYBRID BERMUDAGRASS-PASTURE -- - - - TONS -- 50 - - -I
SG SMALL GRAIN OVERSEEDED _-^-- -- AC -` 50-
SB SOYBEANS BUSHELS 4
f SUMMER ANNUALS AC - 110
!W T-WHEAT --------- ----
j WA WINTER ANNUALS AC 100
Page 3

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
TABLE 1 30.491 8,894
'TABLE 2 75.46 18,846
TOTALS: ! 105.95, 27,740
AMOUNT OF N PRODUCED: 3,549
BALANCE -24,191
This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due to equipment limitations. Actual total acres in the
fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must Contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 937.95 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 1.625 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
APPLICATION APPLICATION
TRACT FIELD SOIL TYPE CROP RATE(in/hr) AMT(inches)
3879 -4 BONNEAU 0-6% SG i 0.00 *1
3879 - I,2,3 - GRITNEY 2-6% BH 0.00 *1
3879 -2 SG
0.00 *1
,3879 - - 5,6,7 PACTOLUS ALL BH 0.75 '1
,3879 -5,-6;7 PACTOLUSALL SG 0.75 *1
3 78 9 4 BONNEAU 0-6% BH 0.00 *1
4204 -3 AUTRYVILLE ALL SA ; 0.60 *1
4204 -3 AUTRYVILLE ALL WA j 0.60 *1
.73843 'I LUMBEE DRAINED W i 0.60 *1
W843 - 2 - GRITNEY 6-10% BP 0.00 *1
73843 -2 GRITNEY 6-10% SG 0.00
! '1
- - -- -
$ - .I LUMBEE DRAINED SB 0.40 *1
73843
--- - ---- - - -- Page 4

!73843 -I LUM_BEE DRAINED WA 0.40 "1
73843 - - - — -2 - GRITNEY 6-10% SG_ + 0.00 '1
73874 14AW,1HW GRITNEY 2-6% - BH 0.00 "1
- - -- --
73674 -I4AW,—IHW GRITNEY % --- S_G_ 0.
2-6 00
73874 ISAW RAINS OH 0.40 '1
r74285
74 —15AW RAINS_-------.—_ - SG__ 0.40 '1
ISHW,6HW MARVYN 0-2% BP 0.0085 —15HW,--6HW MARVYN 0-2% SG 0.00��—_
74285 8HW NOBOCO 64% BP 0.00 `1
74285 -SHW NOBOCO 0-2% SG 0-00 I '1
i74286 -IOHW,-14HW,-9HW NOBOCO 0-2% - --- SG 0.00 '1
s74286 IOHW,14HW,9HW NOBOCO 0-2% - - BH 0.00
*-this is the maximum application amount allowed for the soil assuming the amount of
nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 5

NARRATIVE OF OPERATION
This WUP was revised upon growers request on 10-22 08 to show a crop change for Tract-
3880 from corn, wheat, soybeans to coastal hay& overseed.
VVUP was revised on 10-22-08 based on information provided by owner and wettable acre
irrigation designed by Kraig Westerbeek. HW stands for Honey Wagon on Fields 1 HW tract
3880.
Tract 3880 Fields 1HW will need to be overseeded and then sprigged as soon as the current
crop is removed.
This WUP was revised upon growers request on 12-12-08 to add Tract-4204 and Tract 4202.
Each tract will utilize a winter annual and summer annual and grazed.A 25% reduction was
applied for grazing. Tract#4202 is new ground and does not show up on maps. Based on
information supplied by the grower and the farm office the soils are a Leon. The lagoon
effluent will be applied by honey wagon.
This WUP was revised upon growers request to add land that was purchased around March
2009. Tract#73874 Fields 1 HW, 2HW, 3HW will be sprigged in Coastal Bermuda in the
spring of 2009 and will be written in plan as Coastal Bermuda and 50 lb Small Grain. HW
stands for Honey Wagon.
This WUP was revised upon Growers request to add land that was purchased around March
2009.Tract 73874 fields#1,#2,#3.
This WUP was revised January 11, 2010 upon growers request due to heavy rainfall in 2009.
Farm Tract 73843 fields 1,2,3 were added. Field#1 will utilize a crop rotation of Corn, Whaet,
Soybeans. Field#2,#3 will utilize Bermuda Pasture with a 501b overseed. Grower plans to
continue with this Tract 73843 in WUP until futher notice.
This WUP was revised on 3/24/10 upon growers request to add land that was leased. Tract
#71030 Fields#P1 and P#2 will utilize a cum, wheat, soybean rotation. Grower plans to use
Amway on both fields.
This WUP was revised on 9/5112 upon growers request to add 30 Ibs of green manure in the
rotation for Tract#71030 fields#P1 and#P2. IF applied the 30 Ibs of nitrogen must be
subtracted from the corn.
This WUP was updated to reflect a long term automatic renewal contract with Tract#74285
fields#6, #8, #15 and also Tract#74286 fields#9,#10, and#14.All land application will be
applied by Honey Wagon. All perrinial waters have been buffered.All Information was
provided by Grower and Soil&Water. Fields are in Coastal Bermuda Pasture and 501b
overseed.All realistic yields are from updated NCSU sheets and have a 25% reduction due
to grazing. HW stands for Honey Wagon.
r
Page 6

NARRATIVE OF OPERATION
In addition to the comments on the previous page the following applies. Farm is changing
operation type from feeder to finish to wean to finish. Acreages and nitrogen rates remain the
same with the exception of the 100 lb/acre and 75 lb/acre overseeded bermuda rate in effect.
The addendum on the following page spells out the windows and timing of application.
Producer has the option to plant a millet/rye rotation on field 1, tract 73843 and fertilize at the
rate of 83 Ib/N/acre for millet and 75 Ib/N/acre for rye. Crop windows were updated to the
most recent guidance.
Page 7

Updated Crop Management Practices for Bermuda Winter Overseed
This document, as approved by the Interagency Nutrient Management Committee on
October 10, 2017, hereby modified the July 13, 1998 Memorandum "Crop Management
Practices for Select Forages Used in Waste Management". This modification updates
the application window protocol for the 100 lb Nitrogen PAN rate for both Cereal Rye
and Annual Ryegrass, as well as winter small grains.
• Farms utilizing the 100 lbs./ac PAN rate for the overseed are allowed to apply no
more than 50 lbs./ac PAN from October 1 through December 31 and no more than
50 ibs./ac PAN from January 1 through March 31.
Applications made during the months of December and January cannot exceed the
combined total of 25 lbs./ac PAN for the two-month period.
The last application of animal waste is to be applied to the Bermuda crop prior to
September 30.
• The PAN rate for grazed systems must be reduced by 25%.
All other requirements of the July 13, 1998 Memorandum continue to apply. Those
requirements include but are not limited to:
• Cereal rye and annual ryegrass should be planted by October 15 to provide the best
opportunity to get winter growth.
A harvest is required prior to heading or April 7, whichever comes first, for both
cereal rye and annual ryegrass. This is necessary to minimize the potential for
shading of emerging Bermuda and reducing its yield. To favor the production of
bermuda, additional harvest of annual ryegrass will be required when the ryegrass
canopy reaches 12-15 inches height.
•
These management requirements shall also apply to overseeded winter small grain.

PLANS & SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of$10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climate conditions, and level of
management, unless there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no greater
than 10 tons per acre per year and appropriate filter strips will be used where runoff leaves
the field. These filter strips will be in addition to "Buffers" required by DEM. (See FOTG
Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the
waste may be broadcast provided the application does not occur during a season prone to
flooding. (See "Weather and Climate in North Carolina" in the NRCS Technical Reference -
Environment file for guidance.)
`7. Liquid waste shall be applied at rates riot 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 irriaation ditch or canal. Animal waste
Page I

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 10

NAME OF FARM: Earth Right 31-390
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNS Earth Right F ms, Inc
SIG NATURE• DATE: P
NAME OF MANAGER (if different from own r):
please print
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: Barwick Ag Services
ADDRESS (AGENCY): 103 Country Club Circle
Clinton, NC 28328
t [phone]�,/�
SIGNATURE: /- DATE:
Page 11

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Version—November 26,2ola
Mortality Management Methods
indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
138 .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
a Q A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
a In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture& Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Far er/Manager Date
}
Signature of tehnical rpeci st Date

BEFORE BL6rN'NfNG EXCAVATION
LANDOWNER IS ADVISED TO CONTACT , ,
ULOCO TO ASSURE THAT UNDERGROUND •d.. � • • `
UTILITIES ARE NOT DESTROYED � r"
1-800-632-4949
.k:
- 3 720 FINISHING HOUSES
WARDS BRIDGE ROAD - STATE ROAD #1300 - DUPLIN COUNTY
Westbrook
N Crossroad
.6 �r
o• 1300
2 1515
\Q'
13-1 Chapel 1300 1'4 903 h
6
1004 � 1 � v�
.5 .4 'j W
r?� 1516 1517
9s Wesley 03
c II 9 Z
FPc�o
380 1�
1516 -0
w 3 1.6
1004 1b
DIRECTIONS: FROM KENANSVILLE TAKE HWY 11 & 903 NORTH TO
JUST PAST GILFORD EAST, THEN TURN LEFT ON SR #1300 TOWARDS WARDS
BRIDGE ROAD, GO APPROXIMATELY. 3 MILES, FARM PATH ON LEFT.
MAILING ADDRESS: SHIPPING ADDRESS:
SCOTT SCOTT
POST 0 344 _ __ SCOTT
KEN LLE, 28349 SVILLE, 28349
T (919) 296— 74 - - - - ----- I
r - SCS DOES NOT CERTIFY I
Exr+{ \ ft f& THAT EXCAVATION AND
0- h �T FILL VOLUMES ARE
CORRECT
l��ar•�.s J t e �3 w9
bKOWN-S OF CAROLINA.INC.
?Ol I-AS'I"C'OI.I.1;E STREET P.O. BOX 487 • WARSAW. N.C. 2819S-0487 • OFFICE: [phone] • FAX: [phone]

perator:John Scott County: 93 Du lin Date: 08 11
P / /
Distance to nearest residence (other than owner) : 1200. 0 feet
1. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
2160 head (finishing only) x 135 lbs. = 291600 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 291600 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 291600 lbs. SSLW x Treatment Volume(CF) /lb. SSLW
Treatment Volume(CF) /lb. SSLW= 1 CF/lb. SSLW
Volume = 291600 cubic feet
Slvo�e S+oraye Ni f- Con p_fad
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION ,4f Lando wn er,{ R eqv e.&
Volume = 0. 0 cubic feet
TOTAL DESIGN VOLUME
Inside top length 140. 0 feet ; Inside top width 400. 0 feet
Top of dike at elevation 37 . 0 feet
Freeboard 1.0 feet ; Side slopes 3 . 0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 36. 0 feet ,
Bottom of lagoon elevation 23 . 0 feet
Seasonal high water table elevation 30. 0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3.0 3 . 0 3 .0 134. 0 394. 0 13 . 00
AREA OF TOP
LENGTH * WIDTH =
134 . 0 394.0 52796 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
56 . 0 316.0 17696 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
95. 0 355. 0 134900 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
52796. 0 134900.0 17696. 0 2.2

VOLUME OF LAGOL_. AT TOTAL DESIGN LIQUID LE --L = 445016 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
140. 0 400. 0 56000. 0 square feet
Buildings (roof and lot water)
Length * Width =
0. 0 0. 0 0. 0 square feet
TOTAL DA 56000 . 0 square feet
Design temporary storage period to be 180 days.
.)A. Volume of waste produced
/Approximate daily production of manure in CF/LB SSLW 0. 00136
Volume = 291600 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Y.
Volume = 71384 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 = 32666.7 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7. 5 inches / 12 inches per foot * DA
Volume = 35000. 0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 71384 cubic feet
5B. 0 cubic feet
5C. 32667 cubic feet
5D. 35000 cubic feet
TOTAL 139050 cubic feet
6. SUMMARY
Total required volume 430650 cubic feet
Total design volume avail. 445016 cubic feet
Min_ req. treatment volume plus sludge accumulation 291600 cubic fe
At elev. 32 .7 feet ; Volume is 287608 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 410016 cubic feet
At elev. 35.3 feet ; Volume is 408831 cubic feet (start pumping)
Seasonal high water table elevation 30. 0 feet
7. DESIGNED BY: T,M Vr4so-, APPROVED BY: Sic k
DATE: 9'//1/g3 DATE:
SCS DOES NOT CERTIFY
THAT EXCAVATION AND
FILL VOLUMES ARE
NOTE: SEE ATTACHED WASTE UTILIZATION PLA CORRECT

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 3 . 0 ACRES
USE THE SEED MIXTURE INDICATED:
180 LBS. FESCUE GRASS @ 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0 LBS. "PENSACOLA" BAHIA GRASS @ 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
24 LBS. HULLED BERMUDA GRASS @ 8 LBS. /AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0 LBS. RYE GRAIN @ 30 LBS. /ACRE (NURSERY FOR FESCUE
120 LBS. RYE GRASS @ 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
3000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
6 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
300 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 BAHIAGRASS IS SLOWER TO ESTABLISH 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.

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
Clearing:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch in diameter shall be removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material. Lagoon site (and pad site if needed) to be
stripped of topsoil (311) and stockpiled for use on dike and pad
slopes (2-311) . The topsoiling quantity is in excess of amounts
specified on page one (1) .
Cut-off Trench:
---------------
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
-------------
Construction of excavated and earthfill areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall be placed in
max. of 6" lifts and not placed in standing water. Compaction shall be
performed by the construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction of fill heights shall
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of one (1) foot below grade and backfilled and
compacted with a SCS approved material (ie-CL,SC,CH) . Refer to the soil
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction according to seeding specifications sheet.
v

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
min. odor control. The time required for the planned fluid level to be
reached (permanent + temporary storage) may vary due to soil conditions
flushing operations, and the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume
based on: 1) waste from animals; 2) excess rainfall after evaporation;
and 3) the largest 24 hour (one day) rainfall that occurs on the
average of once every 25 years. The volume of waste generated from
a given number of animals will be fairly constant throughout the year
and from year to year. This estimate is based on 7 inches of excess
rainfall which is equal to or exceeds the highest 6 months excess in
a year. The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will need to be
pumped each year. The 25 year rainfall will not be a factor to consider
in an annual pumping cycle, but this storage volume must always be
available. A maximum elevation is determined in each design to begin
pumping and this is .usually the outlet invert of pipe (s) from
building(s) . If the outlet pipe is not installed on the elevation to
begin pumping, a permanent marker must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimum treatment depth (6 feet) .
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. when precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2 . The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3 . Begin pump-out of the lagoon when fluid level reaches eleva-
tion 35. 3 as marked by permanent marker. stop pump-out when
the fluid level reaches elevation 32.7 or before the fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) . The design temporary storage, less 25 year storm
is 104050 cubic feet or 778297 gallons. As stated before, this
volume will vary considerably from year to year.

4. The recommended maximum 4mount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0. 3
inch per hour.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well.
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.

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MRCS WASTE UTILIZATION
PLAN SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff,drift,tirarunade conveyances,direct application,or
direct discharge during operation or land application. Any discharge o
prohibited f waste which reaches surface water is
2. There must be documentation in the design folder that the producer either owns or has a notarized agreement for use
of adequate land on which to properly apply the waste. If the producer does not own adequate land to properly
dispose of waste,he/she shall provide a copy of a notarized agreement with a landowner who is within a reasonable
proximity,allowing him/her the use of the land for waste application. It is the responsibility of the owner of the
facility to secure an update of the Waste Utilization Plan when there is a change in the operaiton,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. Actual yields may be uSed in lieu of realistic yield tables at the
discretion of the planner.
4. Animal waste shall be applied on land eroding less than 5 tons per acre per year- Waste may be applied to land that
is eroding at more than 5 tons but less than 10 tons per acrea per tear prrwidill glass filter stops are installed where
runoff leaves the field. (See FOTG Standard 393-Filter Strips)
5. Odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when
there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated on conventionally tilled
cropland. When applied to conservation tilled crops or gassland, the waste may be broadcast provided the
application does not occure during a season prone to flooding. (Ste "b�1]z,llllel'and C'linlate in North Carolina"for
guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occure off-site
or to surface waters and in a method which does not cause drift fi-oli, HIC Site during application. No ponding should
occur in order to control odor and flies. `
8. Animal waste shall not be applied to saturated soils,during rainfall events, M'when the surface is frozen.
9. Animal waste should be applied on actively growing crops ill such a lllarlller that the crop is not covered with waste
to depth that would prohibit growth. The potential for salt danla,,c ti'�nn allllnal W rite,huuld also be considered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crclps on sails with a high potential for
leaching. Waste nutrient loading rates on these soils should be held to a n1111nllllln and a suitable winter cover crop
planted to take up released nutrients. Waste shall not be applied nlOI.e than 30 da%s pricAr to planting of a crop or
forages breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall WIN*'with the 6011owing.- The outer perimeter of
the land area onto which waste is applied from a lagoon that is a co1111.urnct of a swine farm shall beat least 50 feet
from any residential property boundary and from any perennial stream in river other than an irrigation ditch or
canal. Animal waste other than swine waste from facilities sited uil or after October 1, 1995,shall not be applied
closer than 25 feet to surface water. This distance may be reduced for wiles:;that are left perelnial provided
adequate vegetative filter strips are present(See Standard 393 - Filter Strips).

NRCS WASTE UTILIZATION
` PLAN SPECIFICATIONS
(CONTINUED)
12. Animal waste shall not be applied closer than 100 feet from wells.
13. Animal waste shall not be applied closer than 200 feet of dwellines otller than these ov.tied by landowner.
14. Waste shall be applied in a manner not to reach other propety and public right-of-ways.
15. Animal waste shall not be discharged into surface waters,drainageways or wetlands by a discharge or by over-
spraying. Animal waste may be applied to prior converted cropland provided it has been approved as a land
applications site by a"technical specialist". Animal waste applied on grassed waterways shall be at agronomic rates
and in a manner that causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities,showers,toilers,sinks,etc.,shall not he discharged into the
animal waste management system.
17. A protective cover of appropriate vegetation will be established on all disturbed areas(lagoon embankments,
berms,pipe runs,etc.). Areas shall be fenced, as necessaly, to protect the vegetation. Vegetation such as trees,
shrubs,and other woody species,etc. are Iiruted to areas where considered appropriate. Lagoon areas should be
kept mowed and accessible. Lagoon berms and structures sliintld he inspected reaulariy tc)r evidence of erosion,
leakage,or discharge. `
18. If animal production at the facility is terminated, the owner is responsible for ohtair:ing and implementing a"closure
plan"which will eliminate the possibility of an illegal discharge,pollution and eri�sinu.
19. Waste handling structures,piping,pumps,reels, etc., should he 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 vegetalbles and other crisps for direct human consumption.
However,if animal waste is used on crops for direct human consumptiol it Should only be applied preplant with no
further applications of animal waste during the crop season.
21. Highly visible permanenet markers shall be installed to mark the top and bottom elevations of the temporary storage
(pumping volume)of all waste treatment lagoons. Pumping shall he n:anaeed to maintain the liquid level between
the markers. A marker will be required to mark the maximum storage%-oluille tier t�aaC storage ponds.
22_ Soil tests shall be made every year, and a liquid waste analysis shall be taken within<0 days of application
consistent with waste utilization plan. Poultry litter shall be tested prior to application. Si)il and waste analysis
records shall be kept for five years.
Dead animals will be disposed of in a manner that meets NC itLulatiurts.
n

-scS-(fPA-026 t. Name and Address of Person 2- Date of Request'
f T r' ,on Service i3a'e 9h) �- .
Al' ...Y ERODIBLE LAND AND WETLAND 3' rift
-R CONSERVATION DETERMINATION ,L)L ►V �- �� `� ��
"I'.e of USDA Agency or Person Requesting Oetertnination S. Farm No.and Tract No.
fLS I ("'/ "7C�- _r 7 9
SECTION I-HIGHLY ERODIBLE LAND
FIELD NO.(s) TOTAL ACRES
!s soil survey now available for making a highly erodible land determination? Yes No❑ ": ::'•=�' '" "; "': ~N' r
Are there hiahly erodble soil mao units on this farm? Yes No ,_,,�: .i..^>`,>•.c�z� ��< yr; a,.
List highly erodible fields Chat,ac=rding to ASCS records,were used to produce an agricultural commodity in any =
cop year during 1981.1985.
List highly erodible fields Chat have been or will be converted for the production of agricultural commodities and,
ac=rdng to ASCS records.were not used for this purpose in any crop year during 1981-1965;andwere not
enrolled in a USDA set-aside cr diversion orooram.
T�:s Hichly _rocible Land determtnaion was comclered in the: O:fice Field❑ s ^: ;° >
SECTION 11-WETLAND
FIELD ta0.(s) TOTAL ACRES
' re were hydric soils on this.'arm? Yes No
';ledands(W),including abandoned wetlands,or Farmed Wetlands(FWV)or Farmed Wedands Pasture(FWP).
Wedands may be farmed under natural conditions. Farmed Wedands and Fanned Wedands Pasture may be
farmed and maintained in the same manner as they were prior to December 23, 1985.as long as they are not 3.S (�
abandoned. Nam{�"�
3. Prior Converted Cropland(PC). Wedands that were converted prior to December 23. 19a5. The use,management,
drainage,and alteration of prior converted cropland(PC)are not subject to the welland conservation provisions unless
the area reverts to wedand as a result of abandonment
:al Wetlands(AW). Artificial wetlands indhudes irrigation-induced wetlands. These wetlands are not subject
rodandconservadon provisions.
%nimal E!fect Wetlands(Drt.V). These wetlands are to be farmed according to the minimal--effect agreement signed
IwP time the minimal-effect determinaticn was made.
S. Rlitigadon Wedands(MI4'�. Wetlands on which a person is actively mitigating a frequent/cropped area or a wetland
covered bet.veen December 23. 1985 and November 28. 1990.
7. Restoration with Violation(RVNJ-year). A restored wetland that was in violation as a result of conversion after
November 23. 1990,or the planting of an agricultural commodity or forage crop.
3. Res:c-ratien without lrioladon (RSA"). A restored wedand converted between December 23, 1965 and
November 28. 1990.on which an agricultural commodity has not been planted.
3. Replacement Wetlands(RPW). Wedands which are converted for purposes other than to increase production,
where the wetland values are being replaced at a second site.
). Good Faith Wetlands(GFW.year). Wetlands on which ASCS has determined a violation to be in good faith and the
we!iand has been restcred.
Con vered Wedands(CW. Wedands converted after December 23. 1985 and prior to November 28. 1990. In any
year that an agricultural commodity is planted on these Converted Wedands,you will be ineligible for USDA benefits.
Convered Wedand(CW.year). Wedands converted aher November 28. 1990. You will be ineligible for USDA
Program benefits until this wetland is restored.
Converted Wedand Non-Agricultural use(CWNA). Wedands that are converted for trees,fish production,shrubs,
cranberries,vineyards or building and road constr-uction.
t. Converted Wedand Technical Error(CWTE). Wetlands that were converted as a result of incorrect determination
by SCS.
3. The planned alteration measures on wetlands in fields are considered maintenance and are in compliance
with FSA.
3. The paanned alteration measures on wetlands in fields !`a t a are not considered to be maintenance and if
installed will cause the area to become a Converted Wedand(CV). See it m 22 for information on CW.year.
`h Viand determination was completed in the office Geld_`rand was deliveredCj mailed the person on /d
3. s.� c�eltn�` /�, G�� cvtir�Qrr
5 `t —kw-q— lYQc`r�, (� :M"
). r errry<y 0—,rh<abc.:<d<t<r...i...=tian u'o ct n 4 adcquurc for ur<:n dcr<r..uning 30. S:9naruru of SCS District Conservationist 31. Cato
d;&bdLry for USDA program befits,a,-!!hair rttjnd h.rlraragy,hy�vic roiLr,and tf �--- / r u
1+�drophytie-rgtt:rr;on uti:er nerrh:!evc� rtanees curt on au areas owli,d ur I/�f r� 1 J, `t„���/ /
lvrrranrr.Formed Wrtronrtr.and Fo id Wrt(avir Farrurr

�• . � icy .�i ...��' ♦ .� ��i 1
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EMERGENCY ACTION PLAN '
PHONE NUMBERS.
DWQ RID- 3 SS-3So 0
ENIERGENCY MANAGEMENT SYSTEM 911
SWCD
NRCS 910 -39li
=This plan will be implemented in the event that wastes from your operation are Iea-king,
overflowing, or running off site. You should not wait until wastes reach surface waters or leave
your property to consider that you have a problem. You should make every effort to ensure that
this does not happen- This plan should be posted in an acces ible location for ail PTM+ vg�at the
facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to some possible problems are listed below.
A Lagoon overflow—possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump waste to fields at an acceptable rate.
e. Stop aU flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
D. RunoE corn waste application field-actions include:
a. L—mmediately stop waste application.
b. Create a temporary diversion to contain waste.
C. Incorporate waste to reduce runoff:
d. Evaluate and eliminate the reason(s) that caused the runoff
e. Evaluate the application rates for the fields where runoti occurred.
C. Leakage from the waste pipes and sprinders-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to rester,sing pumps.

,1+ D. Leakage from flush systems, houses, solid separators-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. 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:
a. Dig a small well or ditch to catch all seepage, put in a submersible pump, and pump
back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom as soon
as possible.
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 :{ills, 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 surace waters?
g. Are potable water wells in danger (either on or of;of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality) regional office;
Phone y. 3 -3` After hours, emergency ncmber:'-//5-733- 3r�/� . your phone call
should include: your name, facility, telephone number, the details of the incident from item
2 above, the exact Iocation 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 911.
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number_/ -35%-,)142 , local SWCD office phone number
IL r`,'i J/T' and local MRCS office for advice/technical assistance phone number
5; tii a; z l
4. If none of the above works, call 911 or the SheritT s Department and explain your problem to
them and ask that person to contact the proper agencies for you.

S. Contact the contractor of your choice to begin repair of problem to minirruze off-site
i n . age.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.
a. Name: i rn �, ►
b. Phone: o
�l� —590-a�c3
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the systems and reassess the waste management plan to keep problems with
release of wastes from happening again.

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
min. odor control. The time required for the planned fluid level to be
reached (permanent + temporary -storage) may vary due to soil conditions
flushing operations, and the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume
based on: 1) waste from animals; 2) excess rainfall after evaporation;
and 3) the largest 24 hour (one day) rainfall that occurs on the
average of once every 25 years. The volume of waste generated from
a given number of animals will be fairly constant throughout the year
and from year to year. This estimate is based on 7 inches of excess
rainfall which is equal to or exceeds the highest 6 months excess in
a year. The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 -inches of excess rainfall will need to be
pumped each year. The 25 year rainfall will not be a factor to consider
in an annual pumping cycle, but this storage volume must always be
available. A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s) . If the outlet pipe is not installed on the elevation to
begin pumping, a permanent marker must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimum treatment depth (6 feet) .
Pumping can be started or stopped at any time between these two
levations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal . Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1 . It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2 . The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3 . Begin pump-out of the lagoon when fluid level reaches eleva-
ion 35. 3 as marked by permanent marker. Stop pump-out when
� -he fluid level reaches elevation 32 . 7 or before the fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) . The design temporary storage, less 25 year storm
is 104050 cubic feet or 778297 gallons. As stated before, this
volume will vary considerably from year to year.

4 . The recommended maximum amount to apply per irrigation is
one (1) inch and -the recommended maximum application rate is 0.3
inch per hour..
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8 . Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within loo feet of a well.
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.
1�J

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Sheet4
TABLE 4 - Irrigation System Specifications
Traveling Solid Set
Irrigation Gun Irrigation
Flow Rate of Sprinkler(gpm) 96
Operating Pressure at Pump (psi) 104.3
Design Precipitation Rate in/hr 0.25
Hose Length (feet) 850 XXXXXXXX
Type of Speed Compensation Mechanical XXXXXXXX
Pump Type (PTO, Engine, Electric) Engine
Pump Power Requirement (hp) 13.0
p--- I - I
TABLE 5-Thrust Block Specifications
THRUST BLOCK
LOCATION AREA(sq. ft.)
90 degree bend 4.23
Dead End 3
Tee 2.10
Gate Valve 3
45 degree bend 2.28
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Sheet7
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 100 gun ; Hobbs 2.5" ID Traveller
Nozzle Size: 0.768 inches
Sprinkler Pressure: 60 psi
Flowrate(GPM): 96 gpm
Wetted Diameter: 240 feet
Lane Spacings
Desired Spacing (%): 70 %
Design Spacing(feet): 168 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 180 feet
Actual Spacing (%): 75 %
Application Rate
Application Rate = (96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate = 0.25 in/hr
300 degree arc = 0.30 in/hr
220 degree arc = 0.41 in/hr
180 degree arc = 0.50 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate/ Desired application amount x Lane Spacing
Desired app. (in.) = 0.5 inches
300 degree arc = 1.71 ft/min
220 degree arc = 2.05 ft/min
180 degree arc = 3.42 ft/min
Mainline Velocity
Velocity= .408 x Flowrate/pipe diameter squared feet/sec.**
**For buried pipelines, velocity should be below 5 feet per second
Pipe size: 4 inches
Velocity= 2.45 ft/sec.
Page 1

Sheet7
Maximum Mainline Friction Loss
Most distant hydrant: Hydrant#6
Total distance: 2210 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.53 feet/100 feet
Max. Mainline Loss = 11.8 feet or 5.1 psi
Total Dynamic Head
Sprinkler Pressure: 60 psi
Loss through traveller: 32 psi
Elevation head: 0 psi
Mainline loss: 5.1 psi
Suction head and lift: 2.2 psi
5%fitting loss: 5.0 psi
TOTAL(TDH) = 104.3 psi or 240.9 feet
Horsepower Required.
Horsepower= Flowrate x TDH(feet)/3960/ Pump effeciency
Pump Description: Berkeley B3JQBM
Pump Efficiency: 45 %
Horsepower Required: 13.0 Hp
Thrust Blocking
Thrust Block Area =Thrust/Soil Bearing Strength
Thrust: 3600 feet
Soil Bearing Strength: 1200 feet
End Cap: 3.0 ft2
90 degree elbow: 4.2 ft2
Tee: 2.1 ft2
45 degree elbow: 2.3 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 104.3 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 2

Sheet7
NPSHA: 12
NPSHR: 8 *from pump curve
If NPSHA>NPSHR OK
Page 3

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