310096_Application_20240401

T
State of North Carolina
Department of Environmental QualitN
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 roust be signed and dated by the Perntittee.
1. Certificate Of Coverage Number: AWS310096
2. Facility Name: Goshen Swine
3. Permittee's Name(same as on the Waste Management Plan): Al and A Phillips LLC
4, Pennittee's Mailing Address: 517 Abner Phillips Rd
City: Warsaw State: NC Zip: 28398-8534
Telephone Number: 910-271-2290Ext. E-mail: ahphillipsl957(iygmail_com
5. Facility's Physical Address: 253 Kelly Rd
City: Mount Olive State: NC Zip: 28365
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner): Marshall li Phillips
g, Farm Manager's telephone number(include area code): 910-290-011 l Ext.
9. Integnatot's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(01C): Marshall 11. Phillips Phone No.: 910-290-01 It_ OIC kt: 28714
1 l. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Wean to Finish 9,589
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens I lorses-I-lorses
Wean to Feeder Dairy Heifer Laving Chickens Iforses-Other
Farrow to Finish Milk Copy 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 Von 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 Fstimated Liner Type Estimated Design Freeboard
Structure (Lagoon%Digester..' Date (Clay.Synthetic. Capacity Surface Area 'Redline"
Name WSP) Built llnknown) (Cubic Feet) (Square Feet) (inches)
1 Lagoon I0/22/1993 Full,clay 904,t56.00 110,617,50 19.50
2 Lagoon 1/112005 Full,clay 885,489.00 104,550.00 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.]©C(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:
l. The most recent Waste Utilization Plan(WUP),signed bar 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)
j 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 MRCS Standard specifications
✓2. A site map/schematic
f 3. Emergency Action Plan
4_ Insect Control Checklist with chosen best management practices noted
Nb5-t%6 5. Odor Control Checklist with chosen best management practices noted
V). Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
LI-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 detenninations,or hazard classifications that may be
applicable to your facility.
Wr'10peration and Maintenance Plan
If your CAWMP includes any components not shown on this list,please include the additional components with your submittal.
(e.g.composting,digesters,solids separators,sludge drying system,waste transfers,etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. i understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to S25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a tine of not more than $10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is A corporation,signature should be by a principal executive officer of the corporation):
Name(Print �tl� j C�L k fle tle: C ^D� 'W1
Signs InCS Date: / 12-
C-
Name(Print): Title:
Signature: Date:
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: anintal.operations a deq.ne.gov
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636

Swine Farm Waste Management — Odor Control Checklist Permit No.: 7 /1
ate: /ZZ
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 may be 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 �aintain 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 7mrraointain
�/ de and landscape so water drains away • Reduce odors and vectors that occur
m facilities and prevent ponding with stagnant conditions
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).
❑ 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 • Pit-flush systems
♦ Partial microbial ❑ 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
❑ 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
4

Swine Farm Waste Management—Odor Control Checklist Permit No.:
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN—VENTILATION
♦ Dust �an fans regularly—specify frequency
♦ Volatile/odorous gases Efficient air movement
stall temperature and humidity sensors to
control ventilation
❑ Treat barn exhaust • 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 15A NCAC 02D .1$02
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 a May require third party input/approval
❑ Use feed additives + May require third party input/approval
♦ Ammonia ❑ Use feed-reduced crude protein diet a May require third party input/approval
❑ Other BMPs—please describe
HORSE/BARN—GENERAL
♦ Dust M Install temperature and humidity sensors • Maintain relative humidity at 40 to 65%
♦ 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
CAWMP
♦ 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)
pply 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
❑ When possible,apply waste mid-morning to • Allows for better vertical dissipation of odor
e-afternoon
or 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 low-drift nozzles
on center pivots and linear move systems.
U31/use hose-drag system
❑ Use injection method for waste application
❑ Other BMPs—please describe
SLUDGE DISPOSAL
♦ Odorous gases �ansportRp sludge in covered vehicles or tankers
iply in thin, uniform layers •Speeds drying and prevents ponding
ncorporate 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
] L, e injection method for sludge application
93 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 128-88—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 NRCS 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

ROY COOPER ( ' ' "
Governor
ELIZABETH S.BISER a$
Secretary "'
RICHARD E.ROGERS,JR. NORTH CAROLINA
Director Environmental Quality
February 12,2024
M and A Phillips LLC
Goshen Swine
517 Abner Phillips Rd
Warsaw,NC 28398-8524
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 Pennits,
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 eater 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. ov
phone:[phone]
Please note that you must include one (1) copy' of the Certified Animal Waste Management Plan (CANVMP) 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 Pen-nits are available at
www.deg.ne.govianimalpermits2024.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-Dischar*e
General Pennit
'4art4G�rali�eDepprtmentafEuviroutneutolQuality Division ofWm ter Resources
t � :1.tarth5alishanStreet 1436-Mail krvietCtuter Ratei=h urthCarntis►a2'499-14J4
f 919'47919

r. f
NUTRIENT UTILIZATION PLAN
Grower(s): M & .A ':�hillies 'w+
Farm Name: osan a v r a 3 '
County: .apiir _;r:t
Permit Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
9589 Wean to Finish
Feederto Finish
Gilts
Boars
Storage Structure: -\.,�_� ,r� `r '_-a•u_:oo:
Storage Period: > 3Q 7-�'is
Application Method: rriga:ion
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing yourwaste utilization plan in orderto maximize
the fertilizervalue of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates,leaching potentials,
cation exchange capacities,and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste maybe applied to land eroding at S or more tons per acre annually,but
less than 10 tons per acre per year providing that adequate filterstrips are established.
4. Do not apply waste on saturated soils,when it is raining,or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DW R regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution,the waste should be applied to a growing crop or applied not more than
30 days priorto planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 11

This plan is based on the waste application method shown above. If you choose to change
methods in the future,you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
forthis type of facility. In some cases you may want to have plant analysis made,which could
allow additional waste to be applied. Provisions shall be made forthe area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan,if carried out,meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean 3203 gal/yr gal/yr
Farrow to Feeder 3861 gal/yr gal/yr
Farrow to Finish 10478 gal/yr gallyr
Wean to Feeder 191 gallyr gallyr
9589 Wean to Finish 776 gallyr 7,441,064 gallyr
Feeder to Finish 927 gallyr gal/yr
Gilts 1015 gallyr gal/yr
Boars 2959 gallyr all r
Tota 1 7,441,064 a I/ r
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean 3.84 Ibs/yr Ibs/yr
Farrow to Feeder 6.95 Ibs/yr Ibs/yr
Farrow to Finish 18,86 Ibs/yr Ibs/yr
Wean to Feeder 0.34 Ibs/yr Ibs/yr
9589 Wean to Finish 1.4 Ibs/yr 13,425 Ibs/yr
Feeder to Finish 1.67 Ibs/yr ibs/yr
Gifts 1.83 Ibs/yr Ibs/yr
Boars 5.33 Ibs/ r Ibsl r
Total 13,425 Ibs/ r
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 68.1
Total N Required 1st Year: 17077.75
Total N Required 2nd Year: 0.00
Average Annual Nitrogen Requirement of Crops: 17,077.75
Total Nitrogen Produced by Farm: 13,424.60
Nitrogen Balance for Crops: (3,653.15)
The following table describes the specifications of the hydrants and fields that conta in the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics,and uptake rate foreach crop in the specified crop rotation schedule forthis
facility.
2of11

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N(Ac Lbs N Total Ibs N 12nd Crop Time to 2nd Crop 2nd Crop Lbs NIAc Lbs N Total tbs N Total Total lbs N
Acreage T e Code Apply Yield Ibs NlUnit Residual /Ac Utilized Code Apply Yield lbs NlUnit Residual JAc Utilized Lbs NIAc Utilized
l: ran[til neiy ni.ai-:;,l;i c1 269.5 5363.05 Y� „vr; 50 995 319.5 6358.05
I,:. n.al ir,r Y3tu 1 ca J 11 220.8 264.96 Yk=„vk-� Whi, l tl 50 60 270.8 324,96
`oh u:i-.li;liti,v ivi'i- ;,;I,i 269.5 188.65 iyr.-uvei iW1Alui I 3h 50 35 319.5 223.65
:;uyi tiara rvla,i :5,.-q i of 269.5 1266.65 Iyc OVLII ':[-Iv1Ui i bti 50 235 319.5 1501.65
'iili ::i,t i� fi.,_�; ei:r :.;.•Ii I;. i 158.4 6589.44 n/c i-Nlai -i '.?r: 0 50 2080 208.4 8669.44
Totals: 68.1 13672-75 3405 17077.75
3(a)of 11

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K maybe over applied while meeting the N requirements.
In the future,regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields(i.e. small grain,etc,interseeded in bermuda),forage must be removed
through grazing,hay,and/or silage. Where grazing,plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain,etc,is to be removed for hay or silage,care
should be exercised not to let small grain reach maturity,especially late in the season(i.e.
April or May). Shading may result if small grain gets too high and this will definitely interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Ratherthan cutting small grain for hay or silage just before heading as is
the normal situation,you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season,depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain,etc,is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
a bout two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop Description-Harvested As
A Barley Grain Crop
B Grazed Hybrid Bermudagrass Pasture/Grazed
C Hybrid Bermudagrass Hay Hay
B/C Comb. hybrid Bermudagrass Graze/Hay Combination
D Corn-Grain Grain Crop
E Corn-Silage Silage
F Cotton Cotton Lint
G Grazed Fescue Pasture/Grazed
H Fescue Hay Hay
I Oats Grain Crop
J Rye Grain Crop
K Grazed Overseed Pasture/Grazed(Seeded in Bermuda
L Overseed Hay Hay(Seeded in Bermudagrass)
M Grain Sorghum Grain Crop
N Wheat Grain Crop
O Soybean Grain Crop
P Pine Trees Pine Trees
S Small Grain Grain Crop/Hay (After Grain Crop)
CC Cover Crop Not Harvested; Burned/Disked In
SWG Swithgrass Biomass Crop
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers,filter strips along ditches,odd areas unable to be irrigated,and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may,and most likely will be,more than the acres shown in the tables.
See attached map showing the fields to be used forthe utilization of animal waste.
4of11

Call your technical specialist afteryou receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5 of 11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PAN/ r/animal Farm Total/ r
Farrow to Wean 0.8
Farrow to Feeder 0.96
Farrow to Finish 3.9
Wean to Feeder 0.07
9589 Wean to Finish 0.27 2589.03
Feeder to Finish 0.34
Gilts 0.39
Boars 0.55
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 2589.03 pounds of plant available nitrogen per year and will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years,you will have approximately 12945.15 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland atthe
rate of 300 pounds of nitrogen per acre,you will need 43 acreas of land. If you apply the sludge
to com at a rate of 125 pounds per acre,you will need 103.5612 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content priorto application
Actual utilization rates will vary with soil type,crop,and realistic yield expectations forthe specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content,soil
structure,soil texture,water droplet size,and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application forthis plan,it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
*This is the maximum application amount allowed forthe soil assuming the amount
of nitrogen allowed for the crop is not over applied. in many situations,the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for>180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
5of11

Application Rate Guide
The following is provided as a guide for establ is hing application rates and amounts.
Soil Application Rate Application Amount
Tract Hydrant Type Crop inlhr * inches
G.S. Pivot 1 AuB coastal hay 0.6 1
G.S. 1 MCC coastal hay 0.65 1
G.S. 2 AuB coastal hay 0.6 1
G.S. 3 AuB coastal hay 0.6 1
G.S. 4 BnB --oastal graze 0.75 1
6 of 11

Additional Comments:
Plan change to update the addition of a pivot.
Wetted acreage based on design by Kevin Weston (attached), 3/15/22.
7of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Goshen Swine 31-96
Owner: M &A Phillips, LLC
Manager:
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system,or construction of new facilities,will require a
new nutrient management plan and anew certification to be submitted to DWR before the new
animals are stocked.
I/we understand that I must own or have access to equipment,primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available atthe appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hourstorm. I also certify that the waste will be applied on the land
according to this plan atthe appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWR upon request.
Name of Facility Owner: M &A Philli ps, LLC
Signature:
-
Date
Name of Manager (if different from owner):
Signature:
Date
Name of Technical Specialist: Amanda Hatcher TS# 4001060
Affiliation: NC State Extension - Duplin County Center
Address: PO Box 949
165 Agriculture Dove, Kenansville, INC 28349
Telephone: [phone]
Signature: �„ f
3/18/22
Date
8of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1 Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste which reaches
surface water is prohibited.
2 There must be documentation n 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 Utilization Plan when there is a change in the
operation, increase in the number of animals, method of application,
recieving crop type, oravailable 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
nrrtriPnN
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 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).
7 Liquid vtieste 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 orderto control odorand flies.
8 Animal waste shall not be applied to saturated soils, during rainfall
events, orwhen the surface is frozen.
9of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 than 25feet to perennial waters.
12 Animal waste shall not be applied closer than 100 feetto wells.
13 Animal waste shall not be a pplied closer than 200 feet of dwellings otherthan
those owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public
right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by discharge or by over-spraying. Animal waste may be 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 waterwaysthat discharge directly into watercourses,and on other
grassed waterways,waste shall be applied atagronomic rates in a mannerthat
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.
10of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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
rlicrha rap
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 ma rk the top and bottom elevations
of the temporary storage (pumping volume) of all waste treatment lagoons.
Pumping shall be managed to maintain the liquid level between the markers.
A marker will be required to mark the maximum storage volume for waste
storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at
least annually at crop sites where waste products are applied. Nitrogen shall
be the rate-determining nutrient, unless other restrictions require wasteto be
a pplied based on othe r n utrients, res ulti ng in a lowe r a ppl icati on rate than a
nitrogen based rate. Zinc and copper levels in the soil shall be monitored and
alternative crop sites shall be used when these metals approach excessive
levels. pHshall 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
vpam Waatp annliratinn rprord, fnr all nthpr wa�tp shall ha maintainpri fnr a
23 Dead animals will be disposed of in a manner that meets North Carolina
regulations.
11 of 11

Fhen Swine310096
Application Fields
Field 1 1.20 Ac.
well
w/100'
7 Offset
Pivot i 19.90 At;.
CDField 4 = 41.60 Ac.
Lagoon Lagoon
d 17-71
17-1
d
Field 3 = 4.70 Ac. Field 2 — 0.70 Ac.
Vk
+�1 V
GRAPHIC SCALE lk ~'
500 0 250 500 1000 +'
fi9lG1y� ,�
( IN FEET ) This map Is a combination of two surveys to show total oppilcation areas,
1 inch = 500 ft. Prot field surveyed by Jim Blanchard Associates, P.C, (See attached mop)
Aerway field 4 surveyed by Johnny Williams. Surveyor (See attached map) .712022

'p,it,
!,It I.j 'I
[Ei D '1.2 Ac.i-
FIELD
+
..........
Ac.
WI-I I-F.D A R EA
"N�
s
r
IL
PTVDT,­z T
LOW.
T P/s
uc -L- T v 13 T -E J11,
Lj
FIELD
A-Y
1".t_'v
KELL f ROAL)
N
AM NC�ARD
sswm TES 5UHW DAIL; 20.10
p MAP Ult. JAW. I.. SPRAY FIE-.LID-.LIDLAYOM
-
.A I K)N 8AN tCALE Pl.t. tiuncy FCA
ioul dw J011,
oulot oueum M and A PHILLIPS, LLC

D). Application and Handling Eguipment
Check the appropriate box
o Existina or ex andina facility with existing waste application equipment(WUP or I)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the
waste management plan: (existing application equipment can cover the area required by the plan at rates not to
exceed either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan).
X New,expanded.or existing facility without existing waste application coguipment for sl2ray inivation. (t)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates: a schedule for tiniulg of
applications has been established. required buffers can be maintained; calibration and adjustment guidance are
contained as part of the ptanl. Goshen Swine,AN'S310096—PivotAdd't.
o New, expanded, or existing facility without existing waste application.equipment for land spreading not using
spray irrigation. (WUP or 1)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates: a schedule for timing of
applications has been established: required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
Name of Technical Specialist (Please Print): M. Kevin Weston
Affiliation Mu h -Brown LLC dba Smithfield Hog Prod, Date Work Completed: 03/15/22
Address (Agency): P.O. Box 856 Warsaw, NC 28398 Phone No.: [phone]
Signature: ,�, � _ Date:_31/,;`x-,az_
E) Odor Control Insect Control Mortality Mang ernent and Emergence Action Plan (SD,
SI,WUP, RC or I)
The waste management plan for this facility includes a Waste Management Odor Control Checklist.an Insect Control
Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and insects
have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best
Management Practices to Control Insects have been selected and included in the waste management plan. Both the
Mortality Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Naive of Technical Specialist(Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.,
Signature: Date:
F) Written Notice of New or Expanding Swine Farm
The following signature block is only to be used for new or expanding swine farms that begin construction after,tune
21, 1996. U the facility was built before June 21, 1996,when was it constructed or last expanded
I (we)certify that f(we)have attempted to contact by certified mail all adjoining property owners and all property owners
whip own property located across a public road.street,or highway from this new or expanding swine Farm. The notice was in
compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners notified are
attached.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date:
ANVC-September 18, 2006 3

EMERGENCY ACTION PLAN i
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) -�A
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SSERVICE (MRCS) -----��
COOPERATIVE EXTENSION SERVICE (CE )
- at ottr operation are leaking,
This plan will be implemented in the ho Id not wait tuntilrwast s reach surface waters r
overflowing or running off site. You make every
leave your property to consider that you have a ho be P sted n an accessible location
ensure that this does not happen. .This plan s You
should take.
for all employees at the facility. The following are some action items y
ssible. Suggested
1. Stop the release of wastes. Depending on the situation,this may or may not be po
responses to some possible problems are„listed_below.
A. Lagoon overflow-possible solutions are:
a) Add soil to berm to increase elevation of dam
b) Pump wastes to fields at an acceptable rate.
q) Stop all now to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
g. Runoff from waste application field-actions include:
a) immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the r
e) Evaluate the applications for the f eads where unoff .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, or solid separators.
d) Stop all flow in the house,flush systems,
as opposed to flowing leaks-
E. Leakage from base or sidewall of lagoon. often this is seepageput in a submersible
possible action:
a) Dig a small sump or ditch from the embankment to catch a seepage,
pump,and pump back to lagoon.
b) If holes are caused by burrowing animals,trap or remove animals and fill holes an
compact with a clay type soil.
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
8

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste�reach surface waters?
i
b. Approximately[low much was released and for what duration? rt damage?
o
c. Any damage notes,such as employee injury,fish kills, or p p Y
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.
During normal business hours call your DWQ regi°na
should)include: your namee, facility
r hours,
a. 9 hone call
emergency number: [phone]. Your p
number, telephone number, the detaaiiectionhof thedmoveme tent from tomthe
spill, weather and
location of the facility, the location o
wind conditions. The corrective measures -that have been under .taken, and the
seriousness of the situation. hone number.
b. If the spill.leaves property or enters surface waters, call local EMS p
c. instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice!technical assistance phone number..
none of the above works call 911 or the Sheriff's Department and explain your problem to
4. If.no for y
them and ask the person to contact the proper-agencies
o minimize offsite damage.
5. Contact the contractor of your choice to begin repair or problem t
a. Contractors Address: P O Boxr85 W aw NC 28398
b. Contractors
c . Contractors Phone:.. {910)293-3434
6.
Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, Etc.)
a. Name: Kraig Westerbeek
b. Phone: {9101 293-5330
7 implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
9
._ __ .....0 ... . .. .. ......., .. ,.. .adASL'��ltl�$5`l.'?9ak7ric's..t^xR4:+'•xls::l[X:P. a u':..-. .

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Speci P actices
Source Cause V BMP's to Minimize Odor
(Liquid Systems)
✓ Flush system is designed and operated
Flush Gutters Accumulation of solids { )sufficiently to remove accumulated
solids from gutters as designed.
( ) Remove bridging of accumulated solids at
discharge
✓ Maintain lagoons,settling basins and
Lagoons and Pits Crusted Solids. ( )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.
✓Maintain etative control along banks of
Excessive Decaying vegetation { )lagoons veg and other impoundment's to prevent
Vegetative Growth accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter_
(Dry Systems)-
() Design,operate and maintain feed systems(e.g..
Feed Spillage
Feeders bunkers and troughs)to minimize the accumulation -
of decaying wastage.
() Clean up spillage on a routine basis(e.g.7-10 day
interval during summer;i5-30 day interval during winter).
Reduce moisture accumulation within and around
Feed Storage Accumulation of feed () immediate perimeter of feed storage areas by
residues insuring drainage away from site andfor 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.
Eliminate low area that trap moisture along fences
Animal Holding . Accumulation of animal () and other locations where waste accumulates and
Areas wastes and feed wastage
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).
MIC—November 11,1996
10
,_. _ ..--tea•..h::K...�,. �.: .r. ._

Dry Manure Nandting Accumulations of animal O Remove spillage on a routine basis(e.g.7 10 day
wastes interval during summer;15-30 days interval during
was
systems winter)where manure is loaded for land application
or disposal.
()Provide for adequate drainage around manure stockpiles
ins()in filtertstnps nd remove or break up around stockpiles and manurelated handl handling
wastes
areas as needed.
The issues checked O pertain to this operation. The landowner 1 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.
b
(Landowner Si nature)
For more information contact three Soopeerativ hENxtension C 27695-Service, Department of Entomology, Box
7613, North Carolina State Unl ty<
Ralei ,AMIC--November 11, 1996
it

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
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7..
aComplete incineration according to 02 NCAC 52C .0102.
a 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.
a In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
3 Z9 , t'f
Signatur of Farm Owner/Manager Date .
(� N 3 -ao — 1°I
ign ture f Technical Specialist Date

OPERATION & MAINTENANCE PLAN
it is especially important to manage j
Proper lagoon managementllrob ems dur ng extenould be: a year-round ded orainy and wet per ods
i
levels so that you do not have p cropis
um storage capacity should be available in the lagoon forpeeextended when
spells such s a
Maxim growth in the
dormant{such as wintertime for bermudagrass}or when there
thunderstorm season in the summeaccording�t aefarmans that
aste the
management plan should be done
later-winter / early spring. irrigation ace available in
whenever the land in dry enough to receive lagoon liquid. This will early fall the lagoon shouldld be pumped down
the lagoon for future we periods. to the late effort should be made to
to the low marker {see Figure 2-1) to allow for winker storage. . Every
maintain the lagoon close to the minimum liquid level as long as.the weather and waste utilization
plan will allow it. ng to irrigated
Waiting until the lagoon has reached its maxim extended wet periods,ur-n storage capacity efOverflowore i from the lagoon for
not leave room for storing excess water duringpenalty action.
any reason except a 25-year;24-hour storm is a violation of state law and subject top Y
The routine maintenance of a lagoon involves the following escue or common bermudagrass
Maintenance of a vegetative cover for the dam. getal on should be fertilized each
are the most common vegetative covers. The veg lied
unt
year, if. needed, to maintain
testVbutgorrn the event that'it.us stand.: The snot-practicalzta obtain a
should be based on a.so
' soils.test each year, the-lagoon embankment and surrounding. areas should be
fertilized with 800 pounds per acre of 10-30-10, or equivalent..,.,
be done by
Brush and trees on the embankment must be controlled.iiii of he�se practices. trier
mowing, spraying, grazing, chopping,
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
1f ve elation is controlled by spraying,the herbicide must not be allowed to enter the lagoon
NOTE. g
the bacteria in the lagoon that are treating the waste-
water. Such chemicals could harm
of the lagoon
Maintenance inspections of the entire lagoons d stodm e E event
items to be checke initial ed should include
and at least monthly and after major rainfall
as a minimum,the following:
Recycling Pipes,and overflow Pipes --1oatC for:
Waste Inlet Pipes,
1, separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
�• +�.'-'1`L'. i.h.- 'S.•rJ'ti� h '4- 'F }y ti-Up
2

i
Lagoon surface -- look for:
1. undesirable vegetative growth
Z. floating or lodged debris
Embankment-- look for: holes
1. settlement, cracking, or'ju g
2. side slope stability -- slumps or bulges
3, wet or damp areas on the back slope
4, erosion due to lack or vegetation or as a_result of wave action
5. rodent damage
.to wave action caused by strong
Larger lagoons may be subject to liner damage dsethereby weakening the lagoon dam.
winds. These waves can erode the lagoon sid ten
ti
A good stand of vegetation will reduce the patensidewall damage
bafflese'ind by wave he lagoon ble
wave action causes serious damage to a lagoon
used to reduce the wave impacts.
of these features could lead to erosion and weakening
expe of rt familiar with designhe dam. if your and
oon
Any
has any of these features, you au should call an appropriate
construction of waste lagoons, you may
ne emanen to ptrsoldution should be reviewed e a temporary fix if rby�the
threat of a waste discharge... However, p ment .is a serious
technical expert. Any digging. into a lagoon dam with heavy equip
undertaking with potentially serious consequences and 'shou4d.: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 of repair or
replacement.
cted and operated frequently enough so that
NOTE: Pumping systems should be inspe
you are not completely surprised by equipment ,failure. You should perform your
s low level. This
P
umping system maintenance at a time when your
required.
iced. Having is at ta nearly full lagoon is
allow some safety time should major repas or borrowingpumps. Probably, if your
not the time to think about switching, repairing,
ull also. you should consider maintaining an
lagoon is full, your neighbor's lagoon is f
inventory of spare parts or pumps,
® Surface water diversion fea
waters (such as rainfall runoff,e� of drainage,are dgutter to �outlets, and parking of
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that washing) systeould be m
g from your pipes and the ra�nfall that
n is that
which comes from your flushing
r.
hits the lagoon directly. You should inspect;yy ur diversiar� system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
3

Identified problems should be corrected promptly. it is advisable to inspect your system
immediately following a heavy rain. if technical assistance is needed to +
during or +m Y
determine proper solutions, consult with appropriate experts.
es there is is pumping, This will
You should record the level of the lagoon just prior to rain is predicted, and then
record the level again 4 to 6 hours after the rain (as
give you an idea of how much your lagoon level will rise with a certain rainfall amount
g y You may
this
(you must also be recording your rainfall for this oo war oon�+ses+excessively,cessively,ly help in
planning irrigation applications and storage:- If Y g into
have an overflow problem from a surface water diversion or there may be seepage
the lagoon from the surrounding land.
Lagoon Operation
el after construction establish a complete sod cover on bare soil
1. immediately a
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at lea t halfnk full f water before waste
loading begins, taking care not to erode lining
on the end of the
3. Drainpipe
s into the lagoon'should have a flexible pipe extend al f lling or another
pipe :to_discharge near the bottom.of the..lagoon, unng �n
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).
e from a
5. It is recommended that a new lagoon be seeded with f Ithe full lagoon l quid
working swine lagoon in the amount of 0.25 per
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
k on the lagoon liquid pH. If the pH falls below 7.0, add
6. Maintain a periodic check per 1000 cubic feet of lagoon liquid volume
agricultural lime at the rate of 1 pound
Optimum lagoon liquid pH is between 7.5 and 8.0.
until the pH rises above 7.0. al
ls inadequate
7. A dark color, lack of bubbling, and excessive
speodor
c alist +gis arecommended bif Iogic these
activity. Consultation with a tech
iods, especially during the warm season.
conditions occur for prolonged per
eer
The more frequently and regularly that wastewater is ste intodtl eto a lagoon
lagoo s veral times datiiy
lagoon will function. Flush systems that wash
are optimum for treatment. Pit rechargeysstems, in which one or more buildings are
drained and recharged each day, also wo
4

i
I
Practice 'water conservation --- minimize building
water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and water
conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the
amount of solids entering the lagoon.
Management:
®
Ma.intain 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 level. (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 I early fall to
provide maximum lagoon storage for the
m
The la goon liquid level should never be closer,than 1 foot to the lowest point of the
g _
dam or embankment::.
Don not pump the lagoon liquid level lower than the permanent storage level unless
a
you are removing sludge:
-11
® m
Locate float pup 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 forag or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
a 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.
e Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when
volume.
fudge storage capacity is full or
before it fills 50 percent of the perms
nentif animal production is to be terminated, the owner is responsible for obtaining and
impierienting a closure; plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5
-5�3di,"y:Srr r. x: *n0� �y ...,q,> .. sro>•,c�. ••nir:: ... !. .

I
© proper lagoon si7ing,
0 mechanical solids separation of flushed waste,appropriately designed basin, or .
0 gravity settling of flushed waste solids in an appro p
0 minimizing feed wastage and spillage•
ually•rather than stored long term will:
Lagoon sludge that is removed ann
have more nutrients,
0 have more odor, and
0 require more land to properly use the nutrients.
Removal techniques:
© Hire a custom applicator.
0 Mix the sludge and lagoon liquid with a chopper-agitator impeller pump through large-
bore sprinkler irrigation system onto nearby cropland;and soil incorporate.
ter the u per part of lagoon by irrigation onto nearby cropland or forageland; mix
pewa A applicator; haul and spread onto cropland or
remaining sludge; pump into liquid sludg e
forageland; and soil incorporate.
irrigation onto nearby, cropland or forageland;
0 Dewater the upper part of lagoon by g barge; berm an
dredge sludge from lagoon with dragls can drain e or geba k into lagoon;f eat ow1dsludge to
to receive the sludge so that liquid
nto cropland or forageland; and soil
dewater; haul and spread with manure spreader o
incorporate.
Regardless of the me , Y ou must have the sludge material analyzed i fodiff rite
constituents just as you would your lagoon water. The sludge will he location of the sludge.to fields will be
limited by these nutrients as well as any p
nutrient and metal values from the l�q���d•revious waste applications to that field and crap
requirement. Waste application rates will be discussed in detail in Chapter 3.
to the liner to prevent damage.
When removing sludge, you must also pay
attention
pumper or drag-line operator will ensure that he lagoon liner
Close attention by the pum p
remains intact. if you see soil material or theresume
synthetic til you are surethat hieturbed, you
sludge can
should stop the activity immediately and not r
be removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
removed from the lagoon has a much higher phosphorus and heavy metal content
Sludgebe applied to land with ow phosphorus and
than liquid. Because of this it aShould
probably�d incorporated to reduce the chance of erosion.
metal levels, as indicated by so
Note that if the sludge is applied to fields with very high soil-test phosphors, it should be
a lied only at rates equal to the crop re us. As with other wastes,
pp our la oon sludge analyzed fo
r its nutrient value.
always have y 9
6

The app
Ircation of sludge will increase the arnount 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
lanned discharge wastewater from the
Lagoon failures result in the unpttom or f sides, overtopping, and breachre.of
Types of failures include leakage through the bo
proper design and construction, the owner has the responsibility for
the dam. Assuming p failures include:per g
ensuring structure safety. items which may lead to lagoon fa
e placement of a pipe in the dam
Modification of the lagoon structure-- an example is th
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
_ •__ . .
o Excess surface water flowing into the lagoon. in damage during sludge removal, or
Liner integrity -- protect from inlet pipe scour g,
i
rupture from lowering'lagoon liquid level below groundwater table.
ll
NOTE: if lagoon water is allowed to overtop the dam, the imo moving
can water
ey crease a soon cause
gullies to form in the dam. Once this damage s ,
discharge of wastewater and possible dam failure.
7

i
PAW
Grower: M am,d A Pilillips Designea My: 7—M77
Address: {J;3 d�larci:� Bridge ci DI E
r ' Checked By: ,
`V9. rs_q l,v, NC 203 R8, 0 Date: 12/20/19
County: Dupiin Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: ------------------ 0
Wean to Finish: ------------------- 4518 Hd.
Finishing: -------------------
Farrow to weanling: ------------------ }
Farrow to feeder: -------------------
Farrow to finish: -------------------
Bo ars: ------------------ 0
Storage Period: ------------------- 130 Days
25 Yr./24 Hr Storm Event ------------------- 7.5 In.
"Heavy Rain" Factor
Rainfall in Excess of Evaporation ------------------ 7.0 In.
Additional Water Usage: —---------------- it
Additional Drainage Area: ------------------- 0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N) ------------ N
Does Operator Want Emergency Spillway? (Y/N) ------------ N
Was This Design Built Prior to Sept. 1996? (Y/N) ------------ Y
Is Drain Tile Req'd to Lower SHWT? (Y/N) ----------- N
Seasonal High Water Table Elev: ------------------ 46.00 Ft.
Freeboard: ------------------- 1.0 Ft.
Emergency Spillway Flow Depth: 111ot ApPllcai le-
Side Slopes: —----------------- 3 -.1 (H:V)
Inside Top Length: -_- 410.0 Ft.
Inside Top Width: ---------------- 265.0 Ft.
Top of Dike Elevation: ---------------• Depth 57.50 Ft.
Finished Bottom Elevation: ---------------• 12.00 Ft. 45.50 Ft.
Start Pump Elevation: -------------- 20.4 In. 55.80 Ft.
Stop Pump Elevation: ---------------• 58.8 In. 52.60 Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % REQ'D.
Storm Stor= 65344 (Cu.Ft.) 69,647 (Cu.Ft.) 106.59%
Temporary= 187870 (Cu.Ft.) 293,670 (Cu.Ft.) 156.32%
Permanent= 519570 (Cu.Ft.) 522,725 (Cu.Ft.) 100.61%
Total Volume = 772,784 (Cu.Ft.) 886,043 (Cu.Ft.) 114.66%
112 Treatment Volume= 259,785 (Cu.Ft.)
1/2 Treatment Volume Elevation = 49.36 Ft. 97.71 In.
90 Temporary Storage Volume Elevation = 54.54 Ft. 35.52 In.
Min. Required Liner Thickness ------------------ 1.8 Ft.
Lagoon Surface Area: (Inside TOD) —----------------- 104,550 S.F.
Murphy-Brown,LLC Engineering P.Q. Box 856,Warsaw, NC 28398 [phone]

Grower: R ana T Phillips Designea gy: KBW
Address: 903 Wards Bridge Rd Checked By: DSE
Warsaw, NC 28398 Date: 12/20/19
County: Duplin Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: Cu. Ft.
LAGOON STAGE-AREA VOLUMES
Contour
Elevation (FT.) Area SF Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FT)
45.50 61,854 0
46.00 63,426 31,320. 31,320
47.00 66,624 65,025 96,345
48.00 69,894 68,259 164,604
49.00 73,236 71,565 236,169
50.00 76,650 74,943 311,112
51.00 80,136 78,393 389,505
52.00 83,694 81,915 471,420
53.00 87,324 85,509 556,929
54.00 91,026 89,175 646,104
55.00 94,800 92,913 739,017
56.00 98,646 96,723 835,740
57.00 102,564 100,605 936,345
57.50 104,550 51,779 988,124
These volumes were calculated using the vertical average end area method.
TOTAL READ VOL 772,784 CF CUMULATIVE VOL. ZONE VOL. 114.66%
END PUMP = = = = 52.60 FT 522,725 CF TR'MT 522,725 100.61%
START PUMP = = = 55.80 FT 816,395 CF TEMP 293,670 156.32%
MAX STORAGE = 56.50 FT 886,043 CF STORM 69,647 106.59%
Murphy-Brown,LLC Engineering P.O. Box 856,Warsaw, NC 28398 [phone]

Grower: M and A Phillips Designed By: KBW
Address: 903 Wards Bridge Rd Checked By: DSE
Warsaw, NC 28398 Date: 12/20/19
County: Duplin Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
nimal Type Capacity * AL * cu.ft./lb) Total
Nursery 0 30 1.00 0
Wean to Finish 4,518 115 1.00 519,570
Finishing 0 135 1.00 0
Farrow to weanling 0 433 1.00 0
Farrow to feeder 0 522 1.00 0
Farrow to finish 0 1,417 1.00 0
Boars 0 400 1.00 0
Total Required Treatment Volume(cu.ft.)= 519,570
Sludge Storage Volume:
nimal Type Capacity * AL W cu.ft. Ib) Total
Nursery 0 30 0.00 0
Wean to Finish 4,518 115 0.00 0
Finishing 0 135 0.00 0
Farrow to weanling 0 433 0.00 0
Farrow to feeder 0 522 0.00 0
Farrow to finish 0 1,417 0.00 0
Boars 0 400 0.000 0
Total Required Sludge Storage Volume(cu.ft.)= 0
Temporary Stora a Volume:
Manure Production:
nimal I ype Capacity Sto. Period d./ ay) = Total
Nursery 0 180 0.30 0
Wean to Finish 4,518 180 1.17 449,081
Finishing 0 180 1.37 0
Farrow to weanling 0 180 4.39 0
Farrow to feeder 0 180 5.30 0
Farrow to finish 1 0 180 14.38 0
Boars 0 180 4.06 0
Total Manure Production (gals.)= 949,081
Total Manure Production (cu.ft.)= 126,883
Excess Fresh Water:
nimai Type Uapacity* Sto. Period dJday =Total
Nursery 0 180 0.00 0
Wean to Finish 4,518 180 0.00 0
Finishing 0 180 0.00 0
Farrow to weanling 0 180 0.00 0
Farrow to feeder 0 180 0.00 0
Farrow to finish 0 180 0.00 0
Boars 0 180 0.00 0
Total Fresh Water Excess (gals.)= 0
Total Fresh Water Excess(cu.ft.)= 0
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: M and A Phillips Designed By: KBW
Address: 903 Wards Bridge Rd Checked By: DSE
Warsaw, NC 28398 Date: 12/20/19
County: Duplin Sheet 4 of 7
Temporary Storage Volume: Cont.
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area+Additional Drainage Area) * Rainfall/12in./ft
Vol.= (104550 sq.ft, + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 60,988
Storm Storage:
Val.=(Lagoon Surf. Area +Addt'I Drainage Area) *25Yr./24Hr. Storm(in)/12in./ft.
Vol.= (104550 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event(cu.ft)= 65,344
"Heavy Rain"Storage:
Vol.=(Lagoon Surf. Area+Addt'I Drainage Area) *"Heavy Rain" Factor(in)/12in./ft.
Vol.= (104550 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for"Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 0
i
Total Required Storm Storage
(25Yr. /24Hr. Storm +'Heavy Rain')= 65,344 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water+ Rainfall Excess +Additional Water Storage) = 187,870 (CU.FT)
Total Required Permanent Storage
(Treatment+ Sludge)= 519,570 (CU.FT)
TOTAL REQUIRED VOLUME = 772784(CU.FT.)
Murphy-Brown, LLC Engineering P.0. Box 856, Warsaw NC 28398 [phone]

Grower: M and A Phillips Designed By: KBW
Address: 903 Wards Bridge Rd Checked By: DSE
Warsaw, NC 28398 Date: 12/20/19
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ------------------- 57.50 FT.
Emergency Spillway Crest Elevation ------------------- Not AK Applicable
Top of 25Yr. /24Hr. Storm Storage ------------------- 56.50 FT.
Top of"Heavy Rain" Storage ------------------- Not Applicable
Start Pump Elevation ------------------- 55.80 FT.
End Pump Elevation ------------------- 52.60 FT.
Top of Sludge Storage ------------------- Not Applicable
Seasonal High Watertable Elev. ------------------- 46.00 FT.
Finished Bottom Elevation ------------------ 45.50 FT.
Inside Top Length ------------------ 410.00 FT.
Inside Top Width ------------------- 255.00 FT.
Side Slopes ------------------- 3:1 H:V
Lagoon Surface Area ------------------ 104,550 SF
Min. Liner Thickness (if required) ------------------- 1.8 FT.
Freeboard Depth ------------------- 1.00 FT.
Temporary Storage Period ------------------- 180 Days
TOTAL DESIGN VOLUME= 886043 (CU.FT.)
Zone Deaths:
Treatment/Sludge Storage Zone Depth ----------- 7.1 FT.
Temporary Storage Zone Depth ----------- 3.2 FT.
Freeboard/Storm Storage Zone Depth ----------- 1.7 FT.
Total Lagoon Depth ----------- 12.0 FT.
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: M and A Phillips Designe KBVV
Address: 903 Wards Bridge Rd Checker DSE
Warsaw, NC 28398 Date: 12/20/19
County: Duplin Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 57.50
I 1 TOP OF STORM ELEV = 56.50 I 1
1 /
1 I
STRT PMP EL.= 55.80 1 TOP OF TEMP STORAGE ELEV= 55.80 /
1 I
END PMP EL. = 52.60 1 TOP OF TREAT ELEV = 52.60 SHWT =46.00
1 I
1 I
1 I
1 I
FINISHED BOTTOM ELEV = 45.50
Murphy-Brown, LLC Engineering P.O. Box 656, Warsaw NC 28398 [phone]

Grower: M and A Phillips Designed By: KBW
Address: 903 Wards Bridge Rd Checked By: DSE
Warsaw, NC 28398 Date: 12/20/19
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359-WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
l
DESIGNED:
DATE:
COMMENTS:
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supersede the
original certification of the farm. Volumes based on As-built signed 4/14/05 by B Houston
NOTE: All elevations shown are based on assumed benchmark and do NOT represent
mean sea-level datum.
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

rower: i,,' _.7 ,`,77 i,7
Address: c_n id
_ , .as B esigney:
Ir I `' Checked B F7.
county: 69)h eA)!_� jil / Date: 12/20/19
Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: -----__
-----------
Wean to Finish: ----------------- - _
Finishing: —----------------- Hd.
Farrow to wean ling: ___________________
Farrow to feeder: -------________-__
Farrow to finish: ___________________
Boars: -------------------
Storage Period: -----__-_---------
25 Yr. /24 Hr Storm Event ___________________
Days
"Heavy Rain" Factor 7 5 In.
Rainfall in Excess of Evaporation -------------------
Additional Water Usage: In.
Additional Drainage Area: J
-------------------
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N) ------------
IN
Does Operator Want Emergency Spillway? (Y/N) ------------
Was This Design Built Prior to Sept. 1996? Y/N
Is Drain Tile Req'd to Lower SHWT?
Seasonal High Water Table Elev: _____________ _
3' Ft.Freeboard: _ ------------- 1.0Ft.Emergency Spillway Flow Depth: ,1 -)t
Side Slopes: —-----------------
Inside Top Length: ___ 3 F (H:V)
Inside Top Width: - 233.5 Ft.
Top of Dike Elevation: --------- 233.o Ft.
------- Depth 4a.5!i Ft.
Finished Bottom Elevation: --------------- 13.00 Ft.
33.5080, Ft.
Start Pump Elevation:
---------------- 20.4 In. 4=' ; Ft.
Stop Pump Elevation: _---_--------- 54 In. 42 0 Ft
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % REQ'D.
Storm Stor= 64285 (Cu.Ft.) 68,413 (Cu.Ft.) 106.42%
Temporary= 202413 (Cu.Ft.) 254,261 (Cu.Ft.) 125.62%
Permanent= 583165 Wu.Ft.) 598,829 (Cu.Ft.) 102,69%
Total Volume= 849,863 (Cu.Ft.) 921,503 (Cu.Ft.) 108.43%
1/2 Treatment Volume= 291,583 (Cu.Ft,)
1/2 Treatment Volume Elevation = 38.29 Ft.
90 Temporary Storage Volume Elevation = 43.44 Ft. 36.98-74 In.
74 in.
Min. Required Liner Thickness ------------------
___
Lagoon Surface Area: (inside TOD) ---------- - 1.7 Ft.
--_-- 102,857 S.F.
Murphy-Brown, LLC Engineering P.O. Box 856,Warsaw, NC 28398
(910)2933434

rower: M and T Millips Designea 9y: KBW
Address: 903 Wards Bridge Rd Checked By: DSE
Warsaw, NC 28398 Date: 12/20/19
County: Duplin Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: Cu. Ft.
LAGOON STAGE-AREA VOLUMES
Contour
Elevation (FT.) Area SF Incr. Vol. (Cu. FT) Cumul. Vol. (Cu, FT)
33.50 56,369 0
34.00 57,932 28,575 28,575
35.00 61,112 59,522 88,097
36.00 64,364 62,738 150,835
37.00 67,688 66,026 216,860
38.00 71,084 69,386 286,246
39.00 74,552 72,818 359,064
40.00 78,092 76,322 435,386
41.00 81,704 79,898 515,283
42.00 85,388 83,546 598,829
43.00 89,144 87,266 686,095
44.00 92,972 91,058 777,153
45.00 96,872 94,922 872,074
46.00 100,844 98,858 970,932
46.50 102,857 50,925 1,021,857
60�
ILA
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 849,863 CF CUMULATIVE VOL. ZONE VOL. 108.43%
END PUMP = = = = 42.00 FT 598,829 CF TR-MT 598,829 102.69%
START PUMP = = : 44.80 FT 853,090 CF TEMP 254,261 125.62%
MAX STORAGE = 45.50 FT 921,503 CF STORM 68,413 106.42%
Murphy-Brown,LLC Engineering P.O. Box 856,Warsaw, NC 28398 [phone]

Grower: M and A Phillips Designed By: KBW
Address: 903 Wards Bridge Rd Checked By: DSE
Warsaw, NC 28398 Date: 12/20/19
County: Duplin Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storaae:
Required Treatment Volume:
[Animal Type Capacity * ALW (cu.ft./lb) = Total
Nursery 0 30 1.00 0
Wean to Finish 5,071 115 1.00 583,165
Finishing 0 135 1.00 0
Farrow to weanling 0 433 1.00 0
Farrow to feeder 0 522 1.00 0
Farrow to finish 0 1,417 1.00 0
Boars 0 400 1.00 0
Total Required Treatment Volume(cu.ft.)= 583,165
Sludge Storage Volume:
nimal Type Capacity ALW (cu-ft./lb) = Total
Nursery 0 30 0.00 0
Wean to Finish 5,071 115 0.00 0
Finishing 0 135 0.00 0
Farrow to weanling 0 433 0.00 0
Farrow to feeder 0 522 0.00 0
Farrow to finish 0 1,417 0.00 0
Boars 0 400 0.000 0
Total Required Sludge Storage Volume (cu. ft.)= 0
Temporary Storage Volume:
Manure Production:
nima ype Capacity* Sto. Period d./day) =Total
Nursery 0 180 0.30 0
Wean to Finish 5,071 180 1.17 1,065,248
Finishing 0 180 1.37 0
Farrow to weanling 0 180 4.39 0
Farrow to feeder 0 180 5.30 1 0
Farrow to finish 0 180 14.38 0
Boars 0 180 4.06 0
Total Manure Production (gals.)= 1,065,248
Total Manure Production (cu.ft.)= 142,413
Excess Fresh Water:
pimaType Capacity Sto. Period d./day) = Total
Nursery 0 180 0.00 0
Wean to Finish 5,071 180 0.00 0
Finishing 0 180 0.00 0
Farrow to weanling 0 180 0.00 0
Farrow to feeder 0 180 0.00 0
Farrow to finish 0 180 0.00 0
Boars 0 180 0.00 0
Total Fresh Water Excess (gals.)= 0
Total Fresh Water Excess(cu.ft.)= 0
Murphy-Brown, LLC Engineering P.O. Box 656, Warsaw NC 28398 [phone]

Grower: M and A Phillips Designed By: KBW
Address: 903 Wards Bridge Rd Checked By: DSE
Warsaw, NC 28398 Date: 12/20/19
County: Duplin Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area +Additional Drainage Area) * Rainfall/12in./ft
Vol.= (102857 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 60,000
Storm Storage:
Vol.=(Lagoon Surf.Area +Addt'I Drainage Area)*25Yr./24Hr. Storm(in)/12in./ft.
Vol.= (102857 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event(cu.ft)= 64,285
"Heavy Rain"Storage:
Vol.=(Lagoon Surf. Area +Addt'I Drainage Area)*"Heavy Rain" Factor(in)/12in./ft.
Vol.= (102857 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for"Heavy Rain" (cu.ft.)= 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 0
i
Total Required Storm Storage
(25Yr. /24Hr. Storm + 'Heavy Rain')= 64,285 (CU.FT)
Total Required Temporary Storage
(Manure Prod. +Excess Fr. Water+ Rainfall Excess +Additional Water Storage) = 202,413 (CU.FT)
Total Required Permanent Storage
(Treatment+ Sludge) = 583,165 (CU.FT)
TOTAL REQUIRED VOLUME=849863(CU.FT.)
Murphy-Brown, LLC Engineering P.Q. Box 856, Warsaw NC 28398 [phone]

� l
Grower: M and A Phillips Designed By: KBW
Address: 903 Wards Bridge Rd Checked By: DSE
Warsaw, NC 28398 Date: 12/20/19
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ------------------- 46.50 FT.
Emergency Spillway Crest Elevation ------------------- Not AK Applicable
Top of 25Yr. /24Hr. Storm Storage ------------------- 45.50 FT.
Top of"Heavy Rain"Storage ------------------- Not Applicable
Start Pump Elevation ------------------- 44.80 FT.
End Pump Elevation ------------------- 42.00 FT.
Top of Sludge Storage ------------------- Not Applicable
Seasonal High Watertable Elev. ------------------- 39.40 FT.
Finished Bottom Elevation ------------------- 33.50 FT.
Inside Top Length ------------------- 440.50 FT.
Inside Top Width ------------------- 233.50 FT.
Side Slopes ------------------- 3:1 H:V
Lagoon Surface Area ------------------- 102,857 SF
Min. Liner Thickness(if required) ------------------- 1.9 FT.
Freeboard Depth ------------------- 1.00 FT.
Temporary Storage Period ------------------ 180 Days
TOTAL DESIGN VOLUME= 921503 (CU.FT.)
Zone Depths:
Treatment/Sludge Storage Zone Depth ---------- 8.5 FT.
Temporary Storage Zone Depth ----------- 2.8 FT.
Freeboard/Storm Storage Zone Depth ----------- 1.7 FT.
Total Lagoon Depth ----------- 13.0 FT.
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

a
r
d
N
m w NCO
Y0 p o
s� cy')
0 U 0 f!) ~ rn
� � N
2 0
C) I
o
o LO II o 0
Lr; > o Lq
d (
t - �
It
ch
II w II II
00
W w > LLI
> 0)-j J -j J M
W W LL] W co
O Y 0 Q O z
a o n a � o CO
o 0 0°
10-1
�- o �
i w ° 0 0- =
z " � ° 0
z
N IL o
m
l
/
of I
C /
N /
M U
d
U) Z
Q cq o
� o �
c �
o co a II ai
CF) E3 I
N ' IL U
C� Q U U) W
QQ
Q

Grower: M and A Phillips Designed By: KBW
Address: 903 Wards Bridge Rd Checked By: DSE
Warsaw, NC 28398 Date: 12/20/19
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359-WASTE TREATMENT
LAGOON, revised prior to June, 1996,
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED:
DATE:
COMMENTS:
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm. Volumes based on As-built signed 11/8/94 by BWH
NOTE:All elevations shown are based on assumed benchmark and do NOT represent
mean sea-level datum.
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]