820672_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 82-0672 Certificate Of Coverage Number: AWS820672
2. Facility Name: Williams Hog Farm i
3. Landowner's Name (same as on the Waste Management Plan):
4. Landowner's Mailing Address: p AII E0 5 L ,,ke RA PJRboa) � 73 N
City: Roseboro 1 iD T49 V t")- State: NC Zip: 28382
Telephone Number: E-mail: kimlawQintrstar.net
tli'lk• i , Co'vi
5. Facility's Physical Address: 1813 Bass Lake Rd ��' `6'm 5 456@
City: Roseboro State: NC
6. County where Facility is located: Sampson
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"): Mu h =Brown LLC
10. Operator Name (OIC): Kin R. Williams Phone No.: 910-249-2012
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 5,305
U eratia Types:
Swine
Cattle
Dry Poultry
Wean to Finish
Dairy Calf
Non Laying Chickens
Wean to Feeder
Dairy Heifer
Laying Chickens
Farrow to Finish
Milk Cow
Pullets
Feeder to Finish
Dry Cow
Turkeys
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
Zip: 28382
OIC #: 18457
Ober Tvaca
Horses - Horses
Horses - Other
Sheep - Sheep
Sheep - Other

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
K1 (BACK)
fl
R1 (FRONT)
—
ono_
R2 (MIDDLE) ----
- ��-'
— - --•--
--
r�91ML6
t 91
I ��
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
I. The most recent Waste Utilization Plan (WUP), signed bl the owner and a certified technical spaiplist. containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: _ 1" 1, _ F4, � � (� � rar... a Title: t
Signature: CA.., 1 �, g{ Date: 3A
Name:
Signature:
Name:
Signature:
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

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.
----------------------------------------------•--•---------- --:::--------------- --_------------------ -------------- ----- ---
664021 Database Version 2.0 Date Printed: 2/17/2003 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.
---------------••------ .. _
664021 Database Version 2.0 Date Printed: 2/17/2003 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.
•-------------- ---------------------------------- ------- ------------ ------------------------------------------- ...... ---------------- -
664021 Database Version 2.0 Date Printed: 2/17/2003 Specification Page 4

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SAMPSON COUNTY
EMERGENCY ACTION PLAN q 33 3300
DIVISION OF WATER QUALITY (DWQ) 910-
EMERGENCY MANAGEMENT SERVICES (EMS) 910-592-8996
SOIL & WATER CONSERVATION DISTRICT (SWCD) 910-592-7963
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 910-592-7963
COOPERATIVE EXTENSION SERVICE (CES) 910-592-7161
This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should
NOT wait until wastes reach surface waters or leave your property to
consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an
accessible location for all employees at the facility. The following
are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may
or may not be possible. Suggested responses to problems are
listed below:
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam, any
permanent alteration of the dam should be approved by a
qualified technical specialist.
b. Pump wastes to field at an acceptable rate.
c. Stop all additional flow to the lagoon -hold waste in the
house if possible.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -action include:
a. Immediately stop waste application.
b. Create a temporary diversion or berm to contain the
waste.
c. Incorporate waste to reduce further runoff.
d. Evaluate and eliminate the reason(s) that caused 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 (flushing system) pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
e. Repair all leaks prior to restarting pumps.
D. Leakage from flush system, houses, solids separators -actions
include:
a. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
c. Make sure no siphon effect has been created.
d. Stop all flows in the house, flush systems, or solid
separators.
e. Repair all leaks prior to restarting pumps.

E. Leakage from base or sidewall of lagoon. Often this is seepage
as opposed to flowing leaks -possible action:
a. Dig a small sump or ditch to catch all seepage, put in a
submersible pump, and pump back into 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 the lagoon bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what
duration?
c. Any damage noted, such as employee injury, fish kills, or
property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface
waters?
f. Could a future rain event cause the spill to reach
surface waters?
g. Are potable water wells in danger (either on or off of
the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of
Water Quality) regional office, at 910-486-1541, after
hours, emergency number:1-800-858-0368. Your phone call
should include: YOUR NAME, FACILITY, TELEPHONE NUMBER,
THE DETAILS OF THE INCIDENT FROM ITEM #2 ABOVE, THE
EXACT LOCATION OF THE FACILITY, AND THE LOCATION OR
DIRECTION OF MOVEMENT OF THE SPILL, WEATHER AND WIND
CONDITIONS. THE CORRECTIVE MEASURES THAT HAVE BEEN UNDER
TAKEN, AND THE SERIOUSNESS OF THE SITUATION.
b. If spill leaves property or enters surface waters, call
local (EMS) Emergency Management Services at
910-592-8996.
c. Instruct EMS to contact local Health Department.
d. Contact local Soil and Water Conservation District
(SWCD), Natural Resources Conservation Service
(NRCS) office at 910-592-7963 and Cooperative Extension
Service (CES) at 910-592-7161 for advice/technical
assistance.
4. If none of the above works call 911 or the sheriffs Department
and explain your problem to them and ask that person to contact
the proper agencies for you.

5. Contact the contractor of your choice to begin repair of the
problem to minimize off -site damage.
a. Contractors Name: 1we'k eRI V E
b. Contractors Address:
1`[ .A1 ?o e/ A/C ASt Z8
c . Contractors Phone: 9'1a - 544 - 6,4 S&
6. Contact the technical specialist who certified the lagoon (NRCS,
Consulting Engineer, etc.)
a. Name: 6 ALZMAC 01,0FToN
b. Phone: 910- - 5771
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.
8. If you are a contract swine grower associated with a swine
company integrator, contact the company representative at
1-910-592-5771

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Saecific Practices
Flush Gutters • Accumulation of solids J3' Flush system is designed and operated
sufficiently to remove accumulated solids from
Hers as designed.
0 Removc bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 inches over more than 30% of surface.
Excessive Vegetative • Decaying vegetation J' Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along waters edge on impoundment's perimeter.
Feeders • Feed Spillage PDesign, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
emulation of decaying wastage.
0 Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
educe 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 brewees grain and similar high
moisture grain products)..
O Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
IC -November 11, 1996, Paso I

Source Cause BMPs to Minimize Odor Site Specific Practices
Standing water around • Improper drainage; Grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic.mattcr
Manure tracked onto • Poorly maintained access roads Farm access road maintenance
public roads 6otn farm
access
Additional Information.- Available From :
Swine Manure Management ; 0200 RuleBMP Packet NCSU, County Exter,sio: Center
Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet NCSU -BAE
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-88 NCSU - BAE
Swine Production Facility Manure Management:_ Underfloor Flush - Lagoon Treatment; EBAE 12948 NCSU - BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU - BAE
Calibration of Manure and Wastewater Application Equipment ; EBAE Fact Sheet NCSU - BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU - Swine Extension
Environmental Assurance Program ; NPPC Manual NC Pork Producers Assoc
Options for Managing Odor ; a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; 11RO107, 1,995 Conference Proceedings Florida Cooperative Extcnsion
AMOC - November 11, 1996, Page 5

Swine Farm Waste -Management Odor Control Checklist
Source Cause DWI! to Minimize Odor
Farmstead Swine pro duGllort Site Specific Practices
Vegetative'or wooded buffers;
APY'� Recommended best management practices;
00' Good judgment and common sense
Animal body surfaces • Dirty manure -covered animals Qr Dom+ floors,
Fidbr surfaces Wet manure -covered floors Pr MOM floors;
Cr"Watcrers located'overslotted floors;
inure collection pits . Urine;
+ Partial microbial decomposition
ntilation exhaust fans Volatile gases;
Dust
O Feeders at high end of solid floors;
U�O e manure buildup from floors;
nderfIoorventirationford in
rY g
Mqucnl manure removal by flush, pit recharge,
or scrape;
O Underfloor ventilation
Ef r n maintenance;
�' Eff icieni air movement
to . Waslidown between groups of animals;
0 Feed additives,-
0
er covers;
Feed delivery downspout extenders to feeder
Flush tanks
Agitation of recycled lagoon
O
covers
Flush tank covers;
liquid while tanks are filling
0
Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys
Agitation during wastewater
©
Underfloor (lush with underfloor ventilation
conveyance
;- Pit recharge points
. Agitation of recycled lagoon
p
Extend recharge lines to near bottom of pits
liquid while pits are filling
Willi Anti -siphon vents
Lift stations
Agitation during sump tank
O
Sump tank covers, -
filling and drawdown
Outside drain collection
• Agitation during wastewater
C]
Dox covers
of junction bones
conveyance
ANfO- C - November 11, 1996, Page 3

Source
Etrd of drainpipes at
oon
lagconveyance
Cause
Agita;ion during wastewater
BMPs to Minimize Odor Site Specife Practices
O Extend discharge point of pipes underneath
nveyance
lagoon liquid level
Lagoon surfaces
• Volatile gas emissions;
Proper lagoon liquid capacity;
• Biological mixing;
Correct lagoon
6
■ Agitation
st.astup procedures;
inM� surface area -to -volume ratio;
2minunum
-
agitation when•pumping;
O Mechanical aeration;
O Proven biological additives
Irrigation sprinkler
nozzles
High pressure agitation;
l ate on
8 dry days With' little or no wind;
• Wind drill
!mum recommended operating pressure;:_�Plum ;
p intake near lagoon liquid surface; •
❑ Pump from second -stage lagoon
Storage tame or basin
surface
• Partial microbial decomposition;
O Bottom or midleveHoading;
.
Mixing while filling;
O Tank covers;
• Agitation when emptying
O Basin surface mats of solids;
O Proven biological additives or oxidants
Settling basin surface
• Partial microbial decomposition;
O Extend drainpipe outlets underneath liquid `
■ Mixing while filling;
level;
■ Agitation when emptying
O . Remove settled. solids regularly
Mt iure, slurry or sludge
• Agitation when spreading;
O Snil injection of slurrylsludges; -�
spreader outlets
0 Volatile gas emissions
O Wash residual mantire from spreader after use;
13 Proven biological additives or oxidants
Uncovered manure,
• Volatile gas emissions while
O Soil injection ofslurrylsludges
slurry or sludge on field
surfaces
drying
f] Soit Incorporation .within 48 hrs.;
O Spread In thin uniform layers for rapid drying;
❑ Proven biological additives or oxidants
Dead animals
■ Carcass decomposition
011roper disposition of carcasses
Head animal disposal
■ Carcass decomposition -
❑ C tplctc coverittg of carcasses In burial pity;
Proper location/construction or.disposal. pits
incinerators
Incomplete combustion
O Secondary stack burncra
AMOC - November 11, 1996, Page 4

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
Buriai 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.
Complete incineration according to 02 NCAC 52C .0102.
❑ ❑ 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 ❑EQ.
❑ ElNC
the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
❑ ❑ Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
❑ Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
■ Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
■ Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager
AIX //_Le��
3%►s/�-,
Date
3/�-/ I (I
Signature of Technical Specialist Date

USDA -SOIL CONSERVATION SERVICE UNITED STATES
303-D EAST ROWAN STREET DEPARTMENT OF
PHONE [phone] AGRICULTURE
----------------------------------------------------------------
OPERATOR:KIM WILLIAMS
Please review the attached plan and specifications carefully.
Retain this plan for your use and records. It is strongly
recommended that you, your contractor and the Soil Conservation
Service personnel are in agreement as to how the waste lagoon
is to be constructed. SCS personnel will meet with all
concerned parties and walk over the site to explain all flags
and markings. It is important that everyone understands what is
expected so that final construction meets plans and
specifications and the job can be certified for payment (if ACP
cost -share is involved).
The pad dimensions and grades are the best estimate. The
builder or contractor is responsible for final layout and
design of the pads. SCS personnel will assist in a limited
capacity, as its major concern is the proper design and
construction of the waste treatment lagoon.
The actual amount of material required for pads and dam may
vary from the estimates. The design will attempt to balance
cuts and fills as close as possible. If additional material is
required after construction is complete on the lagoon, the
contractor and owner will negotiate on the price and location
of the borrow area.
It should be noted that certification of the lagoon will depend
upon all specifications being met. Important items include
length, width, depth, slopes, topsoil placement, correct
elevations (top, bottom, discharge pipes), and seeding. -r.
ARE CULTURAL RESOURCES EVIDENT?
Yes
NO X
DESIGN REQUIREMENT: 451,869
cu.ft
=16,735
cu.yds.
ESTIMATE OF EXCAVATION: 339,444
cu.ft
=12,572
cu.yds.
ESTIMATE OF PAD: 161,136
cu.ft
=5,968
cu.yds.
ESTIMATE OF DIKE: 95,715
cu.ft
=3,545
cu.yds.
ESTIMATE OF MATERIAL FOR SANDY -CLAY
LINER:
- 0
cu.yds
ESTIMATE OF TOPSOIL REQUIRED:
- 300
cu.yds.
Ratio 1.3 1
-- Total Excavation
=12,572
cu.yds.
Job Class III Designed By:
LANIER
& HOUSTON
8/24/94
Design Approval
Date
Date

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Operator:Kim Williams County: Sampson
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
4� 0 sows ( farrow to feeder)
E, 2205 head (finishing only)
0 sows (farrow to wean)
0 head (wean to feeder)
Describe other :
Date: 08/24/94
2000.0 feet
x 1417
lbs.
- 0
lbs
x 522
lbs.
0
lbs
x 135
lbs.
= 297675
lbs
x 433
lbs.
- 0
lbs
x 30
lbs.
= 0
lbs
0
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
297675 lbs
Volume = 297675 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 297675 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Sludge Accumulation Not Computed At
Owners Request Remove Sludge
Volume = 0.0 cubic feet As Needed
4. TOTAL DESIGNED VOLUME
Inside top length (feet)---------------------- 300.0
Inside top width (feet) ---- 195.0
Top of dike elevation (feet)------------------- 49.1•
Bottom of lagoon elevation (feet)------------ 37.1
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 294.0 189.0 11.0
AREA OF TOP
LENGTH * WIDTH =
294.0 189.0
AREA OF BOTTOM
LENGTH * WIDTH =
228.0 123.0
55566 (AREA OF TOP)
28044 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
261.0 156.0 162864 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
55566.0 162864.0 28044.0 1.8
Total Designed Volume Available = 451869 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
300.0 195.0 58500.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 58500.0 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 = 297675 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 543753 gals. or 72694.3 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 34125.0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 34125.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
72694
cubic
feet
5B.
0
cubic
feet
5C.
34125
cubic
feet
5D.
34125
cubic
feet
TOTAL 140944 cubic feet
6. SUMMARY
Temporary storage period==================_=> 180 days
Rainfall in excess of evaporation===========> 7.0 inches
25 year - 24 hour rainfall==================> 7.0 inches
Freeboard===================================> 1.0 feet
Side slopes =___-__-________________________> 3.0 . 1
Inside top length===========================> 300.0 feet
Inside top width============================> 195.0 feet
Top of dike elevation=======================> 49.1 feet
Bottom of lagoon elevation==================> 37.1 feet
Total required volume== =====================> 438619 cu. ft. * "
Actual design volume========================> 451869 cu. ft.
Seasonal high watertable elevation (SHWT)===> 45.0 feet
Stop pumping elev __----------_--- --_-_> 45.1 feet
Must be > or = to the SHWT elev.==========> 45.0 feet
Must be > or = to min. req. treatment el.=> 43.1 feet
Required minimum treatment volume===========> 297675 cu. ft.
Volume at stop pumping elevation============> 297888 cu. ft.
Start pumping elev.==== _=_=====_==> 47.4 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 417744 cu. ft.
Volume at start pumping elevation===========> 413679 cu. ft.
Required volume to be pumped================> 106819 cu. ft.
Actual volume planned to be pumped==========> 115791 cu. ft.
Min. thickness of soil liner when required==> 1.8 feet
7. DESIGNED BY: Lanier & Houston CHECKED BY: 1 m,&o
DATE: g/2�1 �I DATE: 7 - I - q
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

'
cle��-or:RAY WILLIAMS ] County: SAMPSON
Distance to nearest residence (other than owner):
&. AVERAGE LIVE
WEIGHT (ALW)
0 sows
(farrow to
finish)
x 1417
lbs.
0 sows
(farrow to
feeder)
x 522
lbs.
1240 head
(finishing
only)
x 135
lbs.
0 sows
(farrow to
wean)
x 433
lbs.
0 head
(wean to feeder)
x 30
lbs.
Describe
other :
~A
Datea 02/16/96
2200.0 feet
= D Ibs
= �) lbs
= 167400 Ibs
= 0 lbs
= D Ibs
Total Average Live Aight = 167400 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON!
.'
Volume = 167400 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 167400 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume:x 0.0 cubic feet
4. PTAL DESIGNED VOLUME
SLUDGE ACCUMULATION NOT COMPUTED
AT OWNERS REQUEST. REMOvF q|||nRF
AS NEEDED.
Inside top length (feet)--------------------- 315.0
Inside top width (feet)---------------------- 138.7
Top of dike elevation (feet)----------------- 52.5
Bottom of lagoon elevation (fee±)------------ 41.5
Freeboard (feet) ----------------------------- 1.0
Side slopes (inside lagoon)-----------^------ 3.0 V 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 309.0 132.7 10.0
AREA OF TOP
LENGTH * WIDTH =
309.0 132.7
AREA OF BOTTOM
LENGTH * WIDTH =
249.0 72.7
40996 (AREA OF TOP)
18096 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * A.
279.0 102.7 114583 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] /A DEPTH/6
40996.0 114583,1 18095.6 K.
Total Designed Volume Available - 289458 CU. FT.

-^
-
5. __MPORARY S�ORAGE REQUIRED
DRAINAGE
Lagoon (top of dike�
Lenoth * Width =
315.0 138.7 43682.0 square feet
Buildings (roof and lot water)
'
0.0 square feet
Describe
this area.
TOTAL DA 43682.0 sq4are feet
Design t s gn emporary storage period to be
180
days.
5A. Volume of waste �roduced
Feces & urine production in gal./day per
135 lb. AM
1.37
Volume = 167400 lbs. ALW/135 Ibs. ALW *
1.37
gal/day
180 days
� Volume = 3057B4 gals. or 40880.2 cubic
feet
5E}" Volume of wash water
This is the amount of 1resh water used for
washing 1loors
of fresh water used for a flush system.
Flush
or volume
the lagoon water are accounted for in 5A.
systems
that recirculats
Volume = 0w0 gallons/day *
180 days storage/7.48
gallons
Volume = 0.0 cubic feet
per CF
5C. Volume of rainfall in e:cess 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 = 25481.2 cubic feet
/

Vol�me = �r.0 inches / 12 inches pe� foot * DA
Volume = 2548�.2 cubicfeet
TOTAL REQUIRED TEMPORARY S�ORAGE
5A. 4088O cubic fee�
cubic
��~ 25481 cubic feet
TOTAL 91843 cubic feet
Temporary sto�age I. Cl 180 days
Rainfa�l in excess Cf ration
..... ..... .... .... ... ======� �.0 inches
F�reeboard================
) Inside top length== ..... .... ....
======================> 315.0 �eeU.
Ins�de top w�dth============================> 158.� �eet
Bottom of la�pon eIevatior'==================� 41.5 feet
cu.
Seasona� high wate�table elevation (SNWT)===> ������ feet
�ust be > or = to the SHWT ..... ==..... .... 45.2 feet
Must be > or = to m�n. req. treatment eI.=> 47.5 feet
Required minimum �reatment
Volume at stop pumping elevation======... ...
====> 17B071 cu. ft.
Must be at bottom of freeboard & 25 yr. rainfalI
Actual volume less 25 yr.- 24 hr' rainfaIl==> 263977 cu. ft.
VoIume at start pumping elevation===========> 2614O6 cu. ft.
Required volume to be pumped================> 66361 cu.
ActuaI volume �lanned to be pumped==========>
Min. thickness of soil Iiner when required==> 1.6 feet
�r, DE�IBNED BY: APPROVED BY: U1
DATE: DATE:
NOTEZATION PLAN
COP'l [---! E 1\1 T'-.-- CAJ'

NOTE: Use your Lagoon Design Documentation to fill the Permit renewal table for total Design capacity, der
and redline Freeboard. This calculator is ONLY AN ESTIMATE of these entries in cases where no lagoon
design documentation exist. Using this calculator when design documentation exists is considered supplyinc
false information and any relevant penalties will be applicable.
FAl If irriaulariv shatfed lagoon or total denth and Side slanes iinknnwn Ipava fnllnwinn d rcllc hlank
Lagoon Length
280
Lagoon Width -->
165
Total lagoon De th -->
9.5
Lagoon Side Slope (HorizontalUVertical) -->
3
B Using a Filled Lagoon Sludge Survey Form A endix 1 enter the following values
F. Lagoon Surface Area
I. At time of Sludge survey, also measure the distance from the Maximum Liquid Level to the Present Liquid Level (measure
at the lagoon gauge pole) --> 1
J. Determine the distance from the top of the bank to the Maximum Liquid Level -->
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the lagoon bottom (useI
lagoon management plan or other lagoon records) - > 6.9
Output
Side Slope
J2, , �� � Total lagoon Depth
16 �j Estimated Surface Area (Square Feet)
J Bottom Area
Total Capacity of Storage Lagoon Structure (Cubic Feet)
Design Freeboard "Redline"
3
9.5
46,200
24,084
328.196
199

OPERATION & MAINTENANCE PLAN
Proper lagoon 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 a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available
in the lagoon for future wet periods. In the later 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 irrigated 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 fertilized applied
should be based on a soils test, but in the event that it is not practical to obtain a
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 800 pounds per acre of 10-10-10, or equivalent.
Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the
lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should
include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
1. settlement, cracking, or "jug" holes
2. side slope stability -- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or 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 of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow 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 occur 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 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 / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
■ Don not pump the lagoon liquid level lower than 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:
5

• proper lagoon sizing,
mechanical solids separation of flushed waste,
gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
have more nutrients,
have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
■ Mix the sludge and lagoon liquid with a chopper - agitator impeller pump through large
- bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and
crop requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag -line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge
can be removed without liner injury. If the liner is damaged it must be repaired as soon
as possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal
content than liquid. Because of this it should probably be applied to land with low
phosphorus and metal levels, as indicated by a soil test, and incorporated to reduce the
chance of erosion. Note that if the sludge is applied to fields with very high soil -test
phosphors, 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.
7

ROY COOPER
Gewernor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Dfreetor
¢+"Wsry
�T Y
NORTH CAROLINA
£nvtromnentalQua try
February 27, 2019
Ray Williams
Williams Hog Farm
1789 Bass Lake Rd
Roseboro, NC 28382
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, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at http ://dgg.nc.g vim/about/divisionsLwater-resources-twQtg:-quality=ree•orgd-onerations/afb or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage
under
the State
Non -Discharge General Permits. you must submit an application for
permit coverage to the Division. Enclosed
you will find a
"Request for Certificate of Coverage Facility
Currently Covered by an
Expiring State Non -Discharge General Permit." The
application form must be completed, signed and
returned by April 3. 2919.
Please note_ that you must include one
I copy
of the
Certified Anima[ Waste Mana ement
PIan CAWMP with the
completed and signed— application form.
A list
of items
_included in the CAWMP can be found.
on Rage 2,nf the renewal
application fortrr.
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 NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
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 919-707-9100.
Sincerely,
A 4� ' �
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Fayetteville__Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820672
Mu h -Brawn LLG
Nortt4 Caro sae L?eparttnent�i £a+nronmenteA Qaefrty I 6:vs.oa of Watw R9SoUrors
512 N S&Abury St 1 1636 Mop+ Saves Centef I Re*-9h, North Ceralin* 27699.1636
"' 919.707 9000

,q]. �/1-10 P�.-) JS ?d )0
Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Ray & Kim Williams
Kim Williams
1789 Bass Lake Road
Roseboro, NC 28382
[phone]
02-17-2003
This plan has been developed by:
Greer Moore
Premium Standard Farms
Premium Standard Farms
424 Railroad Street
Clinton, NC 28328
Clinton, NC 28328
(910) 59 -2104
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.
Signature (owner)
Date
IL, u —
--a/ t -, /D 3
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: • -� 7 a
T cluucal Specialist Signature Date
664021 Database Version 2.0 Date Printed: 02-17-2003 Cover Page 1

Nutrients q)plied in accordance ,valth 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 4,917,735 gals/year
by a 5,305 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
11327
Incorporated
19452
Injected
21422
Irrigated
12312
Actual PAN Applied
(Pounds)
Actual Volume Applied
(Gallons)
Volume Surplus/Deficit
(Gallons)
Year 1
23,417.43
9,353,883
-4,436,148
Year 2
19,064.83
7,615,276
-2,697,541
--------------------- ------- ---- -------..--------------------�-----=--------v_.._ --------
Note: In source ID, S means standard source, U means user defined source.
664021 Database Version 2.0 Date Printed: 02-17-2003 Source 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 provided for each crop, as well as the crop's P205 Removal Rate. The Leaching Index and the
Phosphorous Loss Assessment Tool (PLAT) Rating is also provided for each field, where available.
If a field's PLAT Rating is High, the planned manure application rate 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.
Planned Crom Summary
Tract
PLAT
Field Rating
Leaching
Index (LI) Soil Series
Crop Sequence
p q
RYE
P205
Removal
(lbs./acre)
2561
P24 Unknown
N/A
Norfolk
Com, Grain
115 bu.
51
Wheat, Grain
60 bu.
33
Soybeans, Double Crop
35 bu.
28
2561
P25 Unknown
N/A
Norfolk
Corn, Grain
115 bu.
51
Wheat, Grain
60 bu.
33
Soybeans, Double Crop
35 bu.
28
2561
P26 Unknown
N/A
Norfolk
Com, Grain
115 bu.
51
Wheat, Grain
60 bu.
33
Soybeans, Double Crop
35 bu.
28
2561
P27 Unknown
N/A
Norfolk
Corn, Grain
115 bu.
51
Wheat, Grain
60 bu.
33
Soybeans, Double Crop
35 bu.
28
2561
P28 Unknown
N/A
]Norfolk
Corn, Grain
115 bu.
51
Wheat, Grain
60 bu.
33
Soybeans, Double Crop
35 bu.1
28
2561
P29 Unknown
N/A
Norfolk
Corn, Grain
115 bu.
51
Wheat, Grain
60 bu.
33
Soybeans, Double Crop
35 bu.
28
2561
P30 Unknown
N/A
Norfolk
Com, Grain
115 bu.
51
Wheat, Grain
60 bu.
33
Soybeans, Double Crop
35 bu.
28
2736
PH Unknown
N/A
[Norfolk
Com, Grain
115 bu.
51
Wheat, Grain
60 bu.
33
Soybeans, Double Crop
35 bu.
28
2736
P12 Unknown
N/A
Norfolk
Corn, Grain
115 bu.
51
Wheat, Grain
60 bu.
33
Soybeans, Double Crop
35 bu.
28
2736
P13 Unknown
N/A
iNorfolk
Com, Grain
115 bu.
51
Wheat, Grain
60 bu.
33
Soybeans, Double Crop
35 bu.
28
2736
P14 Unknown
N/A
Norfolk
Corn, Grain
115 bu.
51
Wheat, Grain
60 bu.
33
.... ............. .
14021 Database Version 2.0 Date Printed: 02-17-2003 PCS Page 1 of 3
NOTE: Symbol * means user entered data.

fannedCrow
Summa>I
Tract
Field
PLAT
Rating
Leaching
Index (LI)
Soil Series
CropSe
Sequence
RYE
P205
Removal
(]bs./acre)
Soybeans, Double Crop
35 bu.
28
2736
P15
Unknown
N/A
Norfolk
Corn, Grain
115 bu.
51
Wheat, Grain
60 bu.1
33
Soybeans, Double Crop
35 bu.!28
2736
P16
Unknown
N/A
]Norfolk
Com, Grain
115 bu.
51
Wheat, Grain
60 bu.
33
Soybeans, Double Crop
35 bu.
28
2736
P17
Unknown
N/A
Norfolk
Corn, Grain
115 bu.
51
Wheat, Grain
60 bu.
33
Soybeans, Double Crop
35 bu.
28
2736
P18
Unknown
N/A
Norfolk
Corn, Grain
115 bu.
51
Wheat, Grain
60 bu
33
Soybeans, Double Crop
35 bu.
28
2736
P19 Unknown
N/A
Norfolk
Corn, Grain
115 bu.
51
Wheat, Grain
60 bu.
33
Soybeans, Double Crop
35 bu.
28
2736
P20 Unknown
N/A
Norfolk
Corn, Grain
115 bu.
51
Wheat, Grain
60 bu.
33
Soybeans, Double Crop
35 bu.
28
2736
P21 Unknown
N/A
Norfolk
Corn, Grain
115 bu.
51
Wheat, Grain
60 bu.
33
Soybeans, Double Crop
35 bu.
28
2736
P22 Unknown
N/A
:Norfolk
Corn, Grain
115 bu.
51
Wheat, Grain
60 bu.
33
Soybeans, Double Crop
35 bu.
28
2736
P23 Unknown
N/A
Norfolk
Corn, Grain
115 bu.
51
Wheat, Grain
60 bu.
33
Soybeans, Double Crop
35 bu.
28
3766
P1 Unknown
N/A
Autrvville
Small Grain Overseed
1.0 Tons
18
Hybrid Bermudagrass Hay
5.5 Tons
76
3766
P 10 Unknown
N/A
Norfolk
Corn, Grain
115 bu.
51
Wheat, Grain
60 bu.
33
Soybeans, Double Crop
35 bu.
28
3766
P2 Unknown
N/A
Autrvville
Small Grain Overseed
1.0 Tons
18
Hybrid Bermudagrass Hay
5.5 Tons
76
3766
P3 (a) Unknown
N/A
Autrvville
Small Grain Overseed
1.0 Tons
18
Hybrid Bermudagrass Hay
5.5 Tons
76
3766
P3(b) Unknown
N/A
Autrvville
Corn, Grain
85 bu.
37
Wheat, Grain
45 bu.
25
Soybeans, Double Crop
25 bu.1
20
021 Database Version 2.0 Date Printed: 02-17-2003 PCS Page 2 of 1. 3
NOTE: Symbol * means user entered data

1�1t�IT11�(� [:J�,S_SI-1111n�aly
PLAT
i
Leaching
ng
P205
Tract
Field Rating
Index
Soil Series
_
Crop Sequence
p Q
RYE
Removal
(]bs./acre)
3766
P4(a) Unknown
N/A
Autryville
Small Grain Overseed
1.0 Tons
18
Hybrid Bermudagrass Hay
5.5 Tons
76
3766
P4(b) Unknown
N/A
Autryville
Corn, Grain
85 bu.
37
Wheat, Grain
45 bu.
25
Soybeans, Double Crop
25 bu.
20
3766
P5(a) Unknown
N/A
Autryville
Small Grain Overseed
1.0 Tons
18
Hybrid Bermudagrass Hay
5.5 Tons
76
3766
P5(b) Unknown
N/A
Autryville
Corn, Grain
85 bu.
37
Wheat, Grain
45 bu.
25
Soybeans, Double Crop
25 bu.
20
3766
P6 Unknown
N/A
Autryville
Corn, Grain
85 bu.
37
Wheat, Grain
45 bu.
25
Soybeans, Double Crop
35 bu.
28
3766
P7 Unknown
N/A
Norfolk
Corn, Grain
115 bu.
51
Wheat, Grain
60 bu.
33
Soybeans, Double Crop
35 bu.
28
3766
P8 Unknown
N/A
INorfolk
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Double Crop
35 bu.
376G
P9 Unknown
N/A
ur(vlk
Corn, Grain
115 bu.
128
Wheat, Grain
60 bu.
Soybeans, Double Crop
35 bu.
LI
Potential Leaching
Technical Guidance
Low potential to contribute to
None
< 2
soluble nutrient leaching below the
root zone.
> = 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
<= 10
soluble nutrient leaching below the
.root zone.
High potential to contribute to
Nutrient Management (590) should be planned. Other conservation practices that improve
soluble nutrient leaching below the
the soils available water holding capacity and improve nutrient use efficiency should be
> 10
root zone.
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Tenn No Jill (778), and edge -of -field practices such as Filter Strips (393) and
riparian Forest Buffers (3911).
i4021 Database Version 2.0 Date Printed: 02-17-2003 PCS Page 3 of 3
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.
Depending on the requirements of the crop and the nutrient content of the waste, some nutrients will likely be over or under applied if animal waste is being
utilized. Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being applied Soil tests should be used
to balance the nutrient application amounts with the realistic yields of the crop to be grown. Nutrient management plaits 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.
Source
I
Total
Use.
act
Field
I.D.
Soil Series
Acre
I Acres
2561
P24
S7
Norfolk
1.72
1.72
Com, Grain
2561
P24
S7
Norfolk
1.72
1.72
Wheat, Grain
2561
P25
S7
Norfolk
4.04
4.04
Corn, Grain
2561
P25
S7
Norfolk
4.04
4.04
Wheat, Grain
2561
P26
S7
Norfolk
3.98
3.98
Corn, Grain
2561
P26
S7
Norfolk
3.98
3.98
Wheat, Grain
2561
P27
S7
Norfolk
4.43
4.43
Corn, Grain
2561
P27
S7
Norfolk
4.43
4.43
Wheat, Grain
2561
P28
S7
Norfolk
3.07
3.07
Corn, Grain
2561
P28
S7 1
Norfolk
3.07
3.07
Wheat, Grain
2561
P29
S7 I
Norfolk
2.07
2.07
Com, Grain
........... .... ... .-•---•-----------------------
664021 Database Version 2.0
Nitrogen Comm. Res.
PA Fert. (lbs/A)
Nutrient Nutrient
Req'd Applied
Applic.
Applic.
RYE
Period
N
N
N
Method
115 bu.
2/15-6/30
131
0
20
Irrig.
60 bu.
9/1-3/31
125
0
0
Irrig.
115 bu.
2/15-6/30
131
0
20
Irrig.
60 bu.
9/1-3/31
125
01
0
Irrig.
115 bu.
2/15-6/30
131
0
20
brig.
60 bu.
9/1-3/31
125
0
0
Irrig.
115 bu.
2/15-6/30
131
0
20
Irrig.
60 bu.
9/1-3/31
125
0
0
Irrig.
115 bu.
2/15-6/30
131
0
20
brig.
60 bu.
9/1-3/31
125
0
0
brig.
115 bu.
2/15-6/30
131
0
20
brig.
4
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
1000
lbs/A
gal/A
tons
1000 gals
tons
111
44.34
0
76.26
0.00
75
29.96
0
51.53
0.00
i
1111
44.34
0
179.17
0.00
75
29.96
0
121.06
0.00
ill
44.34
0
176.60
0.00
75
29.96
0
119.32
0.00
ill
44.34
0
196.64
0.00
75
29.96
0
132.86
0.00
ill
44.34
0
135.90
0.00
75
29.96
0
91.82
0.00
111
44.34
0
91.91
0.00
------------------ _.----------- --•--•---------- _ --- ----------- --- - - - -
Date Printed: 2/17/2003
WUT Page 1

Nitrogen
Comm.
Res.
Manure
PA
Fert.
(lbs/A)
PA
Nutrient
Nutrient
Nutrien
Req'd
Applied
ADpliec
I
Source
Total
Use.
Applic.
Applic.
Tract
Field
I.D.
Soil Series
Acre
Acres
Crop
RYE
Period
N
N
N
tilcffiod
lbs/A
2561
P29
S7
Norfolk
2.07
2.07
Wheat, Grain
60 bu.
9/1-3/31
125
0
0
Irrig.
75
2561
P30
S7
Norfolk
1.31
1.31
Com, Grain
115 bu.
2/15-6/30
131
0
20
Irrig.
111
2561
P301
S7
Norfolk
1.31
1.31
Wheat, Grain
60 bu.
9/1-3/31
125
0
0
Irrig.
75
2736
PH
S7
Norfolk
5.66
5.66
Com, Grain
115 bu.
2/15-6/30
131
0
20
Irrig.
ill
2736
PH
S7
Norfolk
5.66
5.66
Wheat, Grain
60 bu.
9/1-3/31
125
0
0
Irrig.
75
2736
P12
S7
Norfolk
6.10
6.10
Com, Grain
115 bu.
2/15-6/30
131
0
20
Irrig.
ill
2736
P12
S7
Norfolk
6.10
6.10
Wheat, Grain
60 bu.
9/1-3/31
125
0
0
Irrig.
75
2736
P13
S7
Norfolk
5.86
5.86
Com, Grain
115 bu.
2/15-6/30
131
0
20
Irrig.
ill
2736
P13
S7
Norfolk
5.86
5.86
Wheat, Grain
60 bu.
9/1-3/31
125
0
0
Irrig.
75
2736
P14
S7
Norfolk
5.77
5.77
Corn, Grain
115 bu.
2/15-6/30
131
0
201
Irrig.
ill
2736
P14
S7
Norfolk
5.771
5.77
Wheat, Grain
60 bu.
9/1-3/31
125
0
0
Irrig.
75
2736
P15
S7
iNorfolk
5.99
5.99
Corn, Grain
115 bu.
2/15-6/30
131
0
20
Irrig.
ill
2736
P15
S7
Norfolk
5.99
5.99
Wheat, Grain
60 bu.
9/1-3/31
125
0
0
Irrig.
75
2736
P16
S7
Norfolk
6.06
6.06
Com, Grain
115 bu.
2/15-6/30
131
0
20
Irrig.
ill
2736
P16
S7
Norfolk
6.06
6.06
Wheat, Grain
60 bu.
9/1-3/31
125
0
0
Irrig.
75
2736
P17
S7
Norfolk
6.02
6.02
Corn, Grain
115 bu.
2/15-6/30
131
0
20
Irrig.
ill
2736
P17
S7
Norfolk
6.021
6.02
Wheat, Grain
60 bu.
9/1-3/31
125
0
0
Irrig.
75
2736
P18
S7
Norfolk
6.02
6.02
Com, Grain
115 bu.
2/15-6/30
131
0
20
Irrig.
ill
2736
P18
S7
Norfolk
6.02
6.02
Wheat, Grain
60 bu.
9/1-3/31
125
0
0
Irrig.
75
2736
P19
S7
Norfolk
2.58
2.58
Com, Grain
115 bu.
2/15-6/30
131
0
20
Irrig.
111
2736
P19
S7
Norfolk
�2.582.58
Wheat, Grain
60 bu.
9/1-3/31
125
0
0
Irrig.
75
2736
P20
S7
Norfolk
Corn, Grain
115 bu.
2/15-6/30
131
0
20
Irrig.
ill
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
1000
gal/A
tons
1000 gals
tons
29.96
0
62.10
0.00
0.00
44.34
0
58.04
29.96
0
39.22
0.00
44.34
0
250.73
0.00
29.96
0
169.41
0.00
44.34
0
270.28
0.00
29.96
0
182.62
0.00
44.34
0
259.64
0.00
29.96
0
175.43
0.00
44.34
0
255.70
0.00
29.96
0
172.77
0.00
44.341
0
265.50
0.00
29.96
01
179.39
0.00
44.34
0
268.78
0.00
29.96
0
181.61
0.00
44.34
0
266.83
0.00
29.96
0
180.29
0.00
44.34
0
266.83
0.00
29.96
0
180.29
0.00
44.34
0
114.53
0.00
29.96
0
77.38
0.00
44.34
0
138.02
0.00
-- --.�...... --- --------- -------------------------------------------•--•----------------••---------------....._-.------------------------ =---------------------
tabase 664021 D
Version 2.0 Date Printed: 2/17/2003 WUT Page 2

Waste
U'tibntion
Table
Year
Nitrogen
PA
Comm.
Fert.
Res.
(lbs/A)
Manure
PA
Liquid
Manure
Solid
Manure
Liquid
Manure
Solid
Manure
Tract
2736
Field
P20
Source
I.D.
S7
Soil Series
Norfolk
Total
Acre
3.11
Use.
Acres
3.11
Crop
Wheat, Grain
RYE
60 bu.
Applic.
Period
9/1-3/31qI
Nutrient
Req'd
lhc/ 1
Nutrient
Applied
c/ 1
Applic.
APPIod
Irrig.
Nutrient
Applied
Applied
(acre)
Applied
(acre)
Applied
(Field)
Applied
(Field)
N
N
0
N
0
lbs/A
75
1000
2000al/A
29.96
tons
0
€00{ ;:I:
93.26
tons
0.00
2736
P21
S7
Norfolk
4.15
4.15
Corn, Grain
115 bu.
2/15-6/30
0
20
Irrig.
111
44.34
0
183.83
0.00
2736
P21
S7
Norfolk
4.15
4.15
Wheat, Grain
60 bu.
9/1-3/31
0
0
Irrig.
75
29.96
0
124.21
0.00
2736
P22
S7
Norfolk
2.54
2.54
Corn, Grain
115 bu.
2/15-6/30
0
20
Irrig.
111
44.34
0
112.75
0.00
2736
P22
S7
Norfolk
2.54
2.54
Wheat, Grain
60 bu.
9/1-3/31
0
0
Irrig.
75
29.96
0
76.18
0.00
2736
P23
S7
Norfolk
0.76
0.76
Corn, Grain
115 bu.
2/15-6/30
0
20
Irrig.
ill
44.34
0
33.70
0.00
2736
P23
S7
Norfolk
0.76
0.76
Wheat, Grain
60 bu.
9/1-3/31
0
0
Irrig.
75
29.96
0
22.77
0.00
-3766
PI
S7
Autryville
3.25
3.25
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0
64.91
0.00
-3766
P1
S7
Autryville
3.25
3.25
Hybrid Bennudagrass Hay
5.5 Tons
*3/1-9/30
269
0
0
Irrig.
269
107.45
0
349.21
0.00
-3766
-_-Pi'0
-Q7
1
30
-0
-?.Q
1m
4
-- 4+34
----3-733
M
-
Al
4
--b
_0
-.
it;�.
7
--2%96
-- -
^ - - 15.23-
- - 9.00
0
Irrig.
19.97
-3766
P2
S7
Autryville
4.17
4.17
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
50
0
83.24
0.00
-3766
P2
S7
Autryville
4.17
4.17
Hybrid Bennudagrass Hay
5.5 Tons
*3/1-9/30
269
0
0
Irrig.
269
107.45
0
447.85
0.00
3766
P3 (a)
S7
Autryville
2.60
2.60
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0
51.93
0.00
-3766
P3 (a)
S7
Autryville
2.60
2.60
Hybrid Bennudagrass Hay
5.5 Tons
*3/1-9/30
269
0
0
Irrig.
269
107.45
0
279.37
0.00
3766
P3(b)
S7
Autryville
2.231
2.23
Corn, Grain
85 bu.
2/15-6/30
104
0
20
Irrig.
-84
33.55
0
74.99
0.00
-•-3766
P3(b)
S7
Autryville
2.23
2.23
Wheat, Grain
45 bu.
9/1-3/31
104
0
0
Irrig.
62
24.93
01
55.71
0.00
-3766
P4(a)
S7
Autryville
2.60
2.60
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0
51.93
0.00
3766
P4(a)
S7
Autryville
2.60
2.60
Hybrid Bennudagrass Hay
5.5 Tons
*3/1-9/30
269
0
0
Irrig.
269
107.45
0
279.37
0.00
3766
P4(b)
S7
Autryville
2.60
2.60
Corn, Grain
85 bu.
2/15-6/30
104
0
20
Irrig.
84
33.55
0
87.24
0.00
3766
P4(b)
S7
Autryville
2.60
2.60 1
Wheat, Grain
45 bu.
9/1-3/31
104
0
0
Irrig.
62
24.93
01
64.81 1
0.00
3766
P5(a)
S7 I
Autryville
1.16
1.16
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0
23.09
0.00
.................•---------------.:-------------••-._.-- ----•-•------------------.-----.-------------------------------------- -•------------- a-------
664021 Database Version 2.0 Date Printed: 2/17/2003
..---------
WUT Page 3

Waste
Utilization
Table
Year
I
Nitrogen
Comm.
Res.
Manure
Liquid
Solid
Liquid
Solid
PA
Fert.
(lbs/A)
PA
Manure
Manure
Manure
Manure
Nutrient
Nutrient
Nutrient
Applied
Applied
Applied
Applied
Req'd
e
Applied
Applied
+
(acre)
(acre)
(Field)
(Field)
Source
Total
Use.
Applic.
Applic.
1000
Tract
Field
I.D.
Soil Series
Acre
Acres
Crop
RYE
I Period
N
N
N
Method
lbs+A
gal/A I
tons
1000 .gals
I tons
-3766
P5(a)
S7
Autryville
1.16
1.16
Hybrid Bermudagrass Hay
5.5 Tons
*3/1-9/30
269
0
0
Irrig.
269
107.45
0
124.21
1 0.00
--3766
P5(b)
S7
Autryville
4.60
4.60
Corn, Grain
85 bu.
2/15-6/30
104
0
20
Irrig.
84
33.55
0
154.45
0.00
-3766
P5(b)
S7
Autryville
4.60
4.60
Wheat, Grain
45 bu.
9/1-3/31
104
0
0
Irrig.
62
24.93
0
114.73
0.00
3766
P61
S7
Autryville
5.97
5.97
Com, Grain
85 bu.
2/15-6/30
.104
0
20
Irrig.
84
33.55
0
200.25
0.00
3766
P6
S7
Autryville
5.97
5.97
Wheat, Grain
45 bu.
9/1-3/31
104
0
0
Irrig.
62
24.93
0
148.75
0.00
3766
P7
S7
Norfolk
3.32
3.32
Corn, Grain
115 bu.
2/15-6/30
131
0
20
Irrig.
111
44.34
0
147.11
0.00
3766
P7
S7
Norfolk
3.32
3.32
Wheat, Grain
60 bu.
9/1-3/31
125
0
0
Irrig.
75
29.96
0
99.40
0.00
3766
P8
S7
Norfolk
3.08
3.08
Com, Grain
115 bu.
2/15-6/30
131
0
20
Irrig.
1111
44.34
0
136.34
0.00
3766
P8
S7
Norfolk
3.03
3.08
Wheat, Grain
60 bu.
9/1-3/31
125
0
0
Irrig.
75
29.96
0
92.12
0.00
S7 Norfolk 60 b -
_0,0
Total Applied, 1000 gallons
9,353.88
`- I g rj,'7
Lagoon Liquids
Total Produced, 1000 gallons
4,917.74
Balance, 1000 gallons
4, 15
--- 9,
Total Applied, tons
0.00
Manure Solids
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.
_,....----------------------------------------------- ......__..-..-...--•--..-..-----_--------------------•---•----------------•-------. .. _...- ---..__.._-...-•---.------------------------•-------
664021 Database Version 2.0 Date Printed. 2/17/2003 WUT Page 4
c1et,41,
-S-1

Waste
Utilization
Table
Vear
2
Nitrogen
Conan.
Res.
Manure
Liquid
Solid
Liquid
Solid
PA
Fert.
(lbs/A)
PA
Manure
Manure
Manure
Manure
Nutrient
Nutrient
Nutrient
Applied
Applied
Applied
Applied
Req'd
Applied
Applied
(acre)
(acre)
(Field)
(Field)
I
Tract
Field
Source
I.D.
Soil Series
Total
Acre
Use.
Acres
Crop
RYE
Applic.
Period
Applic.
I Method
N
I N
N
%v
lbs/A
1000
I eal/A
tons
1000 gals
tons
2561
P24
S7
Norfolk
1.72
1.72
Wheat, Grain
60 bu.
9/1-3/31
125
0
0
Irrig.
50
19.97
0
34.35
0.00
2561
P24
S7
Norfolk
1.72
1.72
Soybeans, Double Crop
35 bu.
4/1-9/15
*92
0
0
Irrig.
92
36.75
0
63.21
0.00
2561
P25
S7
Norfolk
4.04
4.04
Wheat, Grain
60 bu.
9/1-3/31
125
0
0
Irrig.
50
19.97
0
80.71
0.00
2561
P25
S7
Norfolk
4.04
4.04
Soybeans, Double Crop
35 bu.
4/1-9/15
*92
0
0
Irrig.
92
36.75
0
148.50
0.00
2561
P26
S7
Norfolk
3.98
3.98
Wheat, Grain
60 bu.
9/1-3/31
125
0
0
Irrig.
50
19.97
0
79.55
0.00
2561
P26
S7
Norfolk
3.98
3.98
Soybeans, Double Crop
35 bu.
4/1-9/15
*92
0
0
Irrig.
92
36.75
0
146.37
0.00
2561
P27
S7
Norfolk
4.43
4.43
Wheat, Grain
60 bu.
9/1-3/31
125
0
0
Irrig.
50
19.97
0
88.581
0.00
2561
P27
S7
Norfolk
4.43
4.43
r Soybeans, Double Crop
35 bu.
4/1-9/15
*92
0
0
Irrig.
92
36.75
0
162.98
0.00
2561
P28
S7
Norfolk
3.07
3.07
Wheat, Grain
60 bu.
9/1-3/31
125
0
0
Irrig.
50
19.97
0
61.21
1 0.00
2561
P28
S7
Norfolk
3.07
3.07
Soybeans, Double Crop
35 bu.
4/1-9/15
*92
0
0
Irrig.
92
36.75
0
112.63
0.00
2561
P29
S7
Norfolk
2.07
2.07
Wheat, Grain
60 bu.
9/1-3/31
125
0
0
Irrig.
50
19.97
0
41.40
0.00
2561
P29
S7
Norfolk
2.07
2.07
Soybeans, Double Crop
35 bu.
4/1-9/15
*92
0
0
Irrig.
I 92
36.75
0
76.18
0.00
2561
P30
S7
Norfolk
1.31
1.31
Wheat, Grain
60 bu.
9/1-3/31
125
0
0
Irrig.
50
19.97
0
26.14
0.00
2561
P30
S7
Norfolk
1.31
1.31
Soybeans, Double Crop
35 bu.
4/1-9/15
*92
0
0
Irrig.
92
36.75
0
48.10
0.00
2736
Pl l
S7
Norfolk
5.66
5.66
Wheat, Grain
60 bu.
9/1-3/31
125
0
01
Irrig.
50
19.97
0
112.94
0.00
2736
PH
S7
Norfolk
5.66
5.66
Soybeans, Double Crop
35 bu.
4/1-9/15
*92
0
0
Irrig.
92
36.75
0
207.81
0.00
2736
P121
S7
Norfolk
6.101
6.10
Wheat, Grain
60 bu.
9/1-3/31
125
0
0
Irrig.
50
19.97
0
121.75
0.00
2736
P12
S7
Norfolk
6.10
6.10
Soybeans, Double Crop
35 bu.
4/1-9/15
*92
0
0
brig.
92
36.75
0
224.02
0.00
2736
P13
S7
Norfolk
5.86
5.86
Wheat, Grain
60 bu.
9/1-3/31
125
0
0
Irrig.
50
19.97
0
116.96
0.00
2736
P13
S7
Norfolk
5.86
5.86
Soybeans, Double Crop
35 bu.
4/1-9/15
*92
0
0
Irrig.
92
36.75
0
215.20
0.00
2736
P14
S7
Norfolk
5.77
5.77
Wheat, Grain
60 bu.
9/1-3/31 1
125
0
0
Irrig.
50
19.97
0
115.18
0.00
2736
P14•
S7
Norfolk
5.77
5.77
Soybeans, Double Crop
35 bu.
4/1-9/15
*92
0
0
Img.
92
36.75
0
211.93
0.00
......-_---------------- ------------------------------------ ----•-•---•-•-•-•-------•-•-•---•-- --- - ----------- ­-- --------- :._--.-- - -- - --- -- --..-------•--- -----
664021 Database Version 2.0 Date Printed: 2/17/2003 WUT Page 5

Source
I
Total
Use.
I
'ract
Field
I.D.
Soil Series
Acre
Acres
Crop
2736
P15
S7
Norfolk
5.99
5.99
Wheat, Grain
2736
P15
S7
Norfolk
5.99
5.99
Soybeans, Double Crop
2736
P16
S7
Norfolk
6.06
6.06
Wheat, Grain
2736
P16
S7
Norfolk
6.06
6.06
Soybeans, Double Crop
2736
P17
S7
Norfolk
6.02
6.02
Wheat, Grain
2736
P17
S7
Norfolk
6.02
6.02
Soybeans, Double Crop
2736
P18
S7
Norfolk
6.02
6.02
Wheat, Grain
2736
P18
S7
Norfolk
6.02
6.02
Soybeans, Double Crop
2736
P19
S7
Norfolk
2.58
2.58
Wheat, Grain
2736
P19
S7
Norfolk
2.58
2.58
Soybeans, Double Crop
2736
P20
S7
Norfolk
3.11
3.11
Wheat, Grain
2736
P20
S7
Norfolk
3.11
3.11
Soybeans, Double Crop
2736
P21
S7
Norfolk
4.15
4.15
Wheat, Grain
2736
P21
S7
Norfolk
4.15
4.15
Soybeans, Double Crop
2736
P22
S7
Norfolk
2.54
2.54
Wheat, Grain
2736
P22
S7
Norfolk
2.54
2.54
Soybeans, Double Crop
2736
P23
S7
Norfolk
0.76
0.76
Wheat, Grain
2736
P231
S7
Norfolk
0.76
0.76
Soybeans, Double Crop
-3766
P1
S7
Autryville
3.25
3.25
Small Grain Overseed
-3766
P1
S7
Autryville
3.25
3.25
Hybrid Bermudagrass H
3766
orfo
n Q
tea,-r,S, -----
Applic.
Nitrogen
PA
Nutrient
Req'd
(lhq/ )
Comm.
Fert.
Nutrient
Applied
( q/A
Res.
(lbs/A)
Applic.
Manur(
PA
Nutrien
Applie(
RYE
Period
N
N
N
Nl�shod
lbs/A
60 bu.
9/1-3/31
125
0
0
Irrig.
5(
35 bu.
4/1-9/15
*92
0
0
Irrig.
9:
60 bu.
9/1-3/31
125
0
0
Irrig.
5(
35 bu.
4/1-9/15
*921
0
0
Irrig.
9:
60 bu.
9/1-3/31
125
0
0
Irrig.
5(
35 bu.
4/1-9/15
*92
0
0
Irrig.
91
60 bu.
9/1-3/31
125
0
0
Irrig.
5(
35 bu.
4/1-9/15
*92
0
0
Irrig.
9'
60 bu.
9/1-3/31
125
0
0
Irrig.
5(
35 bu.
4/1-9/15
*92
0
0
Irrig.
9:
60 bu.
9/1-3/31
125
0
0
Irrig.
5(
35 bu.
4/1-9/15
*921
0
0
Irrig.
92
60 bu.
9/1-3/31
125
0
0
brig.
5(
35 bu.
4/1-9/15
*92
0
0
Irrig.
92
60 bu.
9/1-3/31
125
0
0
Irrig.
5C
35 bu.
4/1-9/15
*92
0
0
Irrig,
92
60 bu.
9/1-3/31
1251
0
01
Irrig.
5C
35 bu.
4/1-9/15
*92
0
0
Irrig.
92
1.0 Tons
10/1-3/31
50
0
0
Irrig.
5C
5.5 Tons
*3/1-9/30
269
0
0
Irrig.
269
Liquid
Solid
Liquid
Solid
Manure
Manure
Manure
Manure
Applied
Applied
Applied
Applied
(acre)
(acre)
(Field)
(Field)
1000
g311A
tons
1000 gals
tons
19.97
0
119.59
0.00
36.75
0
220.05
0.00
19.97
0
121.07
0.00
36.75
0
222.77
0.00
0
120.19
0.00
19.97
221.15
0.00
36.75
0
19.97
0
120.19
0.00
0.00
36.75
0
221.15
19.97
0
51.59
0.00
36.75
0
94.92
0.00
19.97
0
62.17
0.00
36.75
0
114.40
0.00
19.97
0
82.80
0.00
36.75
0
152.36
0.00
19.97
0
50.79
0.00
36.75
0
93.451
0.00
19.97
0
15.18
0.00
36.75
0
27.93
0.00
19.97
0
64.91
0.00
107.45
0
349.21
0.00
_.._--.---__•-------------•----_----------------._----------••-----------------"'•--..---_.-....-•---._-_._-_-_-__--------..---_---_--•---...«---------------•--------------------------------_-----.-..----.---• 1
664021 Database Version 2.0 Date Printed: 2/17/2003 WUT Page 6

Waste
Utilization
Table
Year
2
Nitrogen
PA
Comm.
Fert.
Res.
(lbs/A)
Manure
PA
Liquid
Manure
Solid
Manure
Liquid
Manure
Solid
Manure
Nutrient
Nutrient
Nutrient
Applied
Applied
Applied
Applied
Req'd
Applied
Applied
(acre)
(acre)
(Field)
(Field)
Tract
-3766
I Field
P2
Source
I.D.
S7
I Soil Series
Autryville
Total
Acre
4.17
Use.
Acres
4.17
Crop
Small Grain Overseed
RYE
1.0 Tons
Applic.
Period
10/1-3/31
Applic.
Method
Irrig.
N
50
N
0
N I
0
lbs/A
50
1000
gal/A
19.97
tons
0
1000 eals
83.24
tons
0.00
-3766
P2
S7
Autryville
4.17
4.17
Hybrid Bermudagrass Hay
5.5 Tons
*3/1-9/30
269
0
0
Irrig.
269
107.45
0
447.85
0.00
--3766
P3 (a)
S7
Autryville
2.60
2.60
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0
51.93
0.00
--3766
P3 (a)
S7
Autryville
2.60
2.60
Hybrid Bermudagrass Hay
5.5 Tons
*3/1-9/30
269
0
0
Irrig.
269
107.45
0
279.37
0.00
-3766
P3(b)
S7
Autryville
2.23
2.23
Wheat, Grain
45 bu.
9/1-3/31
104
0
0
Irrig.
42
16.62
0
37.14
0.00
-3766
P3(b)
S7
Autryville
2.23
2.23
Soybeans, Double Crop
25 bu.
4/1-9/15
*72
0
0
Irrig.
72
28.76
0
64.28
0.00
3766
P4(a)
S7
Autryville
2.60
2.60
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0
51.93
0.00
3766
P4(a)
S7
Autryville
2.60
2.60
Hybrid Bennudagrass Hay
5.5 Tons
*3/1-9/30
269
0
Oi
Img.
269
107.45
p
279.37
0.00
3766
P4(b)
S7
Autryville
2.60
2.60
Wheat, Grain
45 bu.
9/1-3/31
104
0
0
Irrig.
42
16.62
0
43.20
0.00
-3766
P4(b)
S7
Autryville
2.60
2.60
Soybeans, Double Crop
25 bu.
4/1-9/15
*72
0
0
Irrig.
72
28.76
01
74.78
0.00
3766
P5(a)
S7
Autryville
1.16
1.16
Small Grain Overseed
1.0 Tons
10/1-3/31
501
0
0
Irrig.
50
19.97
0
23.09
0.00
3766
P5(a)
S7
Autryville
1.16
1.16
Hybrid Bermudagrass Hay
5.5 Tons
*3/1-9/30
269
0
0
Irrig.
269
107.45
0
124.21
0.00
3766
P5(b)
S7
Autryville
4.60
4.60
Wheat, Grain
45 bu.
9/1-3/31
104
0
01
Irrig.
42
16.62
0
76.49
0.00
3766
P5(b)
S7
Autryville
4.60
4.60
Soybeans, Double Crop
25 bu.
4/1-9/15
*72
0
0
Irrig.
72
28.76
0
132.38
0.00
-37661
P6
S7
Autryville
5.97
5.97
Wheat, Grain
45 bu.
9/1-3/31
1041
0
0
Irrig.
42
16.62
0
99.17
0.00
3766
P6
S7
Autryville
5.97
5.97
Soybeans, Double Crop
35 bu.
4/1-9/15
*92
0
0
Irrig.
92
36.75
0
219.32
0.00
3766
P7
S7
Norfolk
3.32
3.32
Wheat, Grain
60 bu.
9/1-3/31
125
0
0
Irrig.
50
19.97
0
66.27
0.00
3766
P7
S7
Norfolk
3.32
3.32
Soybeans, Double Crop
35 bu.
4/1-9/15
*92
0
01
Irrig.
92
36.75
0
121.93
0.00
3766
P8
S7
Norfolk
3.08
3.08
Wheat, Grain
60 bu.
9/1-3/31
125
0
0
Irrig.
50
19.97
0
61.41
0.00
3766
P8
S7
Norfolk
3.08
3.08 1
Soybeans, Double Crop
35 bu.
4/1-9/15
*92
0
0
Irrig.
92
36.75
0
113.00
0.00
3766
LL-3/34-
- 125
wImg�_
50
._ � L4 Q7
Q
- 3 .
--- D.,Q_0
�oylseans Houkti
+iS1i14-All=9L15-...
*9^
a-3rc"--.------92
3766
-22
-•-----------------------•----------•---------•----------.-....-...---------------•-•-•--------------------•-•---.._--------.-.-.---•----------,-------------------------------------•- .--•----•----•-•------- ---
664021 Database Version 2.0 Date Printed: 2/17/2003 WUT PaEe 7

mores: i. in me tract column, symbol -- means leased, otherwise, owned.
Manure Liquid Solid
Liquid
Solid
A) PA Manure Manure
Manure
Manure
Nutrient Applied Applied
Applied
Applied
Applied (acre) (acre)
(Field)
(Field)
Applic. 1000
Method lbs/A LJILA tans
1000 pals
I Tons
7,615.28
- [ti
Total Applied, 1000 gallons
4,917.74
Is Total Produced, 1000 gallons
-2, '.54
= , �J
Balance, 1000 gallons
Total Applied, tons
0.00
Is Total Produced, tons
0.00
Balance, tons
0.00
2. Symbol * means user entered data.
- - - -- - - - - .. - - - .. :- - - ` - - - - -----:..:..:..--•---------------••--...----------•--- - . - --- .-------------------------•----
664021 Database Version 2.0 Date Printed: 2/17/2003 WUT Page 8
jP411,`
'20

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 maximum 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
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
2561
P24
Norfolk
0.50
0.96
2561
P25
Norfolk
0.50
0.96
2561
1 P26
Norfolk
0.50
0.96
2561
P27
Norfolk
0.50
0.96
2561
P28
Norfolk
0.50
0.96
2561
P29
Norfolk
0.50
0.96
2561
P30
Norfolk
0.50
0.96
2736
PH
Norfolk
0.50
0.96
2736
P12
Norfolk
0.50
0.96
2736
P13
Norfolk
0.50
0.96
2736
P14
Norfolk
0.50
0.96
2736
P15
Norfolk
0.50
0.96
2736
P16
Norfolk
0.50
0.96
2736
P17
Norfolk
0.50
0.96
2736
P 1 s
Norfolk
0.50
0.96
2736
P19
Norfolk
0.50
0.96
2736
P20
Norfolk
0.50
0.96
2736
P21
Norfolk
0.50
0.96
2736
P22
Norfolk
0.50
0.96
2736
P23
Norfolk
0.50
0.96
3766
P1
Autryville
0.60
0.72
3766
P10
Norfolk
0.50
0.96
3766
P2
Autryville
0.60
0.72
3766
P3 (a)
Autryville
0.60
0.72
3766
P3(b)
Autryville
0.60
0.72
3766
P4(a)
Autryville
0.60
0.72
3766
P4(b)
1 Autryville
0.60
0.72
3766
P5(a)
Autryville
0.60
0.72
3766
P5(b)
Autryville
0.60
0.72
3766
P6
Autryville
0.60
0.72
3766
P7
Norfolk
0.50
0.96
3766
P8
Norfolk
0.50
0.96
3766
P9
Norfolk
0.501
0.96
664021 Database Version 2.0 Date Printed: 02-17-2003 IAF Page 1 of 1

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 realistic 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.
N I P205 I K20 Ca Mg Mn lZn Cu Lime
Y AR (lbs/A) (lbs/A) (lbs/A) (lbs/A (]bs/A) (lbs/A) (lbs/A) (lbs/A) (tons)
Crop
P Removal lRalingL_ f !' BALANCE
NOTE: Symbol * means user entered data.
Date Printed: 02-17-2003 NMR Page 1 of 1

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.
Re aired S it t Values
Lime Recom.
Tract Field Crop pH (tons/acre) Cu-I Copper Recommendation Zn-I Zinc Recommendation
... .-,,-•--------•---•..............------- ---._.....-•-----•----.._------..._...
Date Printed: 02-17-2003 STV Page 1 of 1

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 each 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 betaken 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
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
- 15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
13.16
66.51
133.01
199.52
lay 6 ton R.Y.E.
300
26.32
33.25
66.51
99.76
Soybean 40 bu
160
14.04
62.35
124.70
187.05
.--------- ---------------------------------- ------------------------------------------ ---
664021 Database Version 2.0 Date Printed: 02-17-2003 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.
Available
Waste Storage Capacity
Source Name
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity
Da s
Start Date
10/1
180
Plan Year Month
Available Storage Capacity (Days)
1 1
70
1 2
112
1 3
180
1 4
180
1 5
180
1 6
180
1 7
168
1 8
148
1 9
180
1 10
180
1 11
180
1 12
180
2 1
180
2 2
180
2 3
180
2 4
180
2 5
180
2 6
180
2 7
180
2 8
180
2 9
180
2 10
159
2 11
133
2 12
104
* Available Storage Capacity is calculated as of the end of each month.
--- ------ ---•----------------- --- ------------- --.-------=----------------------------------------------
664021 Database Version 2.0 Date Printed: 02-17-2003
------- -------------------•-------------
Capacity Page 1 of 1

Crop Notes
The following crop note applies to field(s): P 10, P 11, P 12, P 13, P 14, P 15, P 16, P 17, P 18, P 19, P20, P21,
P22, P23, P24, P25, P26, P27, P28, P29,
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 20-301bs/acre N and 20-301bs/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): P3(b), P4(b), P5(b), P6
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.
---------- ----------- -..--.---------------------- ----------.-----
664021 Database Version 2.0 Date Printed: 02-17-2003 Crop --
Note Page
e 1 of 4

The following crop note applies to field(s): P 10, P 11, P 12, P 13, P 14, P 15, P 16, P 17, P 18, P 19, P20, P21,
P22, P23, P24, P25, P26, P27, P28, P29,
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. 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.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 3 0 " rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
The following crop note applies to field(s): P3(b), P4(b), P5(b), P6
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. 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.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-301bs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
664021 Database Version 2.0 Date Printed: 02-17-2003 Crop Note Page 2 of 4

The following crop note applies to field(s): P1, P2, P3 (a), P4(a), P5(a)
Bermudagrass Coastal Plain, 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 1' 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 1001b/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): P1, P2, P3 (a), P4(a), P5(a)
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 301bs/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.
664021 Database Version 2.0 Date Printed: 02-17-2003 Crop Note Page 3 of 4

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Animal Waste Management Systems
Request for Certificate of Coverage
Facility Currently Covered by an Expiring State Non -Discharge General Permit
On September 30, 2014, 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 1, 2014.
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. Facility Number: 820672 and Certificate of Coverage Number: AWS820672
2. Facility Name: Williams Hog Farm
3. Landowner's name (same as on the Waste Management Plan): Ray Williams
4. Landowner's mailing address: 1789 Bass Lake Rd
City/State: Roseboro NC Zip:28382
Telephone Number (include area code): [phone] E-mail: [e-mail]
5. Facility's physical address: _1813 Bass Lake Rd
City: Roseboro State: NC Zip: 28382
6. County where facility is located: Sampson
7. Farm Manager's name (If different than the Landowner):
8. Farm Manager's telephone number (include area code): c$ i d� -Z�9 1 a
9. Integrator's name (if there is not an integrator write "None"): Murphy -Brown LLC
10. Operator in Charge (OIC) name: Kim Williams Telephone Number 'I 4 e:1 — Ali OIC # �1 �5 �- t
11. Lessee's name (if there is not a lessee write "None"):
12. Indicate animal operation type and number:
Swine
Cattle
Dry Poulia
Wean to Finish
Dairy Calf
Non Laying Chickens
Wean to Feeder
Dairy Heifer
Laying Chickens
Farrow to Finish
Milk Cow
Turkeys
Feeder to Finish 5305
Dry Cow
Other
Farrow to Wean
Beef Stocker Calf
Pullets
Farrow to Feeder
Beef Feeder
Turkey Poults
Boar/Stud
Beef Brood Cow
Gilts
Other
Other
Wet Poultry
Horses - Horses
Sheep- Sheep
Non Laying Pullets
Horses - Other
Sheep - Other
Layers
FORM: RENEWAL -STATE GENERAL 03/2014

'Mail one (1) copy of the most recent Waste Utilization Plan (WUP) along with the field maps for this facility with this
.ompleted and signed application as required by NC General Statures 143-215.1OC(d) to the address below. The WUP must
be signed by the owner and a certified technical specialist.
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and the WUP to: [e-mail]
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that, if
all required parts of this application are not completed and that if all required supporting information and attachments are not included,
this application package will be returned to me as incomplete. Note: In accordance with NC General Statutes 143-215.6A and 143-
215.6B, 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.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a corporation,
signature should be by a principal executive officer of the corporation):
Name: 4RV Title:
1 0
Signature: Date:1.
i k
Name:. i4, :-r �11 ,r,: � .. Title: 0,.NS ro�r
Signature: l �. Date: '� A,
Name:
Signature:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDENR—DWR
Animal Feeding Operations Branch
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 03/2014

Required Specifications For Animal Waste Management
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).
.......................... ------- -------------.---------------------- --_............................... ------- ------------------------
664021 Database Version 2.0 Date Printed: 2/17/2003 Specification Page 1