310290_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: 31-0290 Certificate Of Coverage Number: AWS310290
2. Facility Name: Pies-R-Us/Miller's Nurser
3. Landowner's Name(same as on the Waste Management Plan): Michael K Miller
4. Landowner's Mailing Address: 764 Sumner Rd
City: Pink Hill State: NC Zip: 28572
Telephone Number: 910-298-4935 Ext. E-mail: mmillerUci ec.rr.com
5. Facility's Physical Address: 764 Summer Rd
City: Pink Hill State: NC Zip: 28572
6. County where Facility is located: Dunlin
7. Farm Manager's Name(if different from Landowner):
g, Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murohv-Brown LLC
10. Operator Name(OIC): Michael K.Miller Phone No.: _jt-:M=58$S— OIC#: 17250
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Wean to Feeder 5,200
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
MILLERN 1757u,77 �$'�) 19.50
PRU 19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed br the owner and a certified technical specialist. containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field ? Z 2�1g
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
0 4. Insect Control Checklist with chosen best management practices noted
c 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 ° li CI 1A A K r V) "1- Title: Lay cl b u f1 a y-
��y� Q �)
Signature: 0�/w�J[��C_ w „4 Date: �,�e�—d
Name: Title:
Signature: Date:
Name: Title:
Signature: 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

ROY COOPER
Governor - MAR 2 6
M[GHAEL S.REGAN .,���•^=': •
Secretary "'` -
LINDA CULPEPPER NORTH CAROLINA itegiujla�on-00M' 'G
Dirmar Envirmintental Quality
February 27,2019
Michael K Miller
Pigs-R-Us/Miller's Nursery
764 Sumner Rd
Pink Hill,NC 28572
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 de .nc. ov/about/divisions/water-resources/water uality-re ional-o erations/afo 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 covers a under the State Non-Dis hag a General Permits you must submit an application for
Permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currenth Covered by an
Expiring State N n-Dischar a General Permit." The application form must be com leted, signed and returned by April 3. 2019.
Please note that you must include one 1 copy of the Certified Animal Waste Management Plan CAWMP with the
completed and signed application form. A list of items included in the CAWMP can be found on Va e 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of 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,
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Wilmington Regional Office,Water Quality Regional Operations Section
Duplin County Soil and Water Conservation District
AFOG Section Central Filex-AWS310290 r
Murphy-Brown LLC J�
North Caroina Department of Environmental Quality ( Division of Water Resources
512 N Sak0u.):Sr.11636 Mail Service Center I Ram&,North Carolina 27699.1636
.E511 919.707.9WO

.b .n '
,x
Nutrient Management Plan For Animal Waste Utilization
05-02-2012
This plan has been prepared for: This plan has been developed by: •
Pigs R-Us/Miller Nursery Bill Thomas
Michael Miller Duplin Soil&Rater
764 Sunmer Rd PO,Box.277
Pink AM,NC 28572 Kenansville,NC 28349 Z019
SJIAt� 2 6
910-298-4935 [phone]
Developer Signature
Type of Plan: Nitrogen Only 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.
t ature(owner) Doe
Signature(manager or producer) Date
This plan meets the minizhum 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:
Technical Specialist Signature Date
--- --- ----- -- ----- -- - ---- - -_ - ----w-- ------- ---—----
-`� - Databa Wersion 3.1 Date Primed_ 05-02 2012 Cover Page 1

a
Nutrients applied in accordance with this pla
source(s): n will be supplied from the following
Commercial Fertilizer is not included in this plan.
S5 Swine Nursery Lagoon Liquid waste generated 993,200gals/Year
Swine Nursery Lagoon Liquid operation.This by a rite animal
capacities of production facility has waste storage
approximately 180 days.
Estimated Pounds ofPlant Available Nitrogen Generated per Year
Broadcast
2288
Incorporated 3929
Injected
4326
Irrigated
2486
Max Avail. Actual PAN PAN Suiplut Actual Volume Volume Surplus/
PAN(lb ) * Applied ems) Deficit(lbs)
Year 1 2,486 4875 Applied(Gallons) Deficit(Gallons)
= 8 1 I,947,412 -954,212
. 2 .
Max.Available PAN is calculat standard source,U means user defined source _ --
* ed on the basis ofthe actual application methods)identified in-the plan for this source. ---A---
725448 Database Version 3.1 Date Printed:
05-02-2012 Source Page Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field Realistic Yield estimates
are also provided for each crop in the plan. In addition,the beaching Index for each field is shown,where available.
Planned Crops Summary
Total Useable ]jjqg
Tract Field Acres Acre Index(I,I) Soil Series
Crop Sequence RYE
5800 10 2.13 2.13 N/A AutryviAe
Small brain Ove�eed 1.0 Tons
Hyb A Bermudagrass Pasture 5.5 Tons
5800 9 1.16 1.16 N/A Autryville Small Gain oveaseed
1.0 Tons
Hybrid Bemudagrass Pasture 5.5 Tons
6215 1 3.83 3.83 N/A Lean STMaR Grain Overseed
1.0 Tans
HAM Bermudagraw Pasture 3.0 Tons
6215 la 2.33 2.33 N/A �Voboco S-MIl Grain Overseed
1.0 Tons
rIArid Bermudag�Pasture 6.5 Tons
6215 2 2.59 2.59 N/A111-
f 5aaU C-il Overseed 1.0 Tons
j 'lnid Bemmdagress Pashae 3.4 Tons
6215 3 2.59 2.59 N/A Leon
IS O Grain CNwseed 1.0 Tons
54 N/A E
Hybrid Bermudagrass Pasture 3.0 Tons
6215 4 2.59 2. can Grain
I Overseed
1.0 Tons
I#�trrid Bermudegrass Pasture 3.0 Tons
6215 5 2.59 2.59 N!A leaar S
1.0 Tons
IMH Quin Overseed
liylxid Bermudagrass Pasture 3.0 Tons
6215 6 2.87 2.87 N/A Leon Sma11 Grain Overseed
1.0 Tons
M'lrrid Benxnulagrass Paste 3.0 Tons
6215 7 2.87 �2.87 N/A ILon S�Gain Ovmseed
I:Q Tons
s '�Bernd.Pasttu a 3.0 Tons
6215 8 2.82 2.82 N/A Leon S'aall
Grain Overseed 1.0 Tons
H"tdd Bermudagrass Pasture 3A Tons
PLAN TOTALS; 28.37 2837
725448 Database Version 3.1 Date Printed 5)W2012
NOTE; Symbol*means user entered data PCS Page Page 1 of 2

C _ I
-: PoFeliuT I eac7irng
Low potential to contribute to soluble None Tec11n1cal�Citutlance
<2 nntI*Mt leaching below the rootzone.
x-2& Moderate potential to conttftte to soluble NutrietManagement{59Q)rhould be
<=10 nutrient leaching Wow the root zone. Planned.
High Potential to contnbute to soluble Nutrient Malt($ram
nutrient leaching below the root zone. available water holding )s In Juipm etl• t)ther comas au�practices that
>10 � 6 a in�rove nutrient use �Vconsidered the soils
1�8)and ed_ i to 'ge nutrients,Sod-Based Rotations(3281,ong-Term
No-TO �� as Filter
(391). St*(393)and Rip man Forest Buffers
Database Version 3.1
- Date Printed 3=612
Tmeans tamer entered data. PCS Page Page 2 of 2

. IV " ,
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
maldmize 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 ade
for the utilization of the mamire generated by the operation.. P quate ly provides
Waste Utilization Table
Year 1
Nitrogen Comm Res, Manure U d Solid Li d
PA Pert {Ibs/A) PA ManureA Manure Manure Solid
Nutrient Nutrient Nutrien Manors
pplied Applied Applied Applied Req'd Applied pplied (acre) (acre) (Fuld) (Field)
(Ibs/A) Qbs/A) )
Source Total Use, Applic.
Tract Field ID Soil Series Acres Acres Crop RYE Period Applic. 1000
N N N Method N gaUA Tons 1000 gets tons
5800 10 SS Autryville 2.13 2.13 Small Grain Overseed ].0 Tons 10/1-3/31 50 0
0 MS• 50 19.97 0.00 42.54 0.00
5800 10 S5 Autryville 2.13 2.13 Hybrid Bermudagrass Pasture -
5.5 Tons 31.1-9/30 .. 202 0 0 Irrig. 202 80.69 0.00 171.86 0.00
5800 9 $S Autryvillo 1.115) 1.16 Stnall Grain Oversecd 1.0 Tons 10/1.3/31 50 0
0 Irrig. SO 19.97 OAO 23.1.7 0.00
5800 9 Ilcrruulu ra,+s Pasture
55 Auluyyiile 1.16 1,1 u 1°lyhrid g S.5111615 3/1-9/30 202 0 0 Irtig• 202 80.69 0.00 93-b0
6215 1 S5 Loon3,83 3.8;�1 Stt�uli t;;lrxtln f:)vcrsF�r„fl 1 fl`i'orl� 1011-�i/31 .. �0 � 0 (1 Irrig. 50 19,97
- 0.00 76.49 0.0 6215 1 $5 Leon 3.83 3,93 Hybrid 11ctnttulaltrasg I'asturo 1,0'1'rnts 3/1�9/311 If11'1 0
0 It-rig. 100 39.94 0.00 152.99 0.00
M«.- -
6215 In 55 Nabor n .1,33 2„13,Strlall t:3ra111 f lverscctl
1.01'0118 10/1-3131 50 0 0 Irrig. 50 19.97 0.00 46.54
6215 la SS Noboco 0.00
2.33 2.33 Hybrid Berrudagrass Pasture 6.5 Tons 311-9130 222 p
0 brig. 222 88.68 0,00 206.62 O,OCi 6215 2 S5 Leon 2.59 2.59 Sntall(,:rain Overseed 1.0 Tons 10/1-3131 50 0
0 brig. SO ]9.97 0.00 51.73 0.00
6215 2 S5 Leon 1.59 2.59 Hybrid Berltuudagrass Pasture 3.0 Tons 3/1-9/30 1.00 0
0 brig. 100 39.94 0.00 103.46 0.00
6215 3 S5 Leon 2.59 2.59 Small Grain Overseed 1.0 Tons 10/i-3/31 50 0 0 mg,8 SO 19.97 0.00 51.73 0.00
6215 3 85 Leon 2.59 2.59 Hybrid Bermudagrass Pasture 3.0 Tons 3/1-9/30 100 0
0 brig. 10 39.94 tl-a0 103.46 0.00
6115 4 S5 Leon 2.59 2.59 Small Grain 64seed 1.0 Tons 10/1-3/31 50 0
0 & 5 19.97 0.00 51.73 0.00
6215 4 S5 Leon 2.59 2.59 Hybrid Bertnudalpass Pasture +_.
3.0 Tons A /30 100 0 0 brig, 100 39.94 0,0 103.46 0.00
6215 5 S5 Leon 2.59 2.59 Small Grain Ovemeed 1.0 Tons 10/I-3/31 50 0
0 brig. 50 19.97 0.00 51.73 0.00
6215 5 ' S5• Leon 2.59 2,59 Hybrid Bermudagrass Pasture 3.0 Tons 3/1-9/30 100 0 1
0 brig. 100 39.94 0.00 103.46 0.00
725448 Database Version 3.1 Date Printed:5/2/2012
WUT Page Page 1 of 2

Waste Utilization Table r,
Year 1
nitrogen Comm. Res; Manure Liquid Solid Liquid Solid .
PA F.rt (IWA) PA Manur Manure Manure Nutrient Nutrient Nutrien pplied tA Manure
Req'd Applied Applied Applied Applied
(lbs/A) (lbs/A) pplied (acre) (acre) (Field) (Field)
Source Total Use. (lbs/A)
Tract Field ID Soil Series Acres Acres Crop AAplic. Applic, 1000
RYE Period N N N Method N PYA Tons 100o gals tons
6215 6 S5 Leon 2.87 2.87 Small Grain Overseed
1.0 Tons 10/1-3131 50 0 0 Irrig. 50 19.97 0,00 57.32
621 S 6 S5 Leon 2.87 2.87 Hybrid Bermuda 0.00
grass Pasture 3.0 Tons 3/1-9/30 100 0 0 S. I00 39.94 0.00 114.G•7
6215 7 S5 I-eon 2.87 2.87 Small Grain Overseed OAQ
1.0Tons 10/1-3/31 so, 0 0 Irrig. 50 19.97 0.00 57.32
G215 7 S5 Leon 2.87 2.87 Hybrid Bermuda 0.00
grass Pasture 3.0 Tons 3/1-9/30 100. 0
6215 8 SS Leon 0 �8• 100 39.94 0.00 114.64 0.00
2.82 2.82 Small Grain Overseed
1.0 Tons 10/1-3/31 50 Q 0 brig. 50 19.97 0.00
6215 8 SS Leon 56.32 0.00
2.82 2.82 Hybrid Bermudagrnss Pasture 3.0 Tons 3/1-9/30 100 p
0 H. . 100 39.94 O.O0 112.64 0.00
Total Applied.1000 gallons 1,947.41
Total Produced,1000 gallons 993.20
Balance,1000 gallons -954.21.
Total Applied,tons 0.00
,.......- •,-„ - ',total Produced,tons 0.
Notes: '1.•In the trklOt aolunul,W sy61bol Ineawl Ietii ed,otllerwirle,t1w110,41. 2, Symbol*niellns tluar entered data. Balance,tons o.Qo
725448 Database Version 3.1 Date Printed:5/2/2012
WUT Page Page 2 of 2

e '
Required Specifications For Animal Waste Management
I. 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 Iand 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 th
crop type,or available Iand. e
operation,increase in the number of animal
s, method of application, receiving
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-FieldOffice 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).
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.
--- -- ----__ ------------------------—----------725448 , Database Version 3.1 ---------------
Date Printed:5/2/2012 Specification Page 1

8. Animal waste shall not be applied
when the soil surface is froze to saturated soils,during rainfall events,or
9. Animal waste shall be applied on actively
the crop is not covered with waste to.a depth
h ng crops inwould in such a manner that
Potential for salt damage from animal waste should also be conshibit idered.
growth. The .
10. Nutrients from waste shall not be applied in fall or wi
crops on soils with a high potential for leaching. nter for sp�g Planted
these soils should be held to a g 'haste/nutrient loading rates on
to take up released nutrients.Waste h all Rot be able winter cover cro
p Planted
to planting of the crop or fora es byes applied more than 30 days prior
g king dormancy.
11• Any new swine facility sited on or after October 1, 1995 shall
following: The outer perimeter of the land area onto which vast ply with the
a lagoon that is outer
component of swine farm shall be at least 50 feet.
e�applied from
residential property boundsfrom any
from facilities sited on or after Octoliannaer l. l Animal aste,other than swine waste
feet to perennial waters. 11 not be applied closer that 25
12. Animal waste shall not be applied closer than 100 fe
et to wells.
13. Animal waste shall not be applied closer than 200-feet of dwellings those owned by the landowner. e�ngs other than
14. Waste shall be applied in a manner not to reach right-of-ways. h other property and public
15. Animal waste shall not be discharged into surface waters drain
wetlands by a discharge or by over spra , . ageways, or
prior converted cropland Animal waste may be applied to
P provided the fields have been a
application site by a "technical specialist- . Pproved as a land
grassed waterways that discharge directly into .al waste
ste hall not be applied on
grassed waterways waste shall be applied at agronomic rates in a ma other
causes no runoff or drift from the site. manner that
16- Domestic and industrial waste from wasted©wn facilities sh
etc. ower, shall not be discharged into the animal waste managem nt ss stoil . sinks,
y tem.
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Database V __--_Date-----_— -
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725448 Version 3.1
Printed:S _�---------
SPecification Pape 2

M. 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. H 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.
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.
725448 Database Version 3.1 Date Printed:5/2l2012_� ----
Specification
Page 3

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
stricture's temporary storage capacity
Available`Waste Storage Capacity
Source Name SwineNursery Lagoon Liquid Design,Storage Capacity(Days)
Start Date 9/1
180 .
Plan Year Month Available Stora e. g Capacity(Days)
1 1
1 170
163
1 3
1 180
1 �
180
1 180
6 180
1 7
1 180
8 180
1 9
1 180
10 180
1 1i
1 180
12 180
*Available Storage Capacity is calculated as of the end of e"h MOM&
----------------------------=---------------------
�`48 Database Version 3.1 Date ftnfei 05-02 2012 - -- ------------------------�----
Capacity Page Page 1 of 1

The Irrigation Application Factors for each field in this
aPP1y�g waste mrtrients through an r e a h field
p�are shown in the following table. Infiltration rate varies with soils. If
all" application inn,you must apply at a rate that will not result m runoff. This table provides the
ma'imuapplication Per hour that may be applied to each field selected to receive wastewater. It also lists the maximum
amount that each field may receive in any one application event.
Irrigation Application Factors
Tract Field Application Rate
Soil Series Application Amount
5800 10 Autryville (inch hour) (inches)
-
5800 9 atryville 0.60 1.0
6215 1 Leon 0.60 10
6215 la oboco 0.65 1.0
6215 2 Leon 0.50 1.0
6215 3 Leon 6.65 1.0
6215 4 Leon 0.65 1.0
6215 5 on 0.65 1.0
6215 6 on 0.65 1.0
6215 7 Leon 0.65 1.0
6215 g Leon 0.65 1.0
0.65 I.0
725448 Database Version 3,1
Date Printed 5/2/2012
NOTE: Symbol*means user entered data IAF Page Page 1 of 1

S s
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 bad 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 eases,the priority nutrient is nitrogen but
other nutrients including Phosphorous,copper and zinc can also be limiting. Since nutrient levels are generally very high,
application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. ideally,effluent spray fields should not be used for
sludge application If this is not possible,care should be taken not to load effluent application fields with high amounts of
copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes,
Phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
CYOP PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 1 15 Years Accumulation
Swine Nursery Lagoon Sludge-Standard
Corn 120 bu 150 13.16 13.24
26.47 39.71
Hay 6 ton RY.H. 300 26.32 6.62
13.24 19.85
Soybean 40 bu 160 14.04-
12.41
24.82 37.22
725448 Database Version 3.1 -----`---------'------------------------------
Date Printed: 05-02-2012 Sludge Page Page 1 of

Crop Notes
The following crop note applies to field(s): 1,2,3,4,5,6,7,8
Small Grain:CP,Mineral Soil,low-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 W"d
essential.Review the NCSU Official Vane �'Adequate depth control is
Variety"green book"and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 30 lbs/acre N at planting.Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months_of February-March-
he following crop note applies to field(s): la
Small Grain:CP,Mineral Soil,medium leachable
In the Coastal Plain,oats and barley should be planted from October 15October 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 100%when planting MAW. 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 co
select a hi g variety i� meanies to
high yielding varie with the characteristics needed for your area and conditions.Apply no more
.than 30 lbs/acre N at planting.Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February March.
The following crop note applies to field(s): 10,9
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 fo applicable seeding rate modifications in the current NCSU"Small Grain Production Guide". Also,increase theinitial 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 1-1 112"deep.Adequate depth control is
essential.Review the NCSU Official Variety"green book"and.information from
�, y Private companies to
select a hig
h yieldingvariety with the characteristics needed for our area and conditions.Apply no more
than 30 lbs/acre N at planting.Phosphorus and potash recommended by a soil test can-also be applied at
this time.The remaining N should be applied during the months of February-March.
725448 Database Version 3.1 Date Printed: 05-02 2012 Crop Note Page Page 1 of 3

{
The following crop note applies to field(s): 1,2,3,4,5,6,7,8
Bermudagrass CP,Mineral Soil,Poorly Drained to Somewhat Poorly Drained.
Adaptation:Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
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 bulac.Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply pre-plant and for annual maintenance.Apply 60 to 1001b/ac N in
the establishment year in split applications in April and Ady.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): la
Bermudagrass:CP,Mineral Soil,Moderately Well Drained.
Adaptation:Well adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar.31.Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3'rows,spaced 2'to 3'in the row.Generally a
rate of 30 bu/ac is satisfactory to produce full groundco-w-er in one or two years under good-growing
conditions.Tifton 44 spreads slowly,so use at least 40 bu.Aac in 1.5'to 2'rows spaced 1'to 1.5' in row.
For broadcast/dislmd-in sprigs use about 60 bu/ac.Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance-Apply 60 to-100 ib/acN in
the establishment year in split applications in April and Jul 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.
7254M Database Version 3.1 Date Printed: 05-02 2012- Crop Note Page Page 2 of 3

The following crop note applies to field(s): 10,9
Bermudagrass: CP,Mineral Soil,Moderately Well Drained
Adaptation:Welladapted
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. I to Mar.31.Cover sprigs I"to 3"
deep(1.5"optimal).Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3'rows,spaced 2'to 3'in the row.Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions_Tifton 44 spreads slowly,so use at least 40 bu/ac in 1.5'to 2'rows spaced I'to 1.5, in row.
For broadcastldisked-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 I00 lb/ac N in
the establishment year m split applications m Apn7 and 3uly.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 m North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
--------------------------------------------------------------------------------------------- ---------
725449 Database Version 3.1 Date Printed: 05-02-2012 Crop Note Page Page 3 of 3

OOE
co r-4
-
w W ti
�4 co Lb
ru
14
g aE �8`Z
CO
Co
i�
t

(Muldple worksheen nW be needed) HARD_HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUrATIONAL WORKSHEET
I. Farm number(identification) .3 l `aq 4 Field number(identification)
2. irrigation system designation Existing irrigation system _ Newlexpanded irrigation system
3. Number of travel lanes #Interior lanes 1 #Exterior lanes 740 feet]Length of puu(Ll)
#Interior lanes 5 #Exterior lanes J qj [feet]i ength of pull(L2)
#Interior lanes IQ #Exterior lanes =/d' [feet] Length of pull(L3)
4. Wetted diameter 2;�6 [feet]from Field Data Worksheet
S. Spate 190 Hydrant spacing[feet] [as a percentage of wetted.diameter)
6. Hydrant layout _�_L Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern,spacing, and travel lane location.
Travel lane length(LI)—Interior or Exterior(iane/hydran,)
(5 eLI3 (a)Acres start end of pull from Table f1F90 Column l3
(b)Acres middle portion of pull(Ll)
{full iength' lt [feet] Wei ed width oZt30 [feet]}/43,560 ;
(c)Acres stop end of pull frown. Table a 90 Column G
3.S3 TOW acres for gavel lane length (LI) (Su=a+b+c)
Travel lane length (L9) Interior or 2� Exterior(laneJhhydrant)
D„?► (a)Acres start end of pull from Table 495+- Column - _
r .i't_ (b)Acres middle portion or pull(L2)
(Pull length 1 _ [feet) X :fretted width t€0 [feet]} /43,560
() a (c)Acres stop end of pull f€om Table ►�'15 -Column
16 Cs
f_ a Total acres for travel lane length (12) (Snug;a+b+c)
Travel lane length (3L! Interior or Y� Exterior¢ane!hydrant)
(5.;1 7 (a)Acres start end of pull fmm Table Air f5:�,' Column. 1?
j 916 (b)Acres middle portion of p�ff(13)
{Pull length Uf16 [feet, --ttesl€t-idth �1� [feet]}J 43,560
t`a (c)Acres stop end of pull from Table -4✓115-k Column C_
a.13 Total acres for travel lane length (1-3) (Stnn:a+b+ c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field Add all of these,and this is the total irrigated acreage for the field.
3.X1 (a)Acres per travel lane length(Li) X #Lanes = Acres
11(, (b)Acres per travel lane length(I2) X #Lanes = Acres
(c) Acres per travel lane length(1.3) K .#Lanes =----Acres
• l�Total CAT;'NNT wettable acres for field(Sum: 8a+8b+8c)
Wettable Acre Computational Worksheet Completed by: Date:
Signature of technical specialist
75 .
t

(mu'upce wortcsneeu may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
h..rd hose graveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number(identification) :`a`_`:; Field number(identification)
2. Irrigation system designation Existing irrigation system Newlexpanded irrigation system
3. Number of travel lanes #interior lanes #Exterior lanes 44M feet] Length of pull(Li)
#Interior lanes #Exterior lanes :5.31[feet]Length of pull(U)
#Interior lanes -53- #Exterior lanes 5 3 [feet]Length of pull(B)
4. Wetted diameter 4-�a[feet]from Field Data Worksheet
S. Spacing 'O Hydrant spacing[feet] -�t [as a percentage of wetted diameter].
6. Hydrant layout �'� Multiple h drants
� Y dingle hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern,spacing,and travel lane location.
Travel lane length (JL to Interior or' Exterior(lane/hydrant)
a (a)Acres start end of pull from Table RE
T"(-3' Column
C a co M (b)Acres middle portion of pull(L1)
{Pull lengthtk1 1, [feet] X Wetted width1M[feet](/43,560
0 (c)Acres stop end of pull from Table., ` ►_Column
. Total acres for travel lane length(L1) (Sum: a+b+c)
eane length (L, Interior or Exterior(lane/hydrant). ram/
--�. (a)Acres start end of puR from, Table lump A _
`t�A middle portion oaf
{Pull l rg-c,t=� %yettecl width i;'� [feet]1 /43,560
ores stop end of pull from Tab a
® oW acres for travel lane I- � T enb (L2) (Smn:a+b+c)
Travel lane length(L) Interior or Exterior 1qa--Q/hydrant)
(a)Acres start end of puff from Table ': ,� Column J
(b)Acres middle portion of pull(1.3)
(Pull lmgth 1- - [feet] X Wetted width P�`�3 [feet]}/43,560
c Acres stop end of pull from Table �: ,
( ) P P Column C_
-Sp. `_ Total acres for travel lane length(l3) (Sum:a+b+c)
8. Multiply the tabulated irrigated acreage value:per travel pull by the number of pulls of each
category in the field.Add all of these,and this is the total irrigated acreage for the field.
2 (a)Acres per travel lane length(L1) X #Lanes Acres
..
(b)Acres per travel lane length(L2) X r Lanes
�Acres
.4 (c)Acres per travel lane length(13) X Lanes =
-� Acres
js Total CAV~wettable acres for field(Sum:8a+8b+8c)
. E r.
F.
Wettable Acre Computational Worksheet Completed by _ - �,t --; Date: ,I� r
Signature d technical specialist
15

[evauaut/aC vYValVaatGU/Ia[[r(X IICCYl��
nnu iv.�� e ne-wcLrn
IRRIGATION SYSTEM
hadrd Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number(identification)' ' _ a Field number(identification)
2• Irrigation system designation
3. Number of travel lanes Egg irrigation system Ne'Vexpanded irrigation system
#Interior lanes #Exterior lanes .feet)Length of pull(LI)
#Interior lanes
#Exterior lanes [feet] Length of pull(L2)
F� #Interior lanes Exterior lanes 4 LL(feet]4. Wetted `diameter ` � Length of pull(I,3)
-{feed from Field Data Worksheet
S. Spacing N NU H Hydrant f',F
y spacing{feet] �{as a Percentage of wetted.diameter]
6. Hydrant layout `—Multiple hydrants Single h
7. . Read the irriga $ hydrant Excessively spaced hydrants
led area per travel-pail for the given wetted diameter from the appropriate table and column
based on pattern,spacing, and travel lane location.
Travel lane length (L-) Interior or Exterior(1ane/hydrant)
4r, .(a)Acres start end of pull 51,11,11 Table tjtl Column '
='(b)Acres middle portion of putt(Ll) a
{P�ull length�k[feet] X Wetted width [feet)}/43,560
(c)Acres stop end of pull from Table 4
Column
L Total acres for travel lane length(ILt) (Simr a+b+c)
Travel lane length. (L, Interior or Exterior ganefhydrant)
(a)Acres start end of m Table ` Column _
- b)Acres middle portion of pull(L2)
{Pull length. {< ) X Wetted idth
[feet)}/43,560
W ;
(c) Acres stop end of
j8 from Table t.,! ._ Column- r _
,�°" -`�tTotal acres for-travel lane le
ngth 2) (Su=a+b f c)
Travel lane length (L�j Interior or _Exterior(s -�-. v
-< drant)
Acres start(a) end of Pun-horn Table ���._;- :Column
_IS
'=(b)Acres middle poron. )
Y
(Pull lengthy L z-,{feet3 X Wetted width&V (feet71/43,560
(c)Acres stop end of p_j, om Table-C r-s. `Column
3I'otal acres for travel lane length") (Smm-.a+b+ c)
8. Multiply the tabulated irrigated acreage value per travel Pull by the number of pulls of each
category in the field.Add all of these and this is the tota=3
gated acreage for the field.
E (a)Acres per travel lane length(LI) X Lanes =
(b)Acres per travel lane length(L2) XLanes =
Acres
(c)Acres per travel lane length(L3) X =Lanes _ Acres
_Acres
r Total CA'WMp'welftl le acres for field-
(Sum:8a+8b+8c)
Wettable Acre Computational Worksheet
Completed by. � _ Date Q:,;
Signatwe of technical specialist
75

11"AUpte wuMneez may Ve needed)
HARD HOSE TRAVELER
IRRIGATION SYSTEM
`raveling Gun Systern
UTATIONAL WORKSHEET
1- Farm number(identification)
2. Irrigation system designations. Field number(identification)
ng irrigation system New/expanded irrigation system
3. Number of travel lanes
- #Interior lanes #Exterior lanes et
-- #Interior lanes ) - j Length of Pull(Ll)
— _#Exterior lanes -:Q [feet] length#Interior lanes ' #Exterior lanes ' of P�I(L2)
4- Wetted diameter [feet]from Field Data Worksheet [feet]Lend of pull(L3)
5- Spacing
6- Hydrant layout Hydrant spacing[feet]
Multiple hydrants — [asa percentage of wetted diameter]
7. Read the irrigated area Single hydrant Excessively spaced hydrants
per travel pull for the given wetted diameter from the appropriate table and column
based on pattern,spacing,and travel-lane location.
Travel lane length
(L-)- Interior or Exterior(lane/hydrant)
(a)Acres start end of pull from Table Err,el`Column
(b)Acres mfddle��on of pull(Ll) -�
(Pull len [feet] X Wetted width
(c)Acres stop ,-[fit)}/43,560
end of l�from Table. Column CC,
Total a cre<s for travel lane length
Travel lane length (L, Interior or / Exterior y€hant)
sU(a)Acres start end of .j .�
e � @)Acres p' .from Table� LI 0 Column J�
middle -
Mull 1� =[fe=j X Wetted wid
(c)Acres stop end of [feetfi/43,560
,. 1� m Table >Ai Column
t--U Total acres for travel-lane lengtha+b+
- - = - -
(�){Surer: c)
Travel lane length OU Interior or `.
_ Exterior�3a�e -Y„�
.� a Acres start end of p- E.
rn T; ..€:
able<,�,b
r,1 (b)Acres middle portion in p�) Column
_ --
Column
fl (c)Acres length a ; idth � �, [feetj}/43,560
p end of pup ho_, Fable£:_t, _.}
Total acres for travel lane length --- _ _
8, Multiply the tabulated irrigated acreage value per
travel
category in
the field Add aIl of these p by the number of puns of each
and this is the tad aeage for the field.
- � (a)Acres per travel lane length l) =Lanes
g. (b)Acres per travel lane length(12) X _ --- - --Armes
I• • UC)Acres per travel lane length(L3) X -i Lanes = Acres
Lanes = Acres
z .' Total CAWW wettable acres for fiend S
( tun:8a+8b+8c)
Wettable Acre Computational Worksheet Completed b .,_ r
Dates t.
'-lgnature Of'iichnjcal speclaUst
rs

North Carolina Revised Universal Soil Loss Equation,Worksheet July, 2001
Owner/Operator: Micheal Miller Tract: 5800• Date: 6/12/2006
County: Duplin R.Factor: 355 Assisted By: Bill Thomas
Field Map Kf K Slope C El Cover Cd. Ridge lit. Hydro. Table 12 Row I R G/Slope% Contour Terrace Strips P Soll
2 Unit Adjusted % L LS Tabie 10 Table 11 Group Value Grade Ratio Table 13 Table 14 Factor Loss
Existing NbB 0.12 2 0.22 0.179 160 6 1 B 1 2 1. 00 1 1.68
Proposed
0.00 0.00
Field Map Kf K Slope C El Cover Cd. Ridge Ht. Hydro. Table 12 Row R G/Slope% Contour Terrace Strips P Solt
3 Unit JAd!
I % L LS Table 10 Table 11 Group 'Value Grade Ratio Table 13 Table 14 Factor toss
Existing AuB OAB, 1 1 10.14 0.179 160 6 1 A 1 1 1.00 1 0.71
Proposed 0.00 0.00
Field Map Kf K Slope C El Cover Cd. Ridge Ht. Hydro. Table 12 Row R G/Slope% Contour Terrace Strips P Soil
Unit Adjusted % L LS — Table 10 Table.11 Group Value Grade Ratio_ Table 13 Table 14 Factor i Loss
Existing -- #DIV/Oi y 0.00
Proposed 111711/!Ol 0.00
Field Map Kf K Slope C El Covisr Cd, Rldq*Ht, Irlydro. Tcibin 12 Row R G/Slopo N) Contour Tc,.Wrace Strips P Soil
Unit Adjusted % L LS
Table'10 "1"atrlo 1'I C"arr�G4 Vrdurx 03rnclo Ratio "lable'I�! Table 14 Factor Loss
Existing
#DIV/01 0.00
Proposed ONEEN #DIV/Ot
0.00
Field Map Kf K Slope C El Cover Cd. Ridge Ht, Hydro. Table 12 Row R G/Slope% Contour Terrace Strips P Soil
Unit adjusted % L I LS Table 10 Table 11 1 Group Value Grade Ratio Table 131 Table 14 Factor Loss
Existing #DIV/01
0.00
Proposed #DIV/01 0.00
Field Map Kf K Slope C El Cover Cd, Ridge Ht. Hydro. Table 12 Row R G/Slope% Contour Terrace Strips P Soil
Unit Adjusted % L LS Table 10 Table 11 Group Value 'Grade 1 Ratio 1 Table 131 Table 14 Factor Loss
— ;iii
Existind #DIV/01 0.00
Proposed #DIV/OI 0.00
Field Map Kf K Slope C El Cover Cd. Ridge Ht. Hydro. Table 12 Row R G/Slope% Contour Terrace Strips P Soil
Wit Adjusted % L LS Table 10 Table 11 Group Value Grade Ratio Table 13 Table 14 Factor Loss
Existing _i&;i;; -
#DIV/01 0,00
Proposed
#DIVIO! 0,00

,NCANAT Ve-rsion: 1.91
FLAT Results For: Duplin 6/14/2006 .10.32:38 AM
INPUTS
Calendar -Year: 2006
County: Duplin
Producer Identifier: Miller
Tract Number: 5800
Field Number: 2
Soil Series: NbA: Noboco loamy fine sand, .0 to 2
.Crop: Corn Grain Percent slopes
Fertilizers: (Grain) : Conventional Tillage
Swine-Lagoon liquid
Yearly Applied Amount: .4 ac in
Lb P2O5: 53.4 lb
applications Application Method: All other surface
Soil Loss: 1. 68 t/ac/yr
Receiving Slope Distance 20-29 ft
Soil Test 0" - 8" 14
WV Factor (DATABASE) 1.4
Hydrologic Condition: GOOD
OUTPUTS
PARTICULATE P = 0
SOLUBLE P = 1
LEACHATE P - 0
SOURCE P = 17
TOTAL P RATING = 18 (LOW)

,NCANAT porsion: 1,g1
,PLAT•Results For: Du iin p 6/14/2006 10:36:39 AM
INPUTS
Calendar Year..-
County: 2006
Producer Identifier: Dpplin
Tract Neer: Miller
Field Number: 5800
Soil Series: 3
Crop: AuB: Autryville loamy Fertilizers: Corn (Grain) + ©oamy f ne said, 0 to 6 percent slopes
Swine-Lagoon liquid
Yearly Applied Amount: 4 ac in
Lb P2O5:
applications ApPlicaticn _c= 53.4 lb
Soil Loss: shod: All other surface
Receiving Slope Distance .71 t/ac/yr
Soil Test 0,w - 8 , 20-29 ft
WV Factor (DATABASE) 24
Hydrologic Condition: 1.4
GOOD
OUTPUTS
-'ARTICULATE P = 0
3OLUBLE. P
= 2
XACHATE P - 0
OURCE P
OTAL P RATING =

AUliA&CS ARonomic Division Phone: [phone] Web Site:www-neagr.com/agronomi/
Grower.- Miller,Michael Report No: 35281
764 Sumner Rd, Copies 7'o:
e.n ac Soil
est .Pepo --_zPint Dl,NC 2$572
5/25/2006
r
SERVING N,C.RESIDENTS FOR OVER 60 YEARS
Agronomist Commend -- Duplin County
Field Information Applied Lime Recommendations A 31$
Sample No, Last Crop No Yr 7"/A Crop or year — _
CAI Lime PzOs K20 —
1st Crop: Corn Grain 0 120-160 100-120 S Cu Zn B M7a See Note
2nd Crop: Soybeans 50-70 0 0 0 0 .0 0
0 3
Test Results 0 100-120 50-70 0 0 0 0
0 3
Soil Class HM°6 W/Y CBC BS% Ac
MIN 2.01 •1.24 5.8 72.0 1.6 pH .p 1 X-1 Ca% MP im-I Mn-A1(1)NU--Al`(,2) Zra� Zrc-AI Cu-1 S I SS-1 NOS-,N NLf�-
Field Information A 5.9 14 4411 0 j0" 00 45 �6 3� 2p2 - 36 N Na
p lied Lime Recommendations "" ------- 33 0.1
Sample No. Last Crop Mo Yr T/A Crop or Year """ _
CA2 Lime tCzfl Mg S Cu Zn B Mn
1st crop: Corn Grain 5'l" 120.160 70-90 100-o See Note
2nd Crop: Soybeans 0 0 0 .0 0 3
Test Results 0 70-90 100-120 $ 0 0 0
0 3
Soil CRINss .HM W 42 CBC BS% Ac It P 1 K-I
--_ _ S_ _— 3.9 67.0 1.3 5.6 24 17 Cad M8% Alu-I Mn-AI(1)M-4(2) Zn-I Zn-AI Crt 1 S-I SIN NO3-N NH4-N Na
57.0 g.0 33 37 30 143 143 37 29
- - --- — 0.1

�r
fi
tom• Madu ..
j--
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C-V A
A�
PHONE
MIMEE
Division of RS
Water Resources
Emergency Mana races(Dye)
Soil and gement System(EMS) �`I �' -10'j _q�
Water Conservation
Nattu Resources
Con District(SrCD) ci[� a o
Conservation Service(MRCS) q 4
.2v
'Phis plan will be Implemented
overflowing,or in the event
Your Property running off site, that wastes
to consider You Should not wait from your operation are I
this does not that you have apt until wastes Ong,
the facili happen. This a problem yo reach surf'•The followingPlan should u Should make eve ace waters or leave
-we
so Posted an accessible 1 very eirort to e
me action items ocatio ens that
You should take n for all emploYe at
1• Stop the release o f
Suggested responses to some Possible
on the . n
Ss Ire this InaY I-agoon overflow-Possible ble problems am listed beloHr,or may not be Possible.
solutions are.
Z) Add soil to berm to increase elevation
2) PumP wastes to Eel anon of d
3) Stop all flows ds at an acceptable .
to ed ate rate.
4) Calla the lagoon immediately,
Pumping contractor.
b•
5) make sure no surface water is e
Runoff from vale aPPlication fie ntering lagoon.
ld-actions include;
9) Immediately sto
2) Create a to P waste application_
3) Inco mpo�'diversion to
rPorate waste to reduce contain waste.
4) Evaluate and eli runofT
5) Evaluate urinate the_
C ate the application rates of reason(s)that caused th runoff.
Leakage from the waste pipes and fields where runoff occurred.d-
T) Stop recycle p rs-action include:
2) Stop irrigation pump.
3) Close valves to
�mi
4) Repair all leaks prior atrestarting discharge.
pumps.
I
November 23,�016

d_ Leakage from flush systems,
houses,solid sepaTatOrs-action include:
q) Stop recycle pump.
2) Stop irrigation pump- separators"
3) Make sure no siphon occurs. or solid
all flows in the house,flush systems,
4) Stop rior to restarting Pumps. ed to flowing
5) Repair all leaks p Often this is seepage as vPPOS
Leakage from base°r sidewall of lagoon' a e,put in
o' possible acttOn= ent to catch all seep g
leaks-po from the embankrn
a small summT ditch pump back to lagoons and fill holes
1) Dig p or remove ani
nu
a submersible p burrowing finals,trap
e caused by walls and lagoon bottom as
2) If holes are soil.
and compact
with a evaluate the condition of the side
3} Have a professional
soon as possible.
of the spill and note any obvious damages.
2. Assess the extent
surface waters? �
a. Did the waste reach any d for what duration damage`?
how much was released an fish kills,or propel
b APProximately employee injury,
C. Any damage noted,such as
leave the property reach surface waters?
d. Did the spillotenf, to Tea ace waters?
e Does the spill have the p e s ill to reach surf To rty}?
fire rain event cause the P of the p Pe
f. Could afu in danger(either on or off
9 Are potable watered surface waters?
h. How much reach c,.q
appropriate agencies. hone number: I-
3 Contact app WR regional office,p 1 should
call your D 036S.your phone
business hours, number -�"�"
a During n°TT envy the details of the incidentfrom item
After hours,emeTg number,
telephone nun' movement of e
our name,facility, the location or direction of m n under
include' y of the facility, s that have b�
above,the exact location The corrective measure
weather and wind co ofite situation.
spill, number. 1
taken,and the seriousness call local EMS,phone
or enters surface waters,call Department-
If If spill leaves property S to contact local H
�n�.Instruct EM
. gfor adviceltechnical assistance:
c. Contact the follow ;Litt -90� --
1 Cooperative E November xtension, hone number
P _-----
} C0o F r 23,2016
2

2) local SWCD office,phone number. _ -2qtt=.212 O
3) local NRCS office,phone number: 2q(`.A1D-
4. If none of the above works call 911 or the Sheriff's Department and explain your problem
to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off-site
damage.
a. Contractors Name: AFJ
b. Contractors Address: (eaA rn.1 Ubk Smsa"ltc
c. Contractors Phone: fir4_1-I8"�
6. Contact the technical specialist who certified the lagoon(NRCS,Consulting Engineer,
etc.)
a. Name:
b. Phone:
7. Implement procedures as advised by DWR and technical assistance agencies to rectify
the damage,repair the system,and reassess the waste management plan to keep problems
with release of wastes from happening again.
3 November 23,2016

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

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
€. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your. DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include:name, facility number, telephone number, the details of the incident from item 2ur
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind. conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Heiath Department.
d. Contact CEs; phone number- , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 91.1 or the Sheriff's Department and explain you
problem to-them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off-
site damage.
a. Contractors Name:
b. Contractors Address: �f ,
e. Contractors Phone: _ ,6 —
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name:
b. Phone: „�O
7• Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and- reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Liquid S�stems
FFlush gutters Accumulation of solids IP7flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
jOesigned
Remove bridging of accumulated solids at
di,char,-,e
L>aagoons and pits Crusted solids laintain lagoons,settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
over more than 30 percent of surface
EBxcessive vegetative Decaying vegetation 71YMaintain vegetative control along banks of
ggrowth lagoons and other impoundments to prevent
accumulation of decaying vegetative ratter along
water's edge on impoundment's perimeter.
Dry Svstems
]R,eders Feed spillage C7 Design,operate,and maintain feed systems
(e.g.,bunkers and troughs) to minimize the
cumulation of decaying wastage
Clean up spillage on a routine basis (e.g.,7- to 10-
day interval during summer; 15-to 30-day interval
during winter)
AMIC - November 11, 1996,page 1

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site S fecific Practices v
Feed storage Accumulations of feed 0 Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or providing'
adequate containment(e.g.,covered bhi for
brewer's grain and similar high moisture grain
products)
0 Inspect for and remove or break up accumulated
solids in filter strips around feed store a as needed
Animal holding areas Accumulations of animal 0 Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
0 Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure handling Accumulations of animal 0 Remove spillage on a routine basis(e.g.,
systems wastes 7- to 10-day interval during summer; IS- to 30-day
interval during winter) where manure is loaded for
land application or disposal
0 Provide for adequate drainage around manure
stockpiles '
0 Inspect for'and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
For more information contact: -
Cooperative Extension Service,Department of Entomology, Box 7613,North Carolina State University,Raleigh,NC 27695-7613.
AMIC- November 11, 1996,page 2

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids lush system is designed and operated
sufficiently to remove accumulated
sojlds from gutters as designed.
Remove bridging-of accumulated solids at
discharge
Lagoons and Pits Crusted Solids aintain lagoons,settling basins and
Pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than"inches over more than
30%of surface.
F
Excessive Vegetative Decaying vegetation ainFain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage t)Design,operate and maintain feed systems(e.g.,
bunkers and troughs)to minimize the accumulation
Deof d ing wastage. •
ean up spillage on a routine basis(e.g.7-10 day
interval during summer, 15-30 day interval during winter).
Feed Storage Accumulations of feed residues O Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment(e.g., covered bin for
brewer's grain and similar.high moisture grain
products)_
i I Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes I Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
()Maintain fence rows and filter strips around-animal
holding areas to minimize accumulations of wastes
(i.e.inspect for and remove or break up accumulated
solids as needed).
AMIC--November 11-,4996

Dry Manure Handling Accumulations of animal wastes (}Remove spillage on a routine basis(e.g.7-10 day
Systems interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
(! Provide for adequate drainage around manure stockpiles.
(}Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked pertain to this operation. The landownerlintegrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
' c
r
(l andowner Signature)
(Farm Name) - --
(F acali-Wig- Nt=ber) —
For more information contact the Cooperative Extension Service,Department of Entomology.Box 7613. North Carolina State University,Raleigh, NC
27695-7613.
AMIC—November 11. 1996

4
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production [}Vegetative or wooded buffers;
t}Recommended best management
p ctices;
—_ { Good judgment and common sense
Animal body surfaces Dirty manure-covered animals (y Dry floors
Floor surfaces Wet manure-covered floors *WS-terers
tied floors;
located over slotted floors;
[)Feeders at high end of solid floors;
()Scrape manure buildup from floors;
O Underfloor ventilation for drying
Manure collection pits Urine i4lFrequent manure removal by flush,pit
recharge,or scrape
Parital micorbial decomposition O Underfloor ventilation
Ventilation exhaust fans Volatile gases; ,,Fan maintenance;
Dust Efficient air movement
Indoor surfaces Dust { Ashdown between groups of animals
()Feed additives;
[)Feeder covers;
()Feed delivery downspout extenders to
feeder covers
Flush tanks Agitation of recycled lagoon ()Flush tank covers
liquid whiles tanks are filling (I Extend fill lines to near bottom of
tanks with anti-siphon vents
Flush alleys Agitation during wastewater O Underfloor flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon ()Extend rechard lines to near bottom—of—
liquid while pits arc filling pits with anti-siphon vents
Lift stations Agitation during sump tank filing ()Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater O Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater O Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions { Pr er lagoon liquid capacity
Biological mixing C at lagoon startup procedures
Agitation nirnum surface area-to-volume ratio
[}Minimum agitation when pumping
(y Mechanical aeration
(y Proven biological additives
Irrigation sprinkler nozzles High pressure agitation Wirrigat.on dry days with litde or no wind
Wind draft (SrP§Wdmum recommended operation pressure
( Pump intake near lagoon liquid surface
t 1 Pump from second-stage lagoon
AMOC--November 11, 1996

r
Storage tank or basin Partial microbial decomposition ()Bottom or midlevel loading
surface Mixing while filling ()Tank covers
Agitation when emptying f)Basin surface mats of solids
()Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition ()Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying ()Remove settled solids regularly
Manure,slurry or sludge Agitation when spreading ()Soil injection of slurry/sludges
spreader outlets Volatile gas emissions (]Wash residual manure from spreader after use
()Proven biological additives or oxidants
Uncovered manure,slurry Volatile gas emissions white drying (]Soil infection of slurry/sludges
or stodge on field surfaces (}Soil incorporation within 48 hours
()Spread in thin uniform layers for rapid drying
(]Proven biological additives or oxidants
Dead animals Carcass decomposition VProper disposition of carcasses
Dead animal disposal Carcass decomposition (}Complete covering of carcasses in burial pits
pit ()Proper location/construction of disposal pits
Incinerators Incomplete combustion ()Secondary stack burners
Standing water around Improper drainage Grade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access rods ()Farm access road maintenance
roads from farm access
Additional Information:
Available From:
Swine Manure Management;0200 Rule/aMP Packet NCSU-County Extension 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 Facirity Manure Management:Underfloor Fuse—Lagoon Treatrare-M-EBAE 129-88 NCSU-BAE
Lagoon Desig 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 Assuranc Program:NPPC Manual NC Pork Produces 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;PRO107,1995 Conference Proceedings Florida Cooperative Extension
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying I
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
c
(Landowner Signature)
AMOC—November 11, 1996
r ,

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Pit recharge points • Agitation of recycled lagoon ❑ Extend recharge lines to near bottom of pits with
liquid while pits are filling anti-siphon vents
Lift stations • Agitation during sump tank ❑ Sump tank covers
filling and drawdown
Outside drain • Agitation during wastewater ❑ Box covers �T `
collection or junction conveyance
boxes
End of drainpipes • Agitation during wastewater Cl Extend discharge point of pipes underneath T "'
at lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions Proper lagoon liquid capacity "
9 Biological mixing ecorrect lagoon startup procedures
Agitation M"Minimum surface area-to-volume ratio
❑ Minimum agitation when pumping
❑ Mechanical aeration
❑ Proven biological additives
Irrigation sprinkler • High pressure agitation Irrigate on dry days with little or no wind
nozzles • Wind drift M"M' inimum recommended operating pressure
M'P'ump intake near lagoon liquid surface
0 Pump from second-stage lagoon
Storage tank or • Partial microbial ❑ Bottom or midlevel loading
basin surface decomposition ❑ Tank covers
0 Mixing while filling ❑ Basin surface mats of solids
• Agitation when emptying ❑ Proven biological additives or oxidants
AMOC- November 11, 1996,page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause SMPs to Minimize Odor Site Specific Practices
Farmstead • Swine production 0 Vegetative or wooded buffers
iecommended best management practices
C9' Good judgment and common sense
Animal body • Dirty manure-covered ry floors
surfaces animals
Floor surfaces Wet manure-covered floors 71"_ ,Slotted floors
Q'Waterers located over slotted floors
0 Feeders at high end of solid floors
0 Scrape manure buildup from floors
0 Underfloor ventilation for drying
Manure collection • Urine Frequent manure removal by flush,pit recharge,
pits • Partial microbial or scrape
decomposition 0 Underfloor ventilation
Ventilation exhaust • Volatile gases Tr Fan maintenance
fans • Dust [?,"Efficient air movement
Indoor surfaces • Dust �Washd­own between groups of animals
0 Feed additives
0 Feeder covers
O Feed delivery downspout extenders to feeder
covers
Flush tanks • Agitation of recycled lagoon 0 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 0 Underfloor flush with underfloor ventilation
conveyance
AMOC- November 11, 1996,page 1

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Settling basin surface • Partial microbial 0 Extend drainpipe outlets underneath liquid level
decomposition 0 Remove settled solids regularly
• Mixing while filling
• Agitation when emptying
Manure,slurry,or ~• Agitation when spreading 1 Soil injection of slurry/sludges
sludge spreader
outlets Volatile gas emissions 0 Wash residual manure from spreader after use
�`
0 Proven biological additives or oxidants
Uncovered manure, Volatile gas emissions while 0 Soil injection of slurry/sludges
slurry,or sludge on drying 0 Soil incorporation within 48 Fours
field surfaces
0 Spread in thin uniform layers for rapid drying
0 Proven biological additives or oxidants
Dead animals • Carcass decomposition Proper disposition of carcasses
Dead animal disposal • Carcass decomposition 0 Complete covering of carcasses in burial pits
pits
O Vec
er location/construction of disposal pits
Incinerators • Incomplete combustion ndary stack burners
Standing water Improper drainage 5)e Urade and landscape such that water drains away
around facilities . Microbial decomposition of from facilities
organic matter
Manure tracked onto • Poorly maintained access 0 Farm access road maintenance
public roads from roads
farm access
AMOC- November 11, 1996,page 3

Available From:
Akdditional Information: — - NCSU,County Extension Center
Swine Manure Management; .0200 Rule/BMP Packet NCSU—BAE
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
Swine Production Facility Manure Management: Underfloor Flush—Lagoon Treatment; EBAE 129-88 NCSU—BAE
]Lagoon Design and Management for Livestock Manure Treatment and Storage;EBAE 103-83 NCSU—BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU—Swine Extension
Controlling Odors from Swine Buildings;PIH-33 N.C.Pork Producers Assoc.
Environmental Assurance Program;NPPC Manual NCSU Agricultural Communications
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension
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
❑ ❑ Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal
high water table.Attach burial location map and plan.
El ❑ Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B.0200.
0 ❑ Rendering at a rendering plant licensed crueler G.S.106-168.7.
❑ ❑ Complete incineration according to 02 NCAC 52C.0102.
❑ ❑ A composting system approved and pe-mged by the NC Department.of Agriculture&Con-
sumer Services Veterinary DMision(attach fir-of permit). If compost is distn'buted off-farm,
additional requirements in?ist be met and a peurftt is required from NC DEQ_
❑ ❑ In the case of dead poultry onty,�g b,a d �pit of a size and desk apt by the
NC Department of Agriculture WCorw.nner ver.Aces(G.S. 106-549.70)-
❑ ❑ Any method which,in the profession-W,apEr-3mi&1he State Veterinarian,wauld,make possible
the salvage of part of a dead anirraTs vao: Wthaut endangering human or aft- ieafth.
(Written approval by the State Veten:-ate-.rst be attached).
Mass Mortality Plan
Mass mortality plans are required forfarms 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 faciliity 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 StabAss and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additiorsai M,7 � - s{ems toys animal
waste management system permit).
• In the event of imminent threat of a disease emer --y,the State VeterL-avian may enact
additional temporary procedures or measums for disposal according th G.S_106-399.4.
Signature of Farm Ow er nager pate
i ature oT hnical Specialist Date

MORTALITY MANAGEMENT METHODS
{check which method(s) are being implemented)
( ) Burial three feet beneath the surface of the ground within 24 hours
after knowledge of the death. The burial be at least 300 feet from
any flowing steam or public body of water.
Rendering at a rendering plant licensed under G. S. 106-16 8.7
{ ) Complete incineration
{ ) In the case of dead poultry only, placing in a disposal pit of a size and
design approved by the Department of Agriculture.
{ ) 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 of the State Veterinarian must be attached)

r
United States Soil
�t
i Department of Conservation P. 0. BOX 277
Agricniture Service -
' KENANSYiLLE, NC 28349
TELEPHONE [phone]
----------------------------------------------------------------------------
WASTE MANAGEMENT FACILITY SITE EVALUATION AND MANAGEMENT PLAN
TO: PRODUCER Alicla6(
I 1 &
&vf_ 5
LOCATION OF SITE j2M SIP, 1710 a ^ f7.6
SIZE OF PROPOSED OPERATION —4 QD jq.,r r try
IS. SOIL SUITABLE FOR LAGOON? YES _L/,- NO SOIL CLASS.
DISTANCE FROM THE LAGOON SITE TO NEAREST RESIDENCE OTHER THAN LANDOWNER OR HIS
TENANT /4hoo_rC -
NUMBER OF HOUSES WITHIN 2000 FEET OF LAGOON SITE
ACREAGE/CROP REQUIRED TO PUMP EFFLUENT _6.Z I
DOES LANDOWNER HAVE ENOUGH ACREAGE YES ✓ NO
IF NO, DOES LANDOWNER HAVE ACCESS TO MORE ACREAGE? YES NO
WILL FACILITY INVOLVE ALTERING WETLANDS? YES NO
IF THE ABOVE QUESTION CONCERNING WETLANDS IS CHECKED -YES-, THE LANDOWNER IS
HEREBY ADVISED THAT THIS-CONSTRUCTION MAY REQUIRE PERMITS FROM THE ARMY CORP OF
ENGINEERS. IT IS THE LANDOWNERS RESPONSIBILITY TO DETERMINE IF PERMITS ARE
NECESSARY AND TO OBTAIN THE REQUIRED PERMITS. THE ARMY CORP REPRESENTATIVE FOR
DUPLIN COUNTY IS:
JEFF RICHTER,
US ARMY CORP OF ENGINEERS
P. O. BOX 189e
WILMINGTON, HC 28402
TELEPHONE [phone]
LANDOWNER IS RESPONSIBLE TO DETERMINE IF ANY LOCAL OR STATE ZONING ORDINANCES
AFFECT THE LOCATION OF THIS FACILITY.
DOES SITE MEET SCS CRITERIA FOR WASTE TREATMENT FACILITIES? YES NO
ADDITIONAL COMMENTS j.a46p,, ,,,. ' (Illccdv-
44-4
THIS APPROVAL IS VALID FOR 60 DAYS FROM THE DATE SIGNED. IF DESIGN HAS HOT BEEN
COMPLETED WITHIN THIS PERIOD SITE WILL BE RE-EVALUATED AT THE TIME OF DESIGN TO
ASSURE COMPLIANCE WITH SCS STANDARDS. LAGOON WILL HAVE TO BE 750 FEET FROM ANY
RESIDENCE OTHER THAN APPLICANT'S AT TIME OF DESIGN.
The Sol Conservation Service
is an aQenctownt Jl
of the QDv * d /j j/�
�J oepard:,entotpriculture SIGNATURE 1 wLL�J-�fEyi-�-,y--�i2 -i� DATE --1fi"'f=r-y'

0 S:- Department of Agricul ` NC-ENG-34
Soil Conservation Service September 1980 i
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner �1►i;c ,�j 4A f/k, County
Community or-Group Noy L-I Conservation Plan No.
Estimated Depth :of Water-to_Top :of Dam . I Ft. Length of Fidod Pool Ft.
Date of Field Hazard Investigation - 5--rr -gt
Evaluation by =reach of flood plain downstream to the point of estimated minor effect
.from sudden ` dam failure.
. Est. E. ev. st. evation
. kind of :Improvements: of'Breach
Reach: Length: Width: Slope: Land Use Improvements : Above -:Floodwater Above
flood Plain: -Flood Plain
Ft: -Ft. Ft. Ft.
2 .
3
Describe potential for lossi`_of life and damage- to existing or probable future downstream
improvements from a sudden`breach - /1/o n ;00 s-
Hazard Classification of Dam (a, b, c) (see HEM-Part 520.21)
Dam Classification (I, II, III, IV, V)
BY QFcT-" Date !(name). !i (title)
£ _ _ 2� 2
Concurred -By � w Date-
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

OPERATION &MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods.
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. In the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1)to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not leave room for storing excess water during extended wet periods.
Overflow from the lagoon for any reason except a 25 year, 24-hour storm is a violation of
state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must_not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes—look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall 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 of vegetation or as a result of wave action
S. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strop
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
any of these features, you should call anrt your lagoon has
construction of waste lagoons. You may need or p oviid a emp'oraryy fix i hereas a thre
of a waste discharge. However, a permanent solution should be reviewed by the at
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 um operation.
noise, or a large amount of vibration, may indicpat tat the p Pump- n unusuallyloud °r grinding
replacement. repair or
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by'equipment failure. You should perform your pumpin
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
Your neighbor's lagoon is full also. You should nsider maintainings. i an inventory of pare
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 inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes..
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment(due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0-25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity_ Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged-each day, also work well.

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

• proper lagoon sizing,
mechanical solids separation of flushed waste,
gravity settling of flushed waste solids in an appropriately designed basin, or
minimizing feed.wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term Will:
- have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal techniques:
Hire a custom applicator-
Mix the sludge and lagoon liquid with a chopper-agitator impeller
pump through large-bore sprinkler irrigation system onto nearby cropland;
and soil incorporate.
De-water the upper part of lagoon by irrigation onto nearby cropland or
forageland; nix 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
forage-land; 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 derail 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 rewired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus
and metal levels, as indicated by a soil test, and incorporated to reduce the chance of
erosion. Note that if the sludge is applied to fields with very high soil-test phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure—an example is the placement of a pipe
in the dam without proper design and construction. (Consult an expert in
lagoon design before placing any Films 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,

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U. S. Department of Agriculture- NC-ENG-34
Soil Conservation Service September 1980
File Code: 210
-HAZARD CLASSIFICATION DATA- SHEET FOR DAMS F
Landowner_ M;c,hw*_ 1h County 0„,o j;,;
Community or Group-No. - = Conservation Plan'No.
Estimated Depth -of .Water- to-Top of:Dam �Ft: Length of.-Flood Pool Ft.
Date of Field Hazard Investigation
Evaluation by ,reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
�� • Est. E ev. st. evation
. Kind of :Improvements: of"Breach
Reach: Length: Width: Slope: Land Use ; Improvements Above :Floodwater Above
:Flood Plain: Flood Plain
Ft. Ft. X Ft. Ft,
2
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach
Hazard Classification of Dam ((P b, c) (see NEM-Part 520.21)
Dam Classification (b, II, III, IV, V)
By �G+_ Date !I /;,- 0
na title
Concurred By l 14 Date
(reame)' title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

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NAME: Michael .Miller . - PAGE 6
DEPTH [AREA OR TOP + AREA OF BOTTOM + 4 X AREA OFA ISSECTION]
VOLUME _ --- - ----- ------ . .
-----------------�
6.0 27 - -�--\---�-�
DEPTH I . L X W� + 'L X W + \ X L X W l
VOLUME - --------- -------------�
% yy ---
10.0 [ 190 .X 115 + 140 X 65 + 4 X 165 X 901
VOLUME _ --------- ------------------------------------
-------------
6.0
27
VOL10.0 E 9035 1
LU _ ----- --------
6.0 27
150583.3 CU. FT.
VOLUME _ -------
27.0 -
VOLUME = 5577.2 CU.YDS.
25000.0 sq.ft=
143321 .3 cu. ft . needed
SIDE SLOPES 2.5: !

`
NAME: Michael Miller ,
-
_ PAGE 5
SEEDING SPECIFICATIONS
_
AREA TO BE SEEDED
2 AC.
APPLY THE FOLLOWING
2000 LBS. 8-8-8 FERTILIZER
4 TONS DOLOMITIC LIMESTONE
200 BALES SMALL GRAIN STRAW .
USE THE SEED MIXTURE
INDICATED
( ) 00 LBS. FESCUE GRASS
( � 70 LBS. OATS
( ) 100 L8S- BAF{IA GRASS
( ) 8 LDS' WEEPING LOVE GRASS
( ) 24 LBS. HULLED BERMUDA GRASS
( ) 40 LBS. 00HULLED BERMGDA GRASS
DIVERT ALL WATER TO A STABLE OUTLET
THE NEAREST RESIDENCE IS 1200 FT.
'
T.B.M. 50.00 ELEVATION
DESCRIPTION, Nai | set in 15' G=on Pprox' 35 '
East of Sta A 0+00.
VERY IMPORTANT - PLEASE READ CAREFULLY
--------------------------------------
THE E MUST AND THE AREA AROUND THE HOG HOU� S ��� BE SEEDED WITH
EITHER A TEMPORARY OR PERMANENT GRASS, DEPEMBIKG Ow TAE TIME OF THE
YEAR, WITHIN THIRTY (30) DAYS` FROM THE TIME THE BUILDINGS ARE COM
pLETED AND READY FOR USE. (WE RECOMMD THAHAT T'�E ��8OON �REA SID-
E
SLOPES, DRAINS AND ETC. . AS WELL AS THE SIDE SLOPES� OF THE PAD BE
SEEDED WITHIN FIFTEEN (144) DAYS AFTER CONSTRUCTI5N THE BOIL WI' L
NOTDRYO�T AS �4UCm IF SEEDED WITHIN THIS TIME FRA�'E WHICH WILL^-
RESULTI w A MUCH BETTER STAND OF GRASS. ))

NAME: Michael Miller
APPROXIMATE ANNUAL NITROGEN (N) . AND PHOSPHORUS (F) RRODOC-T I ON
N e--- 15943 LB P— 4650-LB
TONS OF WASTE STORED: 1327 .
BEFORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE ANALYZED
TO 1 DETERMINE THE EXACT NUTRIENT CONTENT. THE NCDA LABORATORY
IN RALEIGH PERFORMS WASTE ANALYSES. YOU SHOULD CONTACT
AGRONOMIC SERVICES DIVISION
NCDA, BLUE RIDGE ROAD CENTER
RALEIGH N.C. 27611
PHONE: [phone]
WHEN APPLYING THE EFFLUENT To CROPLAND IT SHOULD DE DISK AND A
COVER CROP SEEDED }_1R A ROW 3N CROP PLANTED ANTE= T:i PREVENT EROSION.
SOME OF THE EFFLUENT COULD BE USED FOR IRRIGATION PURPOSES
DURING THE GROWING SEASON.
I_A?':1D REQUIREMENTS FOR WASTE APPLICATION
fand 676 capacity Feeder Jf_'.to Finish operation:
Avail . Land Required
a 0 i Wanted
_ corn
' `i c3.i z �_i'I- cropland _ ;�3 u:� '{C
a c . Of coastal bermudagrass--grazed
of coastal >
"0 percent -.: land required is =4'ai = az F
0 sow arrow to Feeder Fi[iYf"y 3: } i_e n s
Land Avail , Land Required
0 0-0 ac - Of coastal
is - -
0.0_} ac . of fescue--grazed
ERROR
percent of land required='Ar{ is available
sowsowE'-at Farrow to l- i n i =f: f_:pferat S `_f Ft
Avail ,Land
0.0cropland Plantev to ac of _
0-0 ac Of
coistal
_
00-0 ac . of fescue--grazed
_ l .ems
ERROR percent of land required _ available-
BEGITHE FLUID LEVEL REACHES Bottom of Outlet Pipes
DO NOT LOWER THE FLUID AN
LOWER THAN! - Below pipes
f > ------------------------------
�.4.AL.:-_.SNS ..i O _-^.:E Fes',}` PE.3..1 EVERY _ MONTHS Ol' 7 HaSS. 392410 gallons
C,_ EFFLUENT SHOULD BE APPLIED AT A RATE THAT A : WILL- NOT
CAUSE
RUNOFF ONTO O SURROUNDING AREAS ;:�iR LEACHING G � fA ANY
.=-� INTO THE GROUND WATER
3CL-i_S1zS;:l E N;yrf ��--aa=1=} r•'a_ �-: _
S.IED AP ,ICATI.}-1N RATE S 0, INCHES PER
D T
4AXIM7 RECOMMENDED
_ _ — 1 f?,_.i:>,a_e f �i 4 HOUR SYS'�L+ THE
•1 .iaa;T 1S _l. ,i Nz_i i I='F.6'i .R;-i:faA l I i iIq

PAGE 3
NAME: Michael Miller- -
LD ERATION AND MAINTENANCE This lagoon is designed for waste treatment with minimum odor
controi . The time required for the planned f l u i-d level tci be
reached may vary due to soil conditions, flu h i n operations, and
the amount of fresh water- added to the system.
Land application of waste water- is recognized as an accegpt-ab l e
€aethod of disposal . irrigation by using center pivots gun , or-
traveler is the preferred and most efficient method to dispose of
the effluent fro€►-i the 1aSoonw Care shoutd lie taken whenan r
':taste to prevent damage totr{e CC'�;�+= Si{i� ��i prevent runoff p l y i g
The
fields.
t h e f o I i w i rig E i e€F F s a r e t t_t i i G
is Carr- red out;
.i v Begin
_urri n-o ut = - i asr_ -oon when
fluid level reach € nteit
of .he outlet 1tc_ i_ir' a a nir'e-i i'i _
- - !_�>S•r €-7 i'iL'-i; ele4ati0T1u
.. Stoy' l umD-out befOr- the lagoon depth is less than 6 feet
dee,i or at a {ire-s_e r ? sNt_ depth. (ThI l s Pr te-vent- s the loss o
favor able bacterial -
3. The recommended pun h _s apply � -- - -
MUM
<_ z-. per i I i' �=n:
- rand €{I a,. i r{ UM r ec Q-1 mme ii dl-`d car iP l c L+t i Lill r 21. �" is ii 5 - n c
L
t `] r e fi€I{€1-F'n e_ie _t{at -r'{e .`n,_-,_-im,_ _ _- __
}- _ _ +� _ <L, - - (-•r'c:..._. .7 ice'-� ti_'
.I. £.. { s t'a P a c ` Fe_iF r-.t e x2r en e e y_ j _
t t?:% ve tis_ic, s dur __ • - -`
{'t iie isz=_ -
i`ech
<i .� }:F -AF _ i = 'r'__ y_ �.�; - _ _ s-
v'le iT{ it a wa te` r`{-i :af` , r_� t'l,._••s =t:. i : x�- € _ii[
i:_i i i =•;l iu i'3 ':e cr v: d irf i ....h :a-1;er<
and t�Keep 4.I e=e e h� e r;-.+ {k€il='i-{i''� .r i='a�
d -l_'i i i 3 Tt 7�< T _i i_}a:
Nenia i r any erolde-d areas ±r'F'fd_i estab i s h i p -__ -
• w T he L l can Ala ter A t f-t• 197 ;:r fi ii b i 4 s L
i.tta sr E rE I:e i z-=. = cl f t.i{e United S cates.
1_.r,vir +€Tire.-,' . He.z" l '}:;5. ??{L Natura, Resources, i�:d�:.e`:'�-_- Y
!aR emen S the respon s i b i i i
;� , _: o f-
be d i ve +4 e= ro
adequate -and
F=Y =R l i P7` A
T 10
I3a'�e�' ta _ a €4{F i- i -'--
i' „- L_requir-€ ents stated - #-urtnertcran _ {?e;� �u • � -:,w € arF�-
rcresare regur?i s ?e i ia-nd apiv the wa- 'L an 4-1 a
"e g have ii be _a€ pa , _ or more times a .F E--`-_ ?-n i =.•
ties, i Sr; has been e /P: :- a i Fle-I to €'e and I a ee wi t p
S.Va ed in the ije� i y':a .{,. also -. .i `{ i y-r C:=><' f OT{S
_� cer - i 3✓ that (hers a,--e n residence
other {[1=1 ri Tline or MY tenn--n -c ' within i_Fi3 - - +:-. ._ _ _ ;'ee> ]i= ,i i � i_Lser-mot- 1 =•i-+„
1 tinier- taTFt� tii t r;mip ; ia_nce with this design D'"t--S ;._ 1 _
re ,s.
-.s -iiei-ric- f o i suin r nuisance ,r tire: n t
Si ,-nature

rage t
-- WASTE UTILIZATION PLAN
Producer county A
Address-Rie &V 14 Aic /BKind of Operation /-.2600 Nurs�rY
Type of Waste Facility
Your animal waste management facility has been designed for a
given storage capaciy . When the waste reaches the designed
level, it must be land applied at- a specified rate to prevent
pollution of surface and/or ground water. The plant nutrients
in the animal waste should be used to reduce the amount of
commercial fertilizer required for the crops on the fields
where the waste is to be applied. This waste utilization plan
uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle and annual soil tests
are encouraged so that all plant nutrients ca-n be balanced for
realistic yields of the crop to be grown.
Several factors are important in implementing your waste
utilization plan in order to maximize the fertilizer value of
the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the
needs of the crop to be grown and the nutrient content of the
waste. Do not apply more nitrogen than the crop can utilize.
Soil types are important as they have different infiltration
rates and leaching potental. Waste shall not be applied to
land eroding at greater than 5 tons per acre per year. Do not
apply waste on saturated soils or on land when the surface is
frozen. Either of these conditions may result in runoff to
surface waters. Wind conditions should also be considered to
avoid drift and downwind odor problems. To maximize the value
of nutrients for crop production and to reduce the potential
for pollution,- the waste should be applied to a growing crop or
not more than 30 days prior to planting. Injecting the waste
or disking will conserve nutrients and reduce odor problems.
The acres needed to apply the animal waste is based on typical
nutrient content for this type of facility. Acreage
requirements may be more or less based on the waste analysis
report from your waste management facility.
The design of your waste management facility is based on the
following:
Amount of Waste produced Per year:
animals x waste /animal/yr = 1 .S _�V,Stotal waste
} produced.
YST
- l

Page 2
Amount nf mi tro a dU e
Aft animals x 3 S k'���
t� lbs N/animal/yr = /5�� 3 total N
Applying the above amount of waste is a big job. You should
plan time and have appropriate equipment to apply the waste in
a timely manner. Your facility is designed for v day,
storage. Therefore, it will need to be pumped every �f
months.
The following. acreage for waste application will be needed
based on the crop to be grown and surface application:
Field Soil Crop Realistic tbs. p
Acres tbs. H Month of
Type Yield Per Ac. Utilized Application
I —
I
TOTAL
A-xnt of X Produced
surplus or Deficit
Narrative of Operation
Call the soil and Water Conservation District Office after you
receive waste analysis report to obtain the amount per acre to
apply and 'the irrigation application rate prior to applying
waste.
Prepared by
Nam Title Date
Concurred in by ' `��^ 1
Pr�du��er �� Date
(COPY to producer and copy to case file)

/ Michael M/ | je� '
ADDRESS: ' PAGE 2
TYPE-AND-SIZE 1-27-600 Cap.
OF OPERATION Nursery
CLASS
DESIGNED BY
DATE
APPROVED BY W6' -
DATE
PERMANENT STORAGE
Z600 Ho9s x 35 | bs per hog 1 Cu Ft per | b. 91000 Cu Ft'
TEMPORARY STORA6E
91000 / bs of animal x 1 .35 cu. ft. of Waste per day 22113 Cu Ft
Per 1000 lbs of animal wt. x 100 daysRAINFALL LESS EVAtPORATIQN
T^' X 25000 sq. ft. surfa.ce area per 12"per ft i4583 Cu Ft
RAINFALL - 25 YR. 1 DAY STORM
X ��5O00 sq' Pt' of surface ft' 15625 Cu Ft
TOTAL STORAGE NEEDED 143321 Cu Ft
5308 Cu Yds
TOTAL ST0B-A-GE AVAILA13LE 150583 Cu Ft
5577 Cu Yds
AMQ�NT 8F FZLL I�I�E T1280 Cu Ft
PAD �2400 Cu Ft
---------
TOTAL 93680 Cu Ft
' SE1 1 LEME�T 10% 9368 Cu Ft
---------
7F8TAL 103048 Cu Ft
301T Cu Yds
CUT TO FILL RATIO
TOTAL EKCA-VATIUN 115600 Cu Ft
4281 Cu Yds
**S( udge Stora8e Not Computed At Landnen�r� Request
**S| ud�e Remnved As Needed. ^
F;11 ~yief 1"4y run aloje- ^ I-, �
- ���� *m�� � ��m�mlled
-For-For 'a-A+eel �r^UK ,

44
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-1 United-States S091 v
Department of Conservation
Agriculture Service
OPERATOR: ; y,q e
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 Soil Conservation ServiCe personnel are in agreement
as to how the waste lagoon is to be constructed. The Soil Conservation
Service personnel will meet with all concerned parties and walk over the
site to explain all flags and markings. It is important that everyone
understand what is expected so that final
is involved). construction meets plans and
specification and the job can be cartified' -far payment {if cost-sharing
The pad dimensions and grades are the best estimate. The BUILDER or
CONTRACTOR is RESPONSIBLE for final layout and design of the pads. The
Soil Conservation Service personnel will assist in a limited capacity,
as ,its major concern is the proper design and construction of the waste
treatment lagoon_
t
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 borrow area.
NOTE: Design Requirement- �108 cu.fi. _
- c u.yds.
Estimate of Excavation: cu.ft- _
�7!U_cu.yds.)�-
Estimate of Pad & Dike- cu-f t-
- - cu.yds.
it = .o Ration
.lob Class - t f R
Da t2
Designed By
Name }V
Design Approval _
pp Name
'!f ya••ddt►9� t19vr6 reflex fJ > z �Z
Date
!fd- over�✓i- �jr !in{i nr�
1 a3oo.a w +k 0 lay.
affrox , 9.00 YJ 3 ajay �ee�lzd
-60 t'nE la9001% Q9 yy
OV ]1G�e�SC v� 1 �t
The Sad Conservation Sarnca Utr. �� C U �-^r�
�
is an agency or the
Oeoa"ment of Agncuthxe
riSiO c.,

r
Operator:Michael Miller County: Duplin
Date: 08l31l92
Distance to nearest residence (other than owner) :
-760. 0 feet
1. -STEADY STATE LIVE WEIGHT
0 sows (farrow to finish)
0 sows (farrow to feeder) x 1417 lbs. = 0 lbs
x ; �:� lbs.
0 head (finishing only) x = 0 lbs
0 sows (farrow to wean) 13 lbs.. = 0 lbs
E600 head (wean to feeder) x 433 lbs. — 0 lbs
x 30 lbs. = 7800@ lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) _
78000 I b s
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. SSLW x Treatment Volume (CF) /lb. SSLW
Treatment Volume (CF)lib. SSLW=
Volume = 78000 cubic feet 1 CFflb. SSLW
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
Not computed at landowner ' s request
4. TOTAL DESIGN VOLUME Sludge will be removed as needed.
Inside top length 155. 0 feet ; Inside top width 145. 0 feet
Top of dike at elevation 49. 0 feet
Freeboard 1. 0 feet ; Side slopes
3- 0 Total design lagoon- liquid level at elevation: 1 (Inside lagoon)
Bottom of lagoon elevation 48. 0 feet
Seasonal high water table elevation feet
45.0 feet
Total design volume using prismoidal formula
SS/END1 SS/ENDL SS/SIDE1 SS/SIDE:=^ LENGTH WIDTH DEPTH
3. 0 3. 0 3. 0 3. 0 149. 0 139. 0 11. 0
AREA OF TOG
LENGTH * WIDTH =
149. 0 139. 0 20711_ 0 (AREA OF TOR)
AREA OF BOTTOM
LENGTH * WIDTH =
83' 0. 73. 0 6059. 0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
116. 0 106. 0 49184. 0 (AREA OF MIDSECTION 4) `
CU. FT, = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] �
E0711. 0 49184. 0 DEPTH/6
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = '
139249 T.
��z

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length Width =
155. 0 145. 0 22475. 0 square feet
Buildings (roof and lot water)
Length * Width =
0. 0 0.0 0. 0 square feet
TOTAL DA 22475. 0 square feet
Design temporary storage period to be
180 days.
�A- Volume of waste produced
Approximate daily production of manure in GF/LB SSLW 0. 00136
Volume = 78000 Lbs. SSLW * CF of Waste/Lb. /Day 180 da s
Volume = 19046 cubic feet y
1B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day 180 days storage/7. 48 gallons
Volume = 0. 0 cubic feet per GF
'C• 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 / 18 inches
per foot
Volume = 13110. 4 cubic feet

5D. Volume of 25 year — 24 hour storm
Volume = 7. 5 inches / 12 inches per foot DA
Volume = 14046. 9 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 1904& cubic feet
5a. 0 cubic feet
5C: 13110 cubic feet
5D. 14047 cubic feet
TOTAL 46205 cubic feet
6- SUMMARY
Total required volume 124205 cubic feet
Total design volume avail. 139249 cubic feet
on
Min. req. treatment volume plus sludge accumulation 78000 cubic fe
At elev. 45. 0 feet ; Volume is
54568 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 125202 cubic feet
At elev. 47. 3 feet -
Volume is 125171 cubic feet (start pumping)
Seasonal high water table elevation
45. 0 feet
'. DESIGNED BY: r APPROVED BY:
DATE: r/a 1 DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

SPECIFICATIONS—FOR—CONSTRUCTION—OF WASTE_TREATMENT LAGOONS
Clearing:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps
Within the area of the foundation of the embankmmentill andbfillmareas
and all excavated areas. All stumps and roots exceeding one (1)
inch in diameter shall be removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of
all debris.
foundation area shall be loosened thoroughly before PlacementThe of
embankment material.
Cut—off Trench:
---------------
A cut—off trench (when specified) shall be installed as shown in
the plans.
Construction:
-------------
Construction of excavated and eanthfili areas shall be performed to
the neat lines and grades as planned. Deviations from this will,
require prior approval of the SCS. Earthfilnot
in standing water and reasonable compactionlofshal thelfillsbshallcbe
per-formed by the construction equipment or sheeps—foot roller during
Placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction of fill heights shall
include ten (10) percent for settlement._when areas of unsuitable material are encountered To ,ctheyawill need inst ato7
be excavated a minimum of one (1) foot below grade and bacltfin ed and
compacted with a suitable material (ie—CL, SC, CH). Refer to the soils
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction.

• / ( . ram` _
OPERATION-AND-MAINTENANCE-PLAIN
This lagoon is designed for waste treatment with minimum odor
control. The time required for the planned fluid level to be
reached may vary due to soil conditions, flushing operations, and
the amount of fresh water added to the system.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent runoff from the field or damage
to crops.
The following items are to be carried out:
" It is strongly recommended that the treatment lagoon be pre-
charged 1/� its capacity to prevent excessive odors during
start-up.. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors.
covered with effluent at all times. Solids should be
The attached waste utilization plan shall be followed. This
Plan recommends sampling and testing of waste before land application. {see attachment Bl
3. Begin Pump-out
tion of the lagoon when fluid level reaches eleva-
47. 3 as marked b
the fluid level reaches elevvationent markers. Stop PumP-Out
45. 0 or, before fluid depth eis
less than b feet deep (this prevents the loss of favorable
bacterial .
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is �Zi. 4
inch per hour.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7- All surface runoff is to be diverted from the lagoon to stable
outlets.
8. The Clean Water Act of 1977 prohibits the discharge of
Pollutants into waters of the United States.
Environment, Health, and Natural Resources The department of
mental Management, has the responsibility forienforcing thisr~law.

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED:
120 LBS. FESCUE GRASS is 60 LBS. /ACRE
(PEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0 LBS. e PENSACOLA' BAHIA GRASS @ 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
0 LBS. HULLED BERMUDA GRASS @ 8 LBS. /AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
60 LBS. RYE GRAIN @ 30 LRS. IACRE (NURSERY FOR FESCUE)
0 LBS. RYE GRASS @ 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
2000 LBS. OF 10-10-10 FERTILIZER (1000 LBS. /ACRE)
4 TONS OF DOLOMITIC LIME (E TONS/ACRE)
000 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACY.ER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. /ACRE OF COMMON BERMUDA RE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.