310189_Application_20240321

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: AWS310189
2. Facility Name: Eugene Whale Farm
3. Permittee's Name(same as on the Waste Management Plan): Eugene Whaley
4. Permittee's Mailing Address: 515 Durwood Evans Rd
City: Beulaville State: NC Zip: 28518-6804
Telephone Number: 910-290-1005 Ext. E-mail: whaley3550),smail.com
5. Facility's Physical Address: 122 George Sumner Rd
City: Beulaville State: NC Zip: 28518
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"): Murphy-Brown LLC
10. Operator Name(OIC): Murphy E.Whaley Phone No.: 910-298-5567 OIC#: 17331
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-Feeder to Finish 4,400
Oneration Res:
Swine Cattle Dry Poultry OtherTvnes
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 1/1/1993 Full,clay 717,610.00 94,912.00 19.50
2 Lagoon 1/1/1995 Full,clay 193,460.00 30,928.00 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. l 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 143-215.6B, 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,gsignature should be by a principal executive officer of the corporation):
Name(Print): n?Q—[�I�o.Z� Title: 62 }
Signature: Date: 62f M4,n�
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

�4
ROY COOPER '
Governor
ELIZABETH S.BISER
Secretary
RICHARD E.ROGERS,JR. NORTH CAROLINA
Director Environmental Quality
February 12,2024
Eugene Whaley j
Eugene Whaley Farm
515 Durwood Evans Rd
Beulaville,NC 28518-6804
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2024. In order to ensure your continued coverage under the State Non-Discharge General
Permits,you must submit an application for permit coverage to the Division of Water Resources (DWR)by April 3.2024.
Enclosed You will find a "Request for Certificate of Coverage for Facility Currently Covered by an Expiring State
Non-Discharge General Permit."The application form must be completed, signed by the Permittee,and returned to the DWR by
April 3.2024.
Mailing Address: NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699 1636
Email: animal.operations_.deq.nc.gov
phone: [phone]
Please note that you must include one (1) col2y of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NC G.S. § 143-215.1
and could result in assessments of civil penalties of up to$25,000 per day.
Copies of the animal waste operation State Non-Discharge General Permits are available at
www.deg.nc.p-ov/animalpermits2024.General permits can be requested by writing to the address above.
If you have any questions about the State Non-Discharge General Permits,the enclosed application,or any related matter please
feel free to contact the Animal Feeding Operations Branch staff at 919-707-9129.
Sincerely,
Michael Pjetraj,Deputy Director
Division of Water Resources
Enclosures: Request for Certificate of Coverage for Facility Currently Covered by an Expiring State Non-Discharge
General Permit
North Carolina Department ofEarironmeutelQuality DirisionofWaterResourtes
512TorthSAlishnryStreet 163611ioilsen•iteCeutir Rticigh,North Carolina 21499-1636
— "+ f PM!019129

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Operator: Eugene Whaley County: Duplin Date: 10/20/93
Distance to nearest residence (other than owner) : 900. 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
3520 head (finishing only) x 135 lbs. = 475200 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) = 475200 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 475200 lbs. SSLW x Treatment Volume(CF) /lb. SSLW
Treatment Volume(CF) /lb. SSLW= 1 CF/lb. SSLW
Volume = 475200 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
�`. r V'_l.�f C.� � t" :�i,:1.�'.).i J l I•t ._.-'(''3''c.j
Volume = 0 . 0 cubic feet
4 . TOTAL DESIGN VOLUME
Inside top length 275 . 0 feet ; Inside top width 335. 0 feet
Top of dike a evation 51. 8 feet
Freeboard 1 . 0 eet ; Side slopes 3 . 0 : 1 (Inside lagoon)
Total design la n liquid level at elevation 50.8 feet
Bottom of lagoon elevation 40. 8 feet
Seasonal high water table elevation 43 . 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 . 0 269 . 0 329 . 0 10. 00
AREA OF TOP
LENGTH * WIDTH
269. 0 329 . 0 88501 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
209 . 0 269 . 0 56221 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
239. 0 299 . 0 285844 (AREA OF MIDSECTION * 4)
CU. FT. = A.AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMO * DEPTH/6
88501 . 0 285844 . 0 56221. 0 1.7
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 717610 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
275. 0 335. 0 92125. 0 square feet
Buildings (roof and lot water)
Length * Width =
0. 0 0. 0 0. 0 square feet
.TOTAL DA 92125.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0. 00136
Volume = 475200 Lbs. SSLW * CF of Waste/Lb. /Day * 180 days
Volume = 116329 cubic feet
I
5c.. 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 = 53739 . 6 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume W 7 . 5 inches / 12 inches per foot * DA
Volume = 57578. 1 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 116329 cubic feet
5B. 0 cubic feet
5C. 53740 cubic feet
5D. 57578 cubic feet
TOTAL 227647 cubic feet
6. SUMMARY
Total required volume 702847 cubic feet
Total design volume avail. 717610 cubic feet
Min. req. treatment volume plus sludge accumulation 475200 cubic fe
At elev. 48. 0 feet ; Volume is 481248 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 660032 cubic feet
At elev. 50. 1 feet ; Volume is 652238 cubic feet (start pumping)
Seas pal high water table elevation 43 . 0 feet
7 . DESIGNED BY: APPROVED BY: ' , �c, )1,
DATE: DATE: n
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS• SCS DOES NOT CERTIFY
THAT EXCAVATION AND
FILL VOLUMES ARE
CORRECT

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,Squart'
140 5 , 142 (CHINQUAPIN) 24 47'3(r.
5453 IV SF i
SCALE 1:24 000
* 1 .5 0 KILOMETERS 1 2
M".. I000 0 METERS 1000 2000
614• GIN1 .5 MILES 0 I
MIL 1.37' 1000 0 1000 2000 3000 4000 WIN) ww 700D 8000 WOO 10 000
9 MILS FEET
CONTOUR INTERVAL 2 METERS
NATIONAL GEODETIC VERTICAL DATUM OF 1929
CONTROL ELEVATIONS SHOWN TO THE NEAREST 0.1 METER
I AND 1981 MAGNETIC NORTH OTHER ELEVATIONS SHOWN TO THE NEAREST 0.5 METER
li'ON AT CENTER OF SHEET
THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS

Operator:EUGENE WHALEY County: DUPLIN Date: 03/07/95
Distance to nearest residence (other than owner) : 900.0 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
880 head (finishing only) x 135 lbs. = 118800 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 Welg - 118800 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 118800 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 118800 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION Karr =CL.00 D AT- owmeQ3- Vwposv'
Volume = 0. 0 cubic feet
4 . TOTAL DESIGNED VOLUME
t Inside top length (feet) --------------------- 250. 0
Inside top width (feet) ---------------------- 125. 0 (AJMAGE�
Top of dike elevation (feet) ----------------- 50. 8
Bottom of lagoon elevation (feet) ------------
Freeboard (feet) -----------------------------
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 . 0 244 . 0 119 . 0 10.0
AREA OF TOP
LENGTH * WIDTH =
244 . 0 119 . 0 29036 (AREA OF TOP)
AREA OF BOTTOM -
LENGTH * WIDTH =
184 . 0 59 . 0 10856 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
214 . 0 89 . 0 76184 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMt * DEPTH/6
29036 . 0 76184 . 0 10856. 0 1.7
Total Designed Volume Available = 193460 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
250. 0 125.0 31250. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 31250. 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 = 118800 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
Volume = 217008 gals. or 29011. 8 cubic feet
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 = 18229 . 2 cubic feet

E �
I
5D. Volume of 25 year - 24 hour storm
Volume = 7 .5 inches / 12 inches per foot * DA
Volume = 19531. 3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 29012 cubic feet
5B. 0 cubic feet
5C. 18229 cubic feet
5D. 19531 cubic feet
TOTAL 66772 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7 ches
J
25 year - 24 hour rainfall__________________> 7.5 inches � f�
Freeboard===================================>
Side slopes=================================> 3 . 0 1 t'
Inside top length===========================> 250. 0 feet
Inside top width============================> 125.0 feet
Top of dike elevation=======================> 50.8 feet
Bottom of lagoon elevation=====___=_========> 39.8 feet
Total required volume=======================> 185572 cu. ft.
Actual design volume========================> 193460 cu. ft.
Seasonal high watertable elevation (SHWT)===> 43 .0 feet
Stop pumping elev.=======_____---------------- 47. 1 feet
Must be > or = to the SHWT elev.==========> 43 . 0 feet
Must be > or = to min. req. treatment el.-=> 45.8 feet
Required minimum treatment volume===========> 118800 cu. ft.
Volume at stop pumping elevation============> 123234 cu. ft.
Start pumping elev.=------- 49.0 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 173929 cu. ft.
Volume at start pumping elevation===========> 172291 cu. ft.
Required volume to be pumped================> 47241 cu. ft.
Actual volume planned to be pumped==========> 49056 cu. ft.
Min. thickness of soil liner when required==> 1. 6 feet
7 . DESIGNED BY: � APPROVED BY: ` �• Svy(}/�
DATE: .3/7/ 95 DATE: 3l �31�
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
BEFORE BEGINNING EXCAVATION � G�DOES NOT CERTIFY THAT
LANDOWNER IS ADVISED TO EXCAVATION AND FILL
CONTACT ULOCO TO ASSURE THAT VOLUMES ARE CORRECT
UNDERGROUND UTILITIES ARE NOT
DESTROYED 1-800-632-4949

1
{ 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 49 . 0 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 47 . 1 . This temporary
storage, less 25 yr- 24 hr storm, contains 47241 cubic feet or
353362 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.

Nutrient Management Plan For Animal Waste Utilization
09-28-2015
This plan has been prepared for: This plan has been developed by:
Eugene Whaley Farm31189 Billy W Houston
Eugene Whaley Duplin Soil& Water Conservation
366 Jackson Store Rd 165 Agriculture Dr.
Suite B
Beulaville, NC 28518 Kenansville, NC 28349
910-290-1005 910-296-2120
Developer Signature
Type of Plan: Nutrient Management with Manure Only
Owner/Manager/Producer Agreement
I(we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
� 2G �S
Signature(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: . 5✓
Technical Specialist Signature Date
-----------------------------------------------------------------------------------------------------------------------------------------------------------------
128767 Database Version 4.1 Date Printed: 09-28-2015 Cover Page I

1
Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder-Finish Lagoon Liquid waste generated 4,078,800 gals/year by a 4,400
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 7352
Incorporated 8823
Injected 8823
Irrigated 7352
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied (lbs) Deficit (lbs) Applied(Gallons) Deficit(Gallons)
Year 1 7,352 12416 -5,064 5,881,790 -1,802,990
Year 2 7,352 12432 -5,080 5,888,220 -1,809,420
----- ----------------------------------------------------------------- ------------ -
Note: In source 1D, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
128767 Database Version 4.1 Date Printed: 09-28-2015 Source Page 1 of 1

Narrative
WUP revised to reflect installation of center pivot, and removal of pulls 3 thru 7 of tract 5251. Pull 8
was removed in WUP dated 10/29/12 for construction of Mr Whaleys house.
-----------------------------------------------------------------------------------------------------------------------------------------------------------------
12s767 Database Version 4.1 Date Printed: 09-28-2015 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop,as well as the crop's P205 Removal Rate. The Leaching Index(LI)
and the Phosphorous Loss Assessment Toot (PLAT)Rating are also provided for each field,where available.
If field's PLAT Rating is High,any planned manure application is limited to the phosphorous removal rate of the
harvested plant biomass for the crop rotation or multiple years in the crop sequence. Fields with a Very High PLAT
Rating should receive no additional applications of manure. Regardless of the PLAT rating, starter fertilizers may be
recommended in accordance with North Carolina State University guidelines or recommendations. The quantity of
P205 applied to each crop is shown in the following table if the field's PLAT rating is High or Very High.
Planned Crops Summary
P
Total Useable Plat l A
Tract Field Acres Acres RatingRemoval Applied
L! Soil Series Crop Sequence RYE (lbslacre) (lbs/acre)
5251 2 4.66 4.66 Low N/A Norfolk Small Grain Overseed 1.0 Tons 15 N/A
Hybrid Bermudagrass Pasture 6.5 Tons 8 N/A
5251 9 2,75 2.75 Low NIA Norfolk Small Grain Overseed L0 Tons 15 N/A
Hybrid Bermudagrass Pasture 6.5 Tons 8 N/A
5251 AW2-9 5.30 5.30 Low N/A Norfolk Small Grain Overseed 1.0 Tons 15 N/A
Hybrid Bermudagrass Pasture 6.5 Tons 8 NIA
5251 pvt 21.90 21.90 Low N/A Norfolk Small Grain Overseed LO Tons 15 NIA
Hybrid Bermudagrass Pasture 6.5 Tons 8 NIA
5931 12 1 3.04 3.041 Low N/A Norfolk Corn,Grain 115 bu. 51 N/A
Wheat,Grain 60 bu. 30 N/A
Soybeans,Manured,Double Crop 35 bu. 28 NIA
5931 13 2.36 2.36 Low N/A Norfolk Com,Grain 115 bu. 51 N/A
Wheat,Grain 60 bu. 30 1 i N/A
Soybeans,Manured,Double Crop 35 bu. 28 N/A
5931 AW 12 L50 1.50 Low N/A Norfolk Corn,Grain 115 bu. 51 N/A
Wheat,Grain 60 bu. 30 N/A
Soybeans,Manured,Double Crop 35 bu. 28 NIA
5931 AW l3 2.50 2.50 Low N/A Norfolk Corn,Grain 115 bu. 51 NIA
Wheat,Grain 60 bu. 30 NIA
Soybeans,Manured,Double Crop 35 bu. 28 N/A
73366 10 3.48 3.48 Low NIA Norfolk Corn,Grain 115 bu.1 51 N/A
Wheat,Grain 60 bu. 30 N/A
Soybeans,Manured,Double Crop 35 bu. 28 N/A
73366 11 2.56 2.56 Low N/A Norfolk Corn,Grain 115 bu. 51 N/A
Wheat,Grain 60 bu. 30 NIA
Soybeans,Manured,Double Crop 35 bu, 28 N/A
73366 AW10,11 0.70 0.70 Low I N/A I Norfolk Corn,Grain 115 bu. 51 N/A
Wheat,Grain 1 60 bu.1 30 N/A
128767 Database Version 4.1 Date Printed 9/28/2015
PCs Page 1 of 2
NOTE: Symbol *means user entered data.

` I (Soybeans,Manured,Double Crop l 35 bu.l 28 1 NIA I
PLAN TOTALS: 50.75 50.75
LI Potential Leaching Technical Guidance
Low potential to contribute to soluble None
<2 nutrient leaching below the root zone.
>=2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<= i0 soluble nutrient leaching below the
root zone.
igh potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
utrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Term No-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
PLAT Index Rating P Management Recommendation
0-25 Low No adjustment needed;N based application
25 -50 Medium No adjustment needed;N based application
51 - 100 High Application limited to crop P removal
> 100 Very High Starter P application only
128767 Database Version 4.1 Date Printed 9/28/2015
PCS Page 2 of 2
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of'
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
abs/A) (Ibs/A) (1bs/A)
Source Total Use. Applic. Applic. 10{l0
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
5251 2 S7 Norfolk 4.66 4.66 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 93.07 0.00
5251 2 S7 Norfolk 4.66 4.66 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 222 0 0 Irrig. 222 88.68 0.00 413.23 0.00
5251 9 S7 Norfolk 2.75 2.75 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 54.92 0.00
5251 9 S7 Norfolk 2.75 2.75 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 222 0 0 brig. 222 88.68 0.00 243.86 0.00
5251 AW2-9 S7 Norfolk 5.30 5.30 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 105.85 0.00
5251 AW2-9 S7 Norfolk 5.30 5.30 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 222 0 0 Irrig. 2221 88.68 0.00 469.98 0.00
5251 pvt S7 Norfolk 21.90 21.90 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 607.48 0.00
5251 pvt S7 Norfolk 21.90 21.90 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 222 0 0 Irrig. 222 123.16 0.00 2,697.23 0.00
5931 12 S7 Norfolk 3.04 3.04 Corn,Grain 115 bu. 2/15-6/30 131 0 20 Irrig. 111 44.34 0.00 133.01 0.00
5931 12 S7 Norfolk 3.04 3.04 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 75 29.96 0.00 89.87 0.00
5931 13 S7 korfolk 2.36 2.36 Corn,Grain 115 bu. 2/15-6/30 131 0 20 Irrig. 111 44.34 0.00 104.64 0.00
5931 13 S7 korfolk 2.36 2.36 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 75 29.96 0.00 70.70 0.00
5931 AW 12 S7 Norfolk 1.50 1.50 Corn,Grain 115 bu. 2/15-6/30 131 0 20 Irrig. 111 44.34 0.001 66.51 0.00
5931 AW 12 S7 or folk L50 1.50 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 75 29.96 0.00 44.94 0.00
5931 AW 13 S7 INorfolk 2.50 2,50 Corn,Grain 115 bu. 2/15-6/30 131 0 20 Irrig. 111 44.34 0.00 110.85 0.00
5931 AW13 S7 Norfolk 2.50 2.50 Wheat,Grain 60 bu. 9/1 4/30 125 0 0 Irrig. 75 29.96 0.00 74.90 0.00
128767 Database Version 4.1 Date Printed: 9/28/2015 WUT Page 1 of 4

Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
Tract Field ID Soil Series Acres Aces
73366 10 S7 Norfolk 3.48 3.48 Corn,Grain 115 bu. 2/15-6/30 131 0 20 Irrig. 111 44.34 0.00 154.30 0.00
73366 10 S7 Norfolk 3.48 3.48 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 75 29.96 0.00 104.25 0.00
73366 11 4 S7 Norfolk 2.56 2.56 Com,Grain 115 bu. 2/15-6/30 131 0 20 Irrig. 111 44.34 0.00 113.51 0.00
73366 11 S7 Norfolk 2.56 2.56 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 75 29.96 0.00 76.69 0.00
73366 AW 10,I I S7 Norfolk 0.70 0.70 Corn,Grain 115 bu. 2/15-6/30 131 0 20 Irrig. 111 44.34 0.00 31.04 0.00
73366 AW10,11 S7 orfolk 0.70 0.70 Wheat,Grain 60 bu. 9/1 4/30 125 0 0 Irrig. 75 29.96 0.00 20.97 0.00
Total Applied,1000 gallons 5,881.79
Total Produced,1000 gallons 4,078.80
Balance, 1000 gallons -1,802.99
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,--symbol means leased,otherwise,owned. 2. Symbol *means user entered data.
128767 Database Version 4.1 Date Printed: 9/28/2015 WUT Page 2 of 4

Waste Utilization Table Year 2
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(1bs/A) (lbs/A) (lbs/A)
Source Total Use. Applia Applic, 1000
Tract Field ID I Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
5251 2 S7 orfolk 4.66 4.66 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 93.07 0.00
5251 2 S7 Norfolk 4.66 4.66 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 222 0 0 Irrig, 222 88.68 0.00 413.23 0.00
5251 9 S7 Norfolk 2.75 2.75 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig, 50 19.971 0.00 54.92 0.00
5251 9 S7 Norfolk 2.75 2.75 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 222 0 0 Irrig. 222 88,68 0.00 243.86 0.00
5251 AW2-9 S7 Norfolk 5.30 5.30 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 105.85 0.00
5251 AW2-9 S7 Norfolk 5.30 5.30 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 222 0 0 Irrig. 222 88.68 0.00 469.98 0.00
5251 pvt S7 Norfolk 21A 21.90 Small Grain Overseed I.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 607.48 0.00
5251 pvt S7 Norfolk 21,90 21.90 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 222 0 0 Irrig. 222 123.16 0.00 2,697.23 0.00
5931 12 S7 orfolk 3.04 3.04 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 50 19.97 0.00 59.92 0.00
5931 12 S7 Norfolk 3.04 3.04 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 54.72 0,00 164.17 0.00
5931 13 S7 Norfolk 236 2.36 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 50 19.97 0,00 47.13 0.00
5931 13 S7 Norfolk 2,36 2.36 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 54.72 0.00 129.15 0.00
5931 AW l2 S7 orfolk 1,50 1.50 Wheat,Grain 60 bu. 9/14/30 125 0 0 Irrig. 50 19.97 0.00 29.96 0.00
5931 AW l2 S7 Norfolk 1.50 1.50 Soybeans,Manured,Double Crop 35 bu. 4A-9/15 137 0 0 Irrig. 137 54.72 0.00 82.09 0.00
5931 AW 13 S7 Norfolk 2.50 2.50 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 50 19.97 0.00 49.93 0.00
5931 AW 13 S7 Norfolk 2.50 2.50 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 54.72 0.00 136.81 0.00
73366 l0 S7 Norfolk 3.48 3.48 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 50 19.97 0.00 69.50 0.00
73366 10 S7 orfolk 3.48 3.48 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 54.72 0.00 190.44 0.00
73366 11 S7 orfolk 2.56 2.56 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 50 19.97 0.001 51.i3 0.00
73366 11 S7 Norfolk 2.56 2.56 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 54.72 0.00 140.09 0.00
73366 AW10,11 S7 Norfolk 0.70 0.70 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 50 19.97 0.00 13.98 0.00
73366 AW10,11 S7 Norfolk 0.70 0.70 Soybeans,Manured,Double Crop 35 bu. 4/1-9115 137 0 0 Irrig. 137 54.72 0.00 38.31 0.00
128767 Database Version 4.1 Date Printed:9/28/2015 WUT Page 3 of 4

Waste Utilization Table Year 2
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (tbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic, Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
Total Applied, 1000 gallons 5,888.22
Total Produced, 1000 gallons 4,078.80
Balance, 1000 gallons -1,809.42
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,—symbol means leased,otherwise,owned. 2. Symbol *means user entered data.
128767 Database Version 4.1 Date Printed: 9/28/2015 WUT Page 4 of 4

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximurn application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
5251 2 Norfolk 0.50 1.0
5251 9 Norfolk 0.50 1.0
5251 AW2-9 Norfolk 0.50 1.0
5251 pvt Norfolk 0.50 1.0
5931 12 Norfolk 0.50 1.0
5931 13 Norfolk 0.50 1.0
5931 AW12 Norfolk 0.50 1.0
5931 AW 13 Norfolk 0.50 1.0
73366 10 Norfolk 0.50 1.0
73366 11 Norfolk 0.50 1.0
73366 AW 10,1 L Norfolk 0.50 1.0
128767 Database Version 4.1 Date Printed 9/28/2015 IAF Page 1 of 1
NOTE: Symbol * means user entered data.

The Nutrient Management Recommendations table shown below provides an annual summary of the nutrient
management plan developed for this operation. This table provides a nutrient balance for the listed fields and crops
for each year of the plan. Required nutrients are based on the real istic yields of the crops to be grown, their nutrient
requirements and soil test results. The quantity of nutrient supplied by each source is also identified.
The total quantity of nitrogen applied to each crop should not exceed the required amount. However, the quantity
of other nutrients applied may exceed their required amounts. This most commonly occurs when manure or other
byproducts are utilized to meet the nitrogen needs of the crop. Nutrient management plans may require that the
application of animal waste be limited so as to prevent over application of phosphorous when excessive levels of
this nutrient are detected in a field. In such situations, additional nitrogen applications from nonorganic sources
may be required to supply the recommended amounts of nitrogen.
Nutrient Management Recommendations Test
YEAR 0 N P205 K2O Mg Mn Zn Cu Lime
(lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (tons/A)
Tract Field 5251 2 Req'd Nutrients 50 0 120 0 0 0 0 1
Acres App.Period 4.66 10/1-3/31 Supplied By;
CROP Small Grain Overseed Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
ERemoval
mple Date 1.0 Tons 07-15-04 Manure 50 27 68 6 0 1 0 0
Rating 15 Ibslac. Low BALANCE 0 27 -52 6 0 1 0 1
Field 5251 9 Req'd Nutrients 50 0 110 0 0 0 0 0
pp.Period 2.75 10/1-3/31 Supplied By:
CROP Small Grain Overseed Starter 0 0 0 0 0 0 01 0
Commercial Fert. 01 0 0 01 0 0 0 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
ERemoval
mple Date 1.0 Tons 07-15-04 Manure 50 27 68 6 0 1 0 0
Rating 15 lbs/ac. Low BALANCE 0 27 -42 6 0 1 0 0
Field 5251 AW2-9 Req'd Nutrients 50 0 110 0 0 0 0 0
pp.Period 5.30 10/1-3/31 Supplied By:
CROP Small Grain Overseed Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 0 0 0 0 0 0 01 0
RYE I Sample Date LO Tons 07-15-04 Manure 50 27 68 6 0 1 0 0
P Removal I Rating 15 lbs/ac. Low BALANCE 0 27 -42 6 0 1 0 0
Tract I Field 5251 pvt Req'd Nutrients 50 0 80 0 0 0 0 2
Acres App.Period 21.90 10/1-3/31 Supplied By:
CROP Small Grain Overseed Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 1.0 Tons 1 08-26-13 Manure 50 39 230 9 0 21 01 0
P Removal Rating 15 lbs/ac. Low BALANCE 0 39 150 9 0 2 0 2
128767 Database Version 4.1 Date Printed: 9/28/2015 NMR Page I'of 8

Nutrient Management Recommendations Test
YEAR 0 N P205 K20 Mg Mn Zn Cu Lime
(Ibs/A) (]bs/A) {Ibs/A) (lbs/A} Mn
(lbs/A) (lbs/A} (tons/A)
NOTE: Symbol *means user entered data.
128767 Database Version 4.1 Date Printed: 9/28/2015 NMR Page 2 of 8

Nutrient Management Recommendations Test
YEAR 1 N P205 K20 Mg Mn Zn Cu Lime
(lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (Ibs/A) (Ibs/A) (tonslA)
Tract Field 5251 2 Req'd Nutrients 222 0 210 0 0 0 0 0
Acres App.Period 4.66 *3/1-10/31 Supplied By:
CROP Hybrid Bermudagrass Starter 0 0 01 0 0 0 0 0
Pasture Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
RYE Sample Date 6.5 Tons 07-15-04 Manure 222 121 304 27 1 5 I 1 0
P Removal I Rating 8 Ibs/ac. Low BALANCE 0 121 94 27 1 5 1 0
Tract I Field 5251 9 Req'd Nutrients 222 0 200 0 0 0 0 0
Acres App.Period 2.75 *311-10/31 Supplied By:
CROP Hybrid Bermudagrass Starter 0 0 0 0 0 0 0 0
Pasture Commercial Fert. 0 0 0 0 0 0 01 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
ERemoval
mple Date 6.5 Tons 07-15-04 Manure 222 121 304 27 1 5 1 0
Rating 8 lbs/ac. Low BALANCE 0 121 104 27 1 5 1 0
Field 5251 AW2-9 Req'd Nutrients 222 0 200 0 0 0 0 0
pp.Period 5.30 *3/1-10/31 Supplied By:
CROP Hybrid Bermudagrass Starter 0 0 0 0 0 0 0 0
Pasture Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 0 01 0: 0 0 0 0 0
E
mple Date 6.5 Tons 07-15-04 Manure 222 121 304 27 1 5 1 0
al Rating 8 lbs/ac. Low BALANCE 0 121 104 27 1 5 1 0
Field 5251 pvt Req'd Nutrients 222 0 160 0 0 0 0 0
pp.Period 21.90 *3/1-10/31 Supplied By:
CROP Hybrid Bermudagrass Starter 0 0 0 0 0 0 0 0
Pasture Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 0 0 0 0 0 0 01 0
EApp.
mple Date 6.5 Tons 08-26-13 Manure 222 172 1022 38 2 7 1 0
al Rating 8 lbs/ac. Low BALANCE 0 172 862 38 2 7 1 0
Field 5931 12 Req'd Nutrients 131 0 0 0 0 0 0 0
Period 3.04 2115-6/30 Supplied By:
CROP Corn,Grain Starter 01 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 20 0 0 0 0 0 0 0
RYE I Sample Date 115 bu. 10-26-12 Manure 111 60 152 14 1 3 0 0
P Removal Rating 51 Ibs/ac. Low I BALANCE 0 601 152 14 I 3 0 0
I
i
f
128767 Database Version 4.1 Date Printed: 9/28/2015 NMR Page 3 of 8

Nutrient Management Recommendations Test
YEAR 1 N P205 K20 Mg Mn Zn Cu Lime
(lbs/A) (Ibs/A) (lbs/A) (lbs/A) (lbs/A) (lbslA) (lbs/A) (tons/A)
Tract FFTeld 5931 12 Req'd Nutrients 125 0 0 0 0 0 0 0
Acres App.Period 3.04 9/1-4/30 Supplied By:
CROP Wheat,Grain Starter • 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
RYE Sample Date 60 bu. 10-26.12 Manure 125 68 171 15 1 1 3 1 0
P Removal Rating 30 Ibs/ac. Low BALANCE 0 68 171 Is 1 3 1 0
Tract Field 5931 13 Req'd Nutrients 131 0 0 0 0 0 0 0
Acres App.Period 2.36 2/15-6/30 Supplied By:
CROP Corn,Grain Starter 0 0 0 01 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 20 0 0 0 0 0 0 0
RYE I Sample Date 115 bu. 10-26-12 Manure 111 60 152 14 1 3 0 0
P Removal Rating 51 lbs/ac. Low BALANCE 0 60 152 14 1 3 0 0
Tract I Field 5931 13 Req'd Nutrients 125 0 0 0 0 0 0 0
Acres App.Period 2.36 911-4/30 Supplied By:
CROP Wheat,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 01 0 0 0 0 0 0 0
Soil Series Norfolk Residual 0 0 d 0 0 0 0 0
F
mple Date 60 bu. 10-26-12 Manure 125 68 171 l5 1 3 1 0al Rating 30 lbs/ac. Low BALANCE 0 68 171 15 1 3 1 0
Field 5931 AW12 Req'd Nutrients 131 0 0 0 0 0 0 0
pp.Period 1.50 2/15-6/30 Supplied By:
CROP Corn,Grain Starter 0 0 0 0 0 0 01 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 20 0 0 0 0 0 0 0
RYE I Sample Date 115 bu. 10-29-12 Manure 1 I 1 60 152 14 1 3 0 0
P Removal Rating 51 lbs/ac. Low BALANCE 0 60 152 14 1 3 0 0
Tract I Field 5931 AW 13 Req'd Nutrients 131 0 0 0 0 0 0 0
Acres App.Period 2.50 2/15-6/30 Supplied By:
CROP Corn,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 20 0 0 0 0 0 0 0
RYE I Sample Date 115 bu. 1 10.29.12 Manure 111 60 152 14 l 3 0 0
P Removal Rating 51 lbs/ac. ILow I BALANCE 1 0 60 152 14 1 3 0 0
128767 Database Version 4.1 Date Printed: 9/28/2015 NMR Page 4 of 8

Nutrient Management Recommendations Test
YEAR 1 N P205 K20 Mg Mn Zn Cu Lime
(lbs/A) (lbs/A) (Ibs/A) (Ibs/A) (lbs/A) (lbs/A) (lbs/A) (tons/A)
Tract Field 5931 AW13 Req'd Nutrients 125 0 0 0 0 0 0 0
Acres App.Period 2.50 9/1-4/30 Supplied By:
CROP Wheat,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 60 bu. 10-29-12 Manure 125 68 171 15 1 3 l 0
P Removal I Rating 30 lbs/ac. Low BALANCE 0 681 171 15 l 3 1 0
Tract Field 73366 10 Req'd Nutrients 131 40 110 0 10 0 0 0
Acres App.Period 3.48 2/15-6/30 Supplied By:
CROP Corn,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert, 0 0 0 01 0 0 0 0
Soil Series Norfolk Residual 20 0 0 0 0 0 01 0
RYE Sample Date 115 bu. 07-15-04 Manure 111 60 152 14 1 3 0 0
P Removal Rating 51 lbs/ac. Low BALANCE 0 20 42 14 -9 3 0 0
Tract I Field 73366 10 Req'd Nutrients 125 40 110 0 0 0 0 0
Acres App.Period 3.48 9/1-4/30 Supplied By:
CROP Wheat,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
E
mple Date 60 bu. 07-15-04 Manure 125 68 171 15 1 3 1 0
al Rating 30 lbs/ac. Low BALANCE 0 28 61 15 1 3 1 0
Field 73366 11 Req'd Nutrients 131 40 130 0 10 0 0 0
pp.Period 2.56 2115-6/30 Supplied By:
CROP Corn,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 20 0 0 0 0 0 0 0
ER,
mple Date 115 bu. 07-15-04 Manure 111 60 152 14 1 3 0 0
al Rating 51 Ibs/ac. Low BALANCE 0 20 22 14 -9 3 0 0
Field 73366 11 Req'd Nutrients 125 40 130 0 0 0 0 0
pp.Period 2.56 9/1-4/30 Supplied By:
CROP Wheat,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 60 bu. 07-15-04 Manure 125 68 171 15 I1. 3 1 0
P Removal Rating 30 ibs/ac. Low I BALANCE 0 281 41 151 1 31 1 1 0
128767 Database Version 4.1 Date Printed: 9/28/2015 NMR Page 5 of 8

Nutrient Management Recommendations Test
YEAR 1 N P2O5 K2O Mg Mn Zn Cu Lime
(lbs/A) (lbs/A) (Ibs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (tons/A)
Tract I Field 73366 AW10,11 Req'dNutrients 125 40 130 0 0 0 0 0
Acres App.Period 0.70 J 9/1-4/30 Supplied By:
CROP Wheat,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert, 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 60 bu. 07-15-04 Manure 125 68 171 15 1 3 1 0
P Removal Rating 30 Ibs/ac. Low BALANCE 0 28 41 15 1 3 11 0
Tract Field 73366 AWIO,II Req'dNutrients 13l 40 130 0 10 0 0 0
Acres App.Period 0.70 2115.6/30 Supplied By:
CROP Corn,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 20 0 0 0 0 0 01 0
RYE I Sample Date 115 bu. 07-15-04 Manure 1 l 1 60 152 14 l 3 0 0
P Removal Rating 51 lbs/ac. Low BALANCE 0 20 22 14 -9 3 0 0
NOTE: Symbol * means user entered data.
128767 Database Version 4.1 Date Printed: 9/28/2015 NMR Page 6 of 8

Nutrient Management Recommendations Test
YEAR 2 N P205 K20 Mg Mn Zn Cu Lime
(lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (tons/A)
Tract Field 5931 12 Req'd Nutrients 137 0 0 0 0 0 0 0
Acres App.Period 3.04 4/1-9115 Supplied By:
CROP Soybeans,Manured, Starter 0 0 0 0 0 0 0 0
Double Crop Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 35 bu. 10-26-12 Manure 137 75 188 17 1 3 1 0
P Removal I Rating 28 lbs/ac. Low BALANCE 0 75 188 17 1 3 1 0
Tract I Field 5931 13 Req'd Nutrients 137 0 0 0 0 0 0 0
Acres App.Period 2.36 4/1-9/15 Supplied By:
CROP Soybeans,Manured, Starter 0 0 0 0 0 01 0 0
Double Crop Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
RYE Sample Date 35 bu. 10-26-12 Manure 137 75 188 17 1 3 1 0
P Removal Rating 28 lbs/ac. Low BALANCE 0 75 188 17 1 3 1 0
Tract I Field 5931 AW12 Req'd Nutrients 137 0 0 0 0 0 0 0
Acres App.Period 1.50 4/1-9/15 Supplied By:
CROP Soybeans,Manured, Starter 0 0 0 0 0 0 0 0
Double Crop Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 0 01 0 01 0 0 01 0
RYE I Sample Date 35 bu. 10-29-12 Manure 137 75 188 17 l 3 1 0
P Removal I Rating 28 lbs/ac. Low BALANCE 0 75 188 17 1 3 1 0
Tract I Field 5931 AW l3 Req'd Nutrients 137 0 0 0 0 0 0 0
Acres App.Period 2.50 4/1-9/15 Supplied By:
CROP Soybeans,Manured, Starter 0 0 0 0 0 0 01 0
Double Crop Commercial Fert. 0 0 0 0 0 0 01 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 35 bu. 10-29-12 Manure 137 75 1881 17 1 3 1 0
P Removal IRating 28 lbs/ac. Low BALANCE 01 75 188 17 1 3 1 0
Tract I Field 73366 10 Req'd Nutrients 137 40 110 0 0 0 0 0
Acres App.Period 3.48 4/1-9/15 Supplied By:
CROP Soybeans,Manured, Starter 0 0 0 01 0 0 0 0
Double Crop Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 35 bu. 07-15-04 Manure 137 75 188 17 1 31 11 0
P Removal Rating 28 lbs/ac. Low BALANCE 0 35 78 17 1 31 1 1 0
128767 Database Version 4.1 Date Printed: 9/28/2015 NMR Page 7 of 8

Nutrient Management Recommendations Test
YEAR 2 N P205 K20 Mg Mn Zn Cu Lime
(ibs/A) (lbs/A) (lbs/A) (lbs/A) (Ibs/A) (ibs/A) (Ibs/A) (tonslA)
Tract Field 73366 11 Req'd Nutrients 137 40 130 0 0 0 0 0
Acres App.Period 2.56 4/1-9115 Supplied By:
CROP Soybeans,Manured, Starter 0 0 0 0 0 0 0 0
Double Crop Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 35 bu. 07-15-04 Manure 137 75 188 17 1 3 1 0
P Removal I Rating 28 lbs/ac. Low BALANCE 0 35 581 17 1 3 1 0
Tract Field 73366 AW 10,11 Req'd Nutrients 137 40 130 0 0 0 0 0
Acres App.Period 0.70 4/1-9/15 Supplied By:
CROP Soybeans,Manured, Starter 0 0 0 0 0 0 0 0
Double Crop Commercial Fert. 0 0 0 0 0 0 01 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 35 bu. 1 07-15-04 Manure 137 75 188 17 1 3 1 0
P Removal I Rating 28 lbslac. ILow BALANCE 0 35 58 17 1 3 1 0
NOTE: Symbol *means user entered data.
128767 Database Version 4.1 Date Printed: 9/28/2015 NMR Page 8 of 8

The Required Soil Test Values shown in the following table provide a summary of recommended actions that should be taken if soil tests indicate
excessive levels of copper or zinc. Fields that receive manure must have an annual soil analysis for these elements. High levels of zinc and copper
can adversely affect plant growth. Alternative crop sites must be used when the concentration of these metals approach excessive levels. Site life can
be estimated by dividing the amount of copper and zinc to be applied in lbs/acre by 0.036 and 0.071,respectively and multiplying the result by 0.85,
By adding this quantity to the current soil index for copper or zinc, we can predict life of the site for waste disposal.
In addition to copper and zinc indices,this table also provides a summary of lime recommendations for each crop based on the most recent soil sample.
Application of lime at recommended rates is necessary to maintain soil pH in the optimum range for crop production .
Recluired Soil Test Values
Lime Recom.
Tract I Field Crop pH (tons/acre) Cu-1 Copper Recommendation Zn-I Zinc Recommendation
5251 2 Small Grain Overseed 5.3 0.8 258 None 410 None
5251 2 Hybrid Bermudagrass Pasture 5.3 0.0 258 None 410 None
5251 9 Small Grain Overseed 6.3 0.0 72 None 47 None
5251 9 Hybrid Bermudagrass Pasture 6.3 0.0 72 None 47 None
5251 AW2-9 Small Grain Overseed 6.3 0.0 72 None 47 None
5251 AW2-9 Hybrid Bermudagrass Pasture 6.3 0.0 72 None 47 None
5251 pvt Small Grain Overseed 4.3 1_5 98 None 29 None
5251 pvt Hybrid Bermudagrass Pasture 4.3 0.0 98 None 29 None
5931 12 Corn,Grain 6.2 0.0 395 None 363 None
5931 12 Wheat,Grain 6.2 0.0 395 None 363 None
5931 12 Soybeans,Manured,Double Crop 6.2 0.0 395 None 363 None
5931 13 Corn,Grain 6.7 0.0 881 None 854 None
5931 13 Wheat,Grain 6.7 0.0 881 None 854 None
5931 13 Soybeans,Manured,Double Crop 6.7 0.0 881 None 854 None
5931 AW12 Corn,Grain 6.4 0.0 854 None 1023 None
5931 AW12 Soybeans,Manured,Double Crop 6.4 0.0 854 None 1023 None
5931 AW13 Corn,Grain 6.6 0.0 834 None 890 1 None
5931 AW13 Wheat,Grain 6.6 0.0 834 None 890 None
5931 AW13 Soybeans,Manured,Double Crop 6.6 0.0 834 None 890 None
73366 10 Corn,Grain 6.1 0.0 38 None 30 None
73366 10 Wheat,Grain 6.1 0.0 38 None 30 None
73366 10 Soybeans,Manured,Double Crop 6.1 0.0 38 None 30 None
____ ___ ---- ------------------------- -- -- -- -
--------------------------------- -----------------------------------------
128767 Database Version 4.1 Date Printed: 09-28-2015 g
STV Page 1 of 2

Re uired Soil Test Values
Lime Recom.
Tract Field Crop pH (tons/acre) Cu-1 Copper Recommendation Zn-I Zinc Recommendation
73366 11 Corn,Grain 5.9 0.0 33 None 31 None
73366 11 Wheat,Grain 5.9 0.0 33 None 31 None
73366 11 Soybeans,Manured,Double Crop 5.9 0.0 33 None 31 None
73366 AW 10,11 Corn,Grain 5.9 0.0 33 None 31 None
73366 AW 10,1 I Wheat,Grain 5.9 0.0 33 None 31 None
73366 AW 10,1 I Soybeans,Manured,Double Crop 5.9 0.0 33 None 31 None
---------------- -------------------------- -------------------- -- -------------------------- -- ------ --- -------------- ---- --
128767 Database Version 4.1 Date Printed: 09-28-2015 STV Page 2 of 2

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for e-ach source,the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be
used for sludge application. If this is not possible,care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
Ib/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge- Standard
Corn 120 bu 150 14.69 49.43 98.85 148.28
Hay 6 ton R.Y.E. 300 29.38 24.71 49.43 74.14
Soybean 40 bu 160 15.67 46.34 92.67 139.01
i
128767 Database Version 4.1 Date Printed: 09-28-2015 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Capacityvailgbie Waste Storage
Source Name Swine Feeder-Finish Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 74
1 2 74
1 3 105
1 4 122
1 5 138
1 6 155
1 7 158
1 8 161
1 9 180
1 10 180
1 11 172
1 12 163
2 1 155
2 2 150
2 3 176
2 4 180
2 5 180
2 6 180
2 7 180
2 8 180
2 9 180
2 10 180
2 11 158
2 12 135
*Available Storage Capacity is calculated as of the end of each month.
I
___ ---- -- ----- ---------------------- --
128767 Database Version 4.1 Date Printed; 09-28-2015 Capacity Page 1 of 1

Required Specifications For Animal Waste Manazement
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 that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
j ------------ -- ----- --------
128767 Database Version 4.1 Date Printed: 9/28/2015 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
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 canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
--
-------- --------- ----- -- ----- ---- ----- ---- - -
---------------
128767 Database Version 4.1 Date Printed: 9/28/2015 Specification Page 2

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 the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
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 pre-plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
------------ -------- ----- -------
128767 Database Version 4.1 Date Printed: 9/28/2015 Specification Page 3

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 nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. 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 and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
i
i
..---._._. ._. ........ .... .. ---------------
.............. --._......_.................... ......_ _
--
128767 Database Version 4.1 Date Printed: 9/28/2015 Specification Page 4

Crop Notes
The following crop note applies to field(s): 10, 11, 12, 13,AW 10,11, AW 12, AW 13
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10%when
planting no-till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 2, 9, AW2-9, pvt
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February-March.
---------------------------------------------------------------------------------------------------------------------------------------------------------------
128767 Database Version 4.1 Date Printed: 09-28-2015 Crop Note Page I of 3
I

The following crop note applies to field(s): 2, 9, AW2-9, pvt
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced I' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 10, 11, 12, 13,AW 10,11, AW 12, AW 13
Wheat: Coastal Plain, Mineral Soil, medium leachable
In the Coastal Plain, wheat should be planted from,October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no-till.Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining
N should be applied during the months of February-March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
------ --------
128767 Database Version 4.1 Date Printed: 09-28-2015 Crop Note Page 2 of 3

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 50 . 1 as marked by permanent marker. Stop pump-out when
the fluid level reaches elevation 48. 0 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 170069 cubic feet or 1272113 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
1
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.

Benchmark Buildings and Irrigation Contact Information
165 S Kenansville Bypass Joshua Stalls 252-217-2610 joshstalls u;,bbandi.com
Kenansville,NC 28349
BENCHM, RK vaLMy
BUILDINGS & IRRIGATION,
Eugene Whaled •� r ti.
184.8 1 7K-8K Span
184.8 1 7K-8K Span
-
823 1 7K-8K Overhang
110 1 SR100 EndGun ",'
Total Machine Length : 452.9 ft "
Total Irrigated Area : 21.9 as �.
ft
VAUAY
1
0 60 120 130 2-10 300
The Leader in Precision Irrigation Data Zoom 1 6-6

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Version—November 26,2018
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
D D 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.
a Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
QRendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
a A composting system approved and permitted by the NC Department of Agriculture &Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
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).
Q a Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
aMass 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.
Z1 VACITCA�1_ Zoz4
nature of Farm Owner/Manager Date
3-A -2-4)ZL/
Signature of Technical Specialist Date

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids ( Flush system is designed and operated
sufficiently to remove accumulated
soUds from gutters as designed.
(44emove bridging of accumulated solids at
disc(aarge
Lagoons and Pits Crusted Solids ( aaiaintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30 of surface.
Excessive Vegetative Decaying vegetation ( aintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage ( } Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
( } Clean up spillage on a routine basis(e.g. 7-10 day
r interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed residues ( ) Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
(} Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
4
An'.mal Holding Areas Accumulations of animal wastes (} Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e.inspect for and remove or break up accumulated
solids as needed).
AMIC--November 11, 1996

{ Dry Manure Handling Accumulations of animal wastes ( ) Remove spillage on a routine basis (e.g.7-10 day
Systems interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
( ) Provide for adequate drainage around manure stockpiles.
( ) Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked (`pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
i certify the aforementioned insect control Best Management Practices have been reviewed with me.
(Landowner Signa ref
_t/a 6-10, WhA It 4 al'_rh
(Farm Name)
(Facility Number)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27695-7613.
AMIC--November 11, 1996

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGEMNET SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [phone]
COOPERATIVE EXTERSION SERVICE (CES) [phone]
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1 . Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of d8m.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
f
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewallof lagoon. Often this is seepage as opposed
to flowing leaks-possible action:
a. Dig a small sump or ditch from the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
1

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
MRCS office for advice/technical assistance phone number - -.
4. if none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off-
site damage.
a. Contractors Name: Q VUes-�-oh
b. Contractors Address: 1.b13 hyc, 4,,,,,, L+t N I , No ZZ21t.
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: USDA — 1V RGS
b. Phone: q 10 -, - 6 o
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

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 providea
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 Manua!

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

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

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

Practice water conservation---minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Management:
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level should never be closer than 1 foot to the lowest
point of the darn or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

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

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

Swine Farm Waste Management—Odor Control Checklist Permit No.:
Date: 3"z r - Z.`{
INSTRUCTIONS FOR USE Owner Signature:
♦ Odor Control Checklist is required by General Statute 143-215.10C(e)(1)
♦ Check any/all the BMPs you will implement on this facility. items checked/selected become a requirement of the CAWMP.
♦ Items in bold or pre-selected are required.
♦ Add any site-specific details related to the selected BMPs
♦ Include any other odor control measures not listed
♦ NOTE: Not all BMPs maybe cost-effective for every facility. Evaluate each BMP prior to selecting for your facility.
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
FARMSTEAD
♦ Swine Production ❑ Maintain vegetative or wooded buffers at or +Traps dust and gases, provides dilution
near property boundary and visual screening
+ May require third party input/approval
♦ Improper drainage ® Grade and landscape so water drains away +Reduce odors and vectors that occur
from facilities and prevent ponding with stagnant conditions
® Maintain farm access roads and prevent traffic + Prevents spillage during transport and
in waste application area tracking of waste onto public roads
❑ Other BMPs—please describe
MORTALITY MANAGEMENT
♦ Carcass ® Dispose of mortality using method approved +Required by statute and permit
Decomposition by NCDA&CS State Veterinarian. Manage + May require third party input/approval
According to CAWMP(Mortality Management
Checklist)and permit(s).
of Put carcasses in refrigerated (or freezer)dead
boxes within 24 hours for short-term mortality
storage.
♦ incomplete Incineration ❑ Use incinerators with secondary burners for + Reduce odors by complete incineration
complete combustion.
❑ Other BMPs—please describe
Swine AMOC Page 1 of 6 APPROVED—7/25/2019

Swine Farm Waste Management--Odor Control Checklist Permit No.:
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN—WASTE HANDLING
♦ Flush tanks ❑ install flush tank covers • Pit-flush systems
♦ Odorous Gases ❑ Flush pits at least 4 times per day a Pit-flush systems
♦ Partial microbial 0 Empty pits at least once every 7 days • Pit-recharge or"pull-plug"systems
decomposition ❑ Underfloor flush with pit ventilation
• Agitation of wastes ❑ Install/extend fill lines to near bottom of
tanks with anti-siphon vents
Install covers on outside waste collection or
junction box
❑ Install sump tank covers for lift stations
• Ammonia ❑ Flush/recharge with treated effluent
❑ Treat waste in pits with proven biological or •Monitor for any solids accumulation in pit
chemical additive
❑ Other BMPs—please describe
HOUSE/BARN—FLOOR AND INDOOR SURFACES
♦ Manure covered floors ❑ Scrape manure from alleys into pens daily •Will move with other manure via pits
JK Install fully slotted floor system
❑ Install waterers over slotted floor area
❑ Install feeders at high end of solid floors •Where applicable
♦ Odorous Gases ❑ Scrape manure buildup from floors and walls •Aids in animal cleanliness
❑ Keep floors dry •Aids in animal cleanliness
❑ Install underfloor ventilation for drying
❑ Replace bedding/scrape at frequency to •Solid floor/bedding systems
keep bedding dry
❑ Other BMPs—please describe
Swine AMOC Page 2 of 6 APPROVED—7/25/2019

Swine Farm Waste Management--Odor Control Checklist Permit No.:
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN—VENTILATION
♦ Dust X Clean fans regularly—specify frequency
♦ Volatile/odorous gases ❑ Efficient air movement
29 Install temperature and humidity sensors to
control ventilation
❑ Treat barn exhaust a Examples:biofilters,wet scrubbing, windbreaks
• May reduce ventilation rate depending on method
❑ Other BMPs—please describe
HOUSE/BARN—FEED
♦ Dust ❑ Install feed covers
♦ Adsorbed Gases ® Keep outdoor feed storage covered except •Required by rule 1SA NCAC 02D.1902
When necessary to add/remove feed
❑ Minimize free-fall height of dry feed
❑ Install feed delivery downspout extenders
to the feed covers
❑ Remove spoiled/unusable feed on regular basis
❑ Feed pellets instead of dry meal •May require third party input/approval
❑ Use feed additives • May require third party input/approval
♦ Ammonia ❑ Use feed-reduced crude protein diet •May require third party input/approval
❑ Other BMPs—please describe
HOUSE/BARN—GENERAL
♦ Dust gf Install temperature and humidity sensors a Maintain relative humidity at 40 to 6S%
♦ Odorous Gases to control ventilation
❑ Use ultraviolet light to treat indoor air
❑ Use indoor or outdoor electrostatic space •Can be used to treat exhaust air
charge system
❑ Other BMPs—please describe
Swine AMOC Page 3 of 6 APPROVED—7/25/2019

Swine Farm Waste Management—Odor Control Checklist Permit No.:
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAGOON/WASTE STORAGE STRUCTURE
♦ Volatile Gases ® Maintain proper lagoon volume •Sufficient liquid volume/depth is required
for proper anaerobic treatment
�[ Minimize free-fall height of waste from
discharge pipe to lagoon surface
❑ Extend discharge point of pipe to below lagoon • Use caution not to scour or damage lagoon liner
liquid level
® Maintain proper surface area-to-volume ratio
❑ Use correct lagoon start-up procedures
❑ Aerate for odor control
® Manage sludge levels based on annual sludge
survey as required by permit
® Keep spilled feed or foreign debris out of lagoon
to prevent excess sludge accumulation
❑ Install/use solids separation system
❑ Use proven biological or chemical additives • Monitor for any increase in rate of solids accumulation
❑ Use permeable lagoon covers(not a digester)
❑ Use impermeable lagoon cover or • Methane can be flared if not utilized
anaerobic digester
❑ Other BMPs—please describe
LAND APPLICATION
♦ Odorous gases ® Perform land application In accordance with
CAW M P
♦ Wind drift ® Pump intake near lagoon surface •Required by rule 15A NCAC 02D.1802
❑ Pump from second stage lagoon
Follow good neighbor policy .Avoid application on known weekends,
special days,or holidays/eves if possible
Operate at minimum recommended pressure
® Increase setbacks beyond those required by
statute,rule,or permit
Swine AMOC Page 4 of 6 APPROVED—7/25/2019

Swine Farm Waste Management—Odor Control Checklist Permit No.:
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAND APPLICATION(CONTINUED)
Apply during favorable wind conditions, • Recommend checking predicted average hourly
(especially for traveling guns or impact wind speed within 24 hours prior to
sprinklers) anticipated start
® When practical,apply waste on sunny days •Allows for vertical dissipation of odor
rather than cool,overcast days
C9 When possible,apply waste mid-morning to •Allows for better vertical dissipation of odor
late-afternoon
® For traveling guns,use taper-ring or taper-bore • Less odor and drift than ring nozzles
nozzles
❑ For traveling guns,use largest-available nozzle
that provides acceptable application uniformity
Replace impact sprinklers with law-drift nozzles
on center pivots and linear move systems.
❑ Use hose-drag system
❑ Use injection method for waste application
❑ Other BMPs—please describe
SLUDGE DISPOSAL
♦ Odorous gases ❑ Transport sludge in covered vehicles or tankers
❑ Apply in thin, uniform layers *Speeds drying and prevents ponding
❑ Incorporate land-applied sludge as soon as •Required within 48 hours or prior to next rain event,
practical after application,and in accordance whichever is first,for conventionally tilled
with permit. bare soils
❑ Use injection method for sludge application
❑ Dewater sludge prior to application
❑ Use alternatives to land application,such as
compost,gasification,energy generation,etc.
❑ Other BMPs—please describe
Swine AMOC Page 5 of 6 APPROVED—7/25/2019

ADDITIONAL INFORMATION AVAILABLE FROM:
Air Management Practices Assessment Tool(AMPAT) www.extension.lastate.edu/ampat/
AHG-538-A Certification Training for Animal Waste Management Systems:Type A NC Division of Water Resources
EBAE 103-83—Lagoon Design and Management for Livestock Manure Treatment and Storage www.bae.ncsu.edu
EBAE 128-89—Swine Production Facility Manure Management:Pit Recharge-lagoon Treatment www.bae.ncsu.edu
EBAE 129-88—Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment www.bae.ncsu.edu
EBAE Fact Sheet—Calibration of Manure and Wastewater Application Equipment www.bae.ncsu.edu
EBAE Fact Sheet—Swine Production Farm Potential Odor Sources and Remedies www.bae.ncsu.edu
NC NRCS Standard 359—Waste Treatment Lagoon www.nres.udsa.gov
NC NRCS Standard 380—Windbreak/Shelterbelt Establishment www.nres.udsa.gov
NC MRCS Standard 422—Hedgerow Planting www.nres.udsa.gov
NC NRCS Standard 442—Sprinkler System www.nres.udsa.gov
Nuisance Concerns in Animal Manure Management:Odors and Flies; PRO107 1995 Conference Proceedings Florida Cooperative Extension Service
Options for Managing Odor:A Report from the Swine Odor Task Force NC State University
Swine AMOC Page 6 of 6 APPROVED—7/25/2019