310049_Application_20240327

TATE o
NNa�
ROY COOPER
Governor
ELIZABETH S.BISER
Secretory °i""�•
RICHARD E.ROGERS,JR. NORTH
Director tty
February 12,2024
Edward Dai I
Dail Brothers&Edward Dail 5-12
825 NC 24 E
Kenansville,NC 28349
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2024. In order to ensure your continued coverage under the State Non-Discharge General
Permits,you must submit an application for permit coverage to the Division of Water Resources (DWR)by April 3,2024.
Enclosed you will find a "Request for Certificate of Coverage for Facility Currently Covered by an Expiring State
Non-Discharge General Permit."The application form must be completed, signed by the Permittee,and returned to the DWR by
April 3,2024.
Mailing Address: NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699 1636
Email:animal.operations@,deg.nc.gov
phone:[phone]
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 page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NC G.S. § 143-215.1
and could result in assessments of civil penalties of up to$25,000 per day.
Copies of the animal waste operation State Non-Discharge General Permits are available at
www.deq.nc.gov/animalpen-nits2024.General permits can be requested by writing to the address above.
If you have any questions about the State Non-Discharge General Permits,the enclosed application,or any related matter please
feel free to contact the Animal Feeding Operations Branch staff at 919-707-9129.
Sincerely,
Michael Pjetraj,Deputy Director
Division of Water Resources
Enclosures: Request for Certificate of Coverage for Facility Currently Covered by an Expiring State Non-Discharge
General Permit
NorbCuoti.DepartmentofFurironmo alQ.Utr DivbianofW.terResonnes
Q3 512 North SaiisburS Sh*4 1535 Mail Serrire Centk Raleigh,North C&rolini 27699-1636
"�"�" 919-7079129

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30,2024,the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore,all applications
must be received by the Division of Water Resources by no later than April 3,2024.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AW S310049
2. Facility Name: Dail Brothers&Edward Dail 5-12
3. Permittee's Name(same as on the Waste Management Plan): Edward Dail
4. Permittee's Mailing Address: � C 24 E
City: Kenansville 91oQ900308 State: NC Zip: 28349
Telephone Number: '9+0-29 '^"Ext. E-mail:
5. Facility's Physical Address: 227 Gurman Powell Rd
City: Kenansville State: NC Zip: 28349
d. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner): Henry G Dail
8. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): John D.Garner Phone No.: 910-381-0292 OIC#: 17203
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-Farrow to Wean 1,340
Swine-Feeder to Finish 5,310
Operation Types:
Swine Cattle Dry Poultry Other Tyyes
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
# I(LOWER) Lagoon 1/l/1978 Full,clay 213,973.00 27,000.00 19.50
#2(MIDDLE) Lagoon 1/1/1985 Full,clay 239,454.00 46,750.00 19.50
#3(UPPER) Lagoon 1/l/1978 Full,clay 328,608.00 31,500.00 19.50
5-12 Lagoon 1/l/1992 Full,clay 1,135,033.00 133,320.00 19.50
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10C(d),either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1.The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list,please include the additional components with your submittal.
(e.g.composting,digesters,solids separators,sludge drying system,waste transfers,etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C.Section 1001 provides a punishment by a fine of not more than$10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
Print the Name of the Perm ittee/Landowner/S igning Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation):
Name(Print): C I N 0 y W Title: o--� N E 2
Signature: w Q Date: Iaoa4-
Name(Print): Title:
Signature: Date:
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636

Nutrient Management Plan For Animal Waste Utilization
04-30-2013
This plan has been prepared for: This plan has been developed by:
Hoof Hock& Claw 5-12Fac3149 Billy W Houston
Attn. Edward Dail Hoof,Hock& Claw,
Duplin Soil& Water
825 NC 24 East 165 Agriculture Drive
Suite B
Kenansville, NC 28349 Kenansvill�, NC 28349
910-296-1017 910-296-2120 Ex.3
z
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.
Signature(o er) Date
•
Signature(manage!or producer) Date
,.This plan meets the minimum standards and specifications of the U.S.Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
%Plan Approved By: /4VVI4 d
Technical Specialist Signature Date
- 781021 Database ------------•-
----- -------- g
-----------
Version 3.1 Date Printed: 04-30-2013 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder-Finish Lagoon Liquid waste generated,4,922,370 gals/year by a 5,310
animal Swine Finishing Lagoon Liquid operation.This production facility has waste
storage capacities of approximately 180 days.
} Estimat�d Pounds of Plant Available Nitrogen Generated per Year
Broadcast 11337
Incorporated 19471
Injected 21442
Irrigated 12323
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied (lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 12,3231, 14193 -1,870 8,708,813 -3,786,443
Year 12,323i 14691 -2,368 9,014,386 11 -4,092,016
Note: In source ID,S means standard source,U means user defined source.
Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
781021 Database Version 3.1 Date Printed: 04-30-2013 Source Page 1 of 1

Narrative
The smallgrain in this WUPj will be used for winter grazing,with the WUP table showing'a total of
50lbs/Nac that may be applied on the winter grain crop. Any smallgrain residue remaining in the Spring
Will be bailed and removed from the fields. As near as practical No-Till/Minimum-Till practices to be
followed during planting to aid in erosion control on the existing fields. With this rotation as written Mr
?Dail may keep a continous Corn rotation or substitute Soybeans any year desired
• :er ,
r•
�.1
.• ;is.+:
---------------_-------------------------- _____________________________....._........_______________..... .....................................................
781021 Database Version 3.1 Date Printed: 04-30-2013 Narrative Page 1 of 1

The table shown below provides A summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided1for each crop in the plan. In addition,the Leaching Index for each field is shown,
where available.
..Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
1879 pvt-X 44.50 44.50 N/A Norfolk Corn,Grain 115 bu.
Small Grain Overseed 1.0 Tons
Soybeans,Manured,Double Crop 35 bu.
1879 Pvt-Y 38.50 38.50 N/A Norfolk Corn,Grain 115 bu.
Small Grain Overseed 1.0 Tons
Soybeans,Manured,Double Crop 35 bu.
PLAN TOTALS: 83.00 83.00
LI Potential Leachin Technical Guidance
2 Low potential to contribute to soluble None
nutrient leaching below the rdot zone.
Moderate potential to contribute to Nutrient Management(590)should be planned.
& soluble nutrient leaching below the root
<=.10
zone.
f
High potential to contribute tb soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
to considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Term No-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
I
781021 Database Version 3.1 Date Printed 4/30/2013
PCs Page 1 of I
NOTE: Symbol*means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced.. The plan requires consideration-of the realistic yields ofthe crops t&be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previous crops. An estimate ofthe quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Comm Res. Mann: Liquid Solid Liepid Solid
PA Fert. (Ibs/A) PA ManureA Mann; Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied- Applied {acre)- (acre)---(Field) (Feld)
(Ibs/A) (Ibs/A) (lbs/A)
Source Total Use. Applic. Applic, 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
1879 pvt-X S7 Norfolk 44.50 44.50 Com,Grain 115 bu. 2/15-6/30 131 0 *10 Irrig. 121 48.33 0.00 2,150,79 0.00
1879 pvt-X S7 Norfolk 44.50 44.50 Small Grain Overseed lA Tons 10/1-3/31 *100 0 0 Irrig. 50 19.97 0.00 888.76 0.00
1879 A Pvt-Y I S7 Norfolk 38.50 38.50 Corn,Grain 115 bu. 2/15-6/30 131 0 1 *10 Irrig. 1 121 48.33 0.00 1,860.80 0.00
1879 1 Pvt-Y I S7 Norfolk 38.50 38.50 Small Grain Overseed 1.0 Tons 10/1-3/31 *100 0 0 1 Irrig. 1 50 19.97 0.00 768.92 0.00
Total Applied,1000 gallons 5,669.27
Total Produced,1000 gallons 4,922.37
Balance,1000 gallons -746.90
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons _ - _ 0.00
Notes: 1. In the tract column,—symbol means leased,otherwise;owned. 2. Symbol*means user entered data.
78102I Database Version 3.1 Date Printed:4/30/2013 V=Page 1 of 2

Waste Utilization Table Year 2 -
..:
..'`Nitrogen, Comm Res. anure. Liquid: Solid Liquid -_Solid
.}?A Ferf,, (lbs/A) PA I ManureA-Manure, . Manun::" ` Manure
-Nutrient Nutrient Nutrient pplied. Applied Applied Applied,
Rel'd Applied Applied PP PP (acre) (acre) (Field) (Field)
(lbs/A) (Ibs/A) (1bs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gat/A Tons 1000 gals tons
1879 pvt-X S7 Norfolk 44.50 44.50 Small Grain Overseed 1.0 Tons 10/1-3/31 *100 0 0 Irrig. 50 19.97 0.00 888.76 0.00
1879 pvt-X S7 Norfolk 44.50 44.50 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 *10 Irrig. 127 50.73 0.00 2,257.44 0.00
1879 Pvt-Y S7 Norfolk 38.50 38.50 Small Grain Overseed 1.0 Tons 10/1-3/31 *100 0 0 Irrig. 50 19.97 0.00 768.92 0.00
1879 Pvt-Y S7 Norfolk 738.50 38.50 Soybeans,Manured,Double Crop 35 bu.71 4/1-9/15 137 0 *10 Img 127 50.73 0.00 1,953.07 0.00--
Total Applied,1000 gallons 5,868.19
Total Produced,1000 gallons 4,922.37
Balance,1000 gallons -945.82
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
781021 Database Version 3.1 Date Printed:4/30/2013 WUT Page 2 of 2

Theln•igation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
?.'with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
`� runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
deceive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
'. I-ligation Application Factor
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
1879 pvt-X Norfolk 0.50 1.0
1879 pvt-Y Norfolk 0.50 1.0
..y I
j
.S
I
781021 Database Version 3.1 Date Printed 4/30/2013 IAF Page 1 of I
140U: Svmbol "means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source,the number of animals in the facility and the plant available nitrogen application
rate's shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
Olen out,this material must be tilized for,crop production and applied at agronomic rates. In most cases,the
priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated fortheir suitability for sludge application. Ideally,effluent spray fields should not be
used for sludge application. If this is not possible,care should betaken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes,phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
`Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
„ lb/ac 1 Q00 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge- Standard
CoiM,IN'bu 150 13.16 66.57 133.14 199.71
Hay titan R.Y.E. 300 26.32 33.28 66.57 99.85
Soybean 40 bu 160 j 14.04 62.41 124.82 187.22
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Z$1021 Database Version 3.1 Date Printed: 04-30-2013 Sludge Page 1 of 1
i

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 s'hould be greater than or equal to zero and less than or equal to the design
storage capacity of the facilgy. 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 capacii}1 is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the struc ure. Either of these situations indicates that the planned application interval
in the waste utilization plan'is inconsistent with the structure's temporary storage capacity. .
e t a
i' Source Name Swine Feede -Finish Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 28
1 2 91
1 3 151
1 4 180
1 5 180
1 6 180
1 7 149
1 8 118
1 9 88
1 10 110
1 11 133
1 12 180
2 1 180
2 2 180
j 2 3 180
2 4 180
2 5 180
2 6 180
2 7 180
2 8 180
2 9 180
2 10 149
2 11 119
2 12 88
Available Storage Capacity is calculated as of the end of each month.
,
• -----------------
781021 Database Version 3.1 Date Printed: 04-30-2013 Capacity Page 1 of 1

Required SOecifications For Animal Waste Mannement
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or lan!d application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner,who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop Ope, or available land.
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. Wastelmay be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Wa te should not be applied when there is danger of drift
from the land application plication field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorlIporated on conventionally tilled cropland. When waste is
< ' applied to conseii-vation 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).
-------------------------------------------------------------------------------------------------------------------------------------------------------------------
781021 Database Version 3.1 Date Printed:4/30/2013 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should joccur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively.growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops o� soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste s all not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
>° than those owned by the landowner.
' '14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
..........................................................................................................................'-----...................................
781021 Database Version 3.1 Date Printed:4/30/2013 Specification Pape 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by 'a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shallinot be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, gas 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. Berens and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handlinglstructures, 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 japplications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of th�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.
----------------------------------------•- ----------------------------------------------------------------••-•------------------------------•---------------------
781021 Database Version 3.1 Date Printed:4/30/2013 Specification Page 3

' I
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
s - 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 wIII be disposed of in a manner that meets North Carolina
regulations.
}r:
. I
. :"_______________"._.._____.__.________________------."___..""._____...______.__._.__.____..""_______------------____--_.__._______________".___""."__.._."_________
781021 Database Version 3.1 Date Printed:4/30/2013 Specification Page 4

Crop Notes
The following crop note applies to field(s);pvt-X,pvt-Y
Corn: CP,Mineral Soil,medium leaching
:'. In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety"green book"and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep.Plant
populations should be dete6ined by the hybrid being planted. Increase the seeding rate by 10%when
planting no-till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool,wet soil,banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-30 Ibs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence.The total amount of N is dependent on soil type. When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential fV corn production.
The following crop note applies to field(s): pvt-X,pvt-Y
.; Small Grain: CP,Mineral oil,medium leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. or 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
n the current NCSU "Small Grain Production Guide". Also, increase the
seeding rate modifications'fi
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.iPlant all these small grains at 1-1 1/2" deep.Adequate depth control is
essential. Review the NCSU Official Variety"green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 30 lbs/acre N at planting.Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N!should be applied during the months of February-March.
________________________________________!___________.........____._________.._._..................__.............................................................
781021 Database Version 3.1 Date Printed: 04-30-20130 Crop Note Page 1 of 2

The following crop note applies to field(s):pvt-X,pvt-Y
Double-Crop Soybeans, Coastal Plain: Mineral soil,medium leachable
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety"green book" and information from private
companies to select a high}Melding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for ]-8"drills;4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30"rows
and 8-10 seed/row foot for 36" rows.Increase the seeding rate by at least 10%for no-till planting.
�.41. .. Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
-' ,nitrogen and are normally own without additions of nitrogen.However,applications of 20-30 lbs/acre
N are sometimes made at pl nting to promote early growth and vigor.Tissue samples can be analyzed
4 during the growing season t monitor the overall nutrient status of the soybeans.Timely management of
weeds and insects is essenti I for profitable double crop soybean production.
.f;
I
.7.
pt( i
fy2:
I
I
i
i
,..' .=----- --------- se l ----.---•-------•---•-------------------•-•----.----..-------------•-----------•----•------------------- •---•------
781021 Version 3.1 Date Printed: 04-30-2013 Crop Note Page 2 of 2

ot
r•s l' _� tt..�"U'..i�T d.� �tE .,�� t. =_t '_"=� '_`'� j,.-^" 1�°'i''�.''�6r � tJ�a.� �� -
IP
Z § �.
d 9L'6t7
luiod .. t
r
lulOd
IOAld
►I" C-1
CP
mojq pubs,
t

� ��\ f. � o " �' 3a2 � tca / t ^ 4 .j.•3•i` � ^ I :,7 ,li�' n•/ .°
. t
1 da slo,.ro.a I•' •♦ t � lsoa Cn. � u
�.: µ 9.r` /'• /•' 3. Isoa ero�cn Cn. ..�G.....t. •,\ 1�
0
1 / 1
Imo
151)
91515I
11515
�
�.. �/ q.• / IOo• 0—I "co
1791 t C
'a ' 1 tsta .. .\•.
ISI)
2.1
imp
b J 1 4
tote Irm
I I—.�— /• 17oo
1 — I 1 1 Ky1
9 1
R 6 1991 •`0 / °• e 1 I.1
1107 .\ j . ' \ KENANSVILLE c
G Of
JU ° 1900 f ..)1 I'! 193a =� •9 Td 1791
°
Ito)'• 17:17
• IT!
1222
1926
' 1901
Im
•'\ 'i .� f '� \. J.
it 192?
Igog
IVA
Gam. ."r.' I \ � .\ ,• •.�
10 /
. " •` �3 •19t1\ 1 '931 17371957
I\ :1•\.. 1O .p
MAGNOLIA 161 \ .22h 1 1
.. ror.)u w1s :off\ � •~ ^� — ��
J y
\ 1916
S 1
i / low
'r 1• / Y 191E . j
Ito
Il
L a i 1931 \• 4 o
.1122 I tort Nul �• '
11 rOr.I'm ' r•
.UR 1 GUENMlts O I
.12. ' for.III
112!11—� - f' /
t� •a j

i
i
i
peratorc====------------==-==1-====____====>Dail Bros#1
'Zty:==-----------------====-1-------_-=-=>Duplin
st.to.nearest residence (othex than owner): ft.
is (farrow to
rs (farrow to feeder):======= ============> 0
id (.finishing only) :===------1---------=__>
rs (iar'ib'w to wean): 360
_J-----------
ad (-wean;'to feeder) :========------------- 0
-
Live'':Weight for other operations(lbs. )=> 0
)rage volume for sludge accum.1, (cu. ft. ):=>
aatment •Volume (min. 1 cu. ft.I/lb- )=======> 1.0
Year 24 Hour Rainfall (in. )I=====_______> 7.5
infall in excess of evaporation (in. )=====> 7.0
linage area of buildings & logs (sq. ft. )=>
.ume:'of.mash water (gallons/day)==========>
iporary 'storage period (days),---------___> 120
?eboard (ft. ) :____________________________> 1.0
[e slopes (inside lagoon) :====!============> 1.5 1
tide top length (ft. ):==--------------- > 280.0
tide top width (ft. ):=====--=-�-------___==> 91.5
of :dike elevation (ft. ) :==_=�_ __-______> 50.0
:tom, of.:lagoon elevation (ft. )•--- ---> 37.5
►sonal high water table(SHWT) elev. (ft. ):=>
:al required volume:=========-�===> 212215 cu. ft.
:ual design volume: -- r----`I"`> 213973 cu. ft.
puuipi�g el. (> or = to 0.0 ft.SHWT)> 46.5 ft.
(> or = to 13.5 ft.lain. )
lai6d`minimum treatment volume: 155880 cu. ft.
ume at., P pumping
intoelevation: 156067 cu. ft.
in pumping elev. :===____----_�_____-______> 48:3 ft.
lume'at: start pumping elevation: 197081 cu. ft.
:ual: :volume less 25yr-24hr rain: 197961 cu. ft.
'E: :Verify that temp. storage Is adequate:
Reiff;. volume to be pumped:- __> 40323 cu. ft.
Actual voj.ume to be pumped,:==> 41014 cu. ft.
�O
r ,� 5
� r

Operato ------------ ----------====>DaIL--------------------�_------------->DaIL Bros#2
ount -___________________________________>Du lin
Y=.._- P
e-- - '----------------====----------====>12/08/97
st..t&"nearest residence-(oth�r than owner) : ft.
ova (far'rov to finish) :____________________>
ova (,farrow to feeder) :____________________> 0
ead (`finlishing
owe (farrow to wean) :========1---------====> 200
sad (wean to feeder) :======= `,--------=====> 2520
ve. Live Weight for other ope ations(lbs. )=> 0
torage volume for sludge accun}. (cu. ft. ) :=>
:•eatment ,Volume (min. 1 cu. ftJ. /lb. )=======> 1.0
5: Year..:, ->'24 Hour Rainfall (in. )============> 7.5
iiriiaTil'yin excess of evaporation (in. )=====> 7.0
-ainage.area of buildings & lofts (sq. ft. )=>
)fume oi. vash water (gallons/day)==========>
rmporary:� storage period (days)----------===> 180
1.0
.de slopes (inside lagoon) :================> 2.0 1
-----------
rside to;p length (ft. ) :____________________> 121.0
tside­ top width (ft. ):---====--------------> 240.5
: of-dike elevation (ft. ):___�_____________> 50.0
p i-
�.ttom-"oi"lagoon elevatiofi (ft. j) :===========> 37.0
iasonal. high water table(SHWT)I eiev. (f t. ):=>
ital required volume:=============> 236973 cu. ft.
:tual design volume:==========--==> 239454 cu. ft.
.op pumping el. (> or = to 1 0.0 ft.SHWT)> 45.9 ft.
(> or = to 43.0 ft.Kin. )
Ared`Minimum treatment volu' e: 162200 cu. ft.
Ilume. ate,stop pumping elevation: 160311 cu. ft.
.art:`.pn#ping elev. :________________________> 48.3 ft.
iluwe:ii;.6tart pumping elevation: 220429 cu. ft.
;tual..volume less 25yr-24hr rain: 221266 cu. ft.
iTE: Verffy that temp. storage is adequate:
Req-.', volume to be pumped: ===> 56586 cu. ft. '�J✓/
Actual volume to be pumped:==> 60118 cu. ft.
iv
i

----------=====>Dail Broslt3
,nty:_____________________________________>Duplin
ist.to, nearest residence (other than owner) : ft.
ovs (farrow to finish) :==__________________>
ovs-(:Farrow to feeder) :=====-====---=======> 0
mad .;(:finishing
:)vs ('farz'ow to wean):________ ____________
_> 400
gad (vean to feeder):========I_____________>
;e. L`i4e'.Weight for other ope�ations(lbs. )=> 0
:oraga volume for sludge accu (cu. ft. ) :=>
,eatment-`�`Volume (min. 1 cu. fj. /lb. )=======> 1.0
5 Year =724 Hour Rainfall (in. )============> 7.5
3infa:ll„ n excess of evaporation (in. )=====> 7.0
7ainage,area of buildings & lots (sq. ft. )=>
Aume. of wash water (gallons/day)==========>
ampori5ry.'storage period (days)=============> 180
7eeboard (ft. ) :_____________'-________---__> 1.0
Lde slopes (inside lagoon) :===I==========---> 2.0 1
tside top length (ft. ):______ _____________> 192.9
iside top width (ft. ):==__-__'_____________> 192.9
3p of. dike elevation (ft. ) :__ _____________ 50.0
)ttom '.0i:lagoon elevation 37.0
aasonal !,high water table(SHWT. elev. (ft. ):=>
3taI re.quiired volume:======_ > 260459 cu. ft.
zAWA design volume:____=====7====> 328608 cu. ft.
,,:'+p pumping el. (> or = to 1 0.0 ft.SHWT)> 45.9 ft.
(> or = to 43.0 ft.Kin. )
squired ;minimum treatment volume: 173200 cu. ft.
olume 'at; stop pumping elevati n: 225093 cu. ft.
t art
tl:e pumping eiev. :===_______ _____________> 48.3 ft.
olu . .at-,,start pumping elevation: - 303998 cu. ft.
.tua ,10alume less 25yr-24hr r in: 305352 cu. ft.
IM, 'Verify that temp. storag� is adequate:
,,Req''. volume to be pumped ____> 64003 cu. ft.
Actual volume to be pumped:==> 78906 cu. ft.
i
i

nM nl■■ ■Hi■NNaNNii' 1 notoome ■/■/■■■■■■iM�ii■■■■■■EMNMMM/■MME■■■/■■■■■■■■■■■■■■■■■/■■■ir�MMEi■
■■■■■I■■■■■EN■MENE■■■a�■■■■■■■■■■■i.■MMNM■■M■■■E■■■M■■■■■■MNN■■■M■■N■E■■■■■■■■■■■■■■■■■■■■■■■■■■■:::a
■■■■■IIN■■■E■■■MNME■E■■�iNE■H■E■E■■INN■MM■■nENE■■■N■■■■E■■NE■E■M■■■E■/■■/■■■■■■■■■■■■■■■■■■■■■■■■MMu
■E■■■1l■■■■■■■■■HMNMu 1■MN■■■■■■■■It■■E■M■MMM■EM■■■N■■E■■■■■MEMM■■■M■■■■■■■■■■■■■■■■■■■■■■■■■EEE■Nm
■n■■Il■■■■■■■■NNNM■nMI■■MN■M■E■■MII■■■/MENM■■■■■■N■M■E■■E■■N■MM■■■■■■■■■/■■■■■■■■■■■■■E■E■■■■nE■
■■ME IEMEME■W ■ MM■M ■■ ■ ■/�■■■■■■ ■■■ ■■■■■/■■■■■■■■■■■■■■■■■■/■■■■■■■■■■■/■■■■■■■■■■■ //■
M■■■'1■N■Mmmmmu■mmm=osoa� �: ■��G■■■■ ■� ONE
■■■■■■■■■■■■■//■■■■■■■■■/■■■/■■■■■■■■■■■■■■■■HM:
aN■E■ 1■MMNHM ■ MM E■■■■ ■ ■■■■■■■■//■■■■■■■■■■■■■■■■■■■■■■■■■■■■■MMMMEM■■■■N■u
■■■MINE■■nnNHaia ■■ ■■■■■■■■■aEaEE■N■■■■EMENEE■■■■■E■■■■■■■■■■■■■■■■■■■■■■■■/■■■■■■■■■
MEN am ■■MM nM ■ n■ ■MN■■M■■■ ■ ■■■■■■■■■MM■MM■■■■■■■■■■E■■■■■■■■■■■MM■■■■■E■EW
tin
aaaao■■ llrElMENN no lrll ■ ■ ■HEM E■■■■N■EN ■ ■EEN■■■MM■■MM■■■■■■■■■■■■■■■■N■■■■■N■■N■N■■■■■■EEWM
►n■■ ■HEn HEQi ... . a■ ■■E■■E■a■■■NNE■■■■MM■EMMN■EE■■...............................
01�11112miluslumEmmmmmmmme_mm�r� p®emm=a■:emm�lEoemmmemmMmm
■ ■■ ■■ ■ ■■■ ■ M■N■■■■■■ ■ ■MMM■■MMNN■E■■■E■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ME=
■H■■G�■■NN■n/■■n■■■/■M//H■■■■■N■■■■■■/■■■N■MNN■■N■NNE■■■/■N■■■■■■■■■■/■/■■■■■■■N■■■■■N■■■■■NHMN
■■/■■�I■M■■MMM■■■E■HM■■■MM■■M■E/M■'■■■■■■■N■■■■■■■■■■■■■■■■MM■M■■■■■■■■■■/■■■■■■■■■■■■■■E■:■■E■■■EHE
MEMEMEMEMSENIMMES
■:aaall��Na:a:aaaaaaaa:aVE■�EMIIIMM��J:aaaaa:aaaaa:::aaaa:::::::aa:::::::a::�aaaa�:aaaaa:::aaaaaaaaa�:
RON
NE■E■NEH■EEMME■■■■NMNMM■E■E■■■MN■■N■■■■■■■■■■■■NNE■■M■■■■EE■■■■■■■■■N■■■■■■■■■■■■■■■■■■M■■■■M■■■■®
■■■NE■N■M■u■■MM■■N■■■■■■■■■ENMMMM■■■EEN■■■■■■■■■■■■■■■■■■EM■■■■■■■■■■■■■■■■■■■■■NEE■■■■■■■■■■■■MW
■■N■■■■N■■■NNu■N■■■■■■■■■■ME■■■■MMM■■E■■ME■MEE■■■■■■■■■■■■■■■■■■■■■■■■■■■■■MM■M■■NEE■M■■■■■■■■■MHN
■
■■M■/WEE Mills■■MN■M■HMME■■■■■//■■■M■■■M■MM■■■■MNEE■■■MMM■NM■■■■■■■■■■■ME■■NEE■M■E■■MM■■■M■■M■■■NME
■■EENEN:Eu■MN/■N■■■■■■■M■■■■ ■■■■■■Mr�Iw ■MMN■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■E■■■■■M■■■■■■■
■■�n■HNMMHH■ ■M■ENH■NMMN�SE■MSEEN
M/��%N i■(!!dG�s'■■■NMMMMM■E■EN■M■■MM■NEE■■MM■ENM■■■N■■■M■N■
■iTiio ■ a ■ ■■oi/■■■■■i■■i■■■■■■■■■■■■■■■■■■■■■■■■■■■■iiii■■■i■■i■■■■■■■■■■��
MORE
M�E ■ ■E■■Ea:a::���::::::::::::: NNE:::::: :IH
■� H H
� ME 0 a SEEN
law MHME■■�M�H N�M■E■::■NM:.H.....■..0...................................................■.
u■E■■■■ . ■■ MMMEE■■MNE■ ■MME■■■■/EN■■■■■■■■■E■■■■NMM■■■■■E■■M■ENE■■■■■■■■M/M■■
■■■■■■N■ : ■■n n■■■■■M ■■■■M■■■■■■■■■■MMMMM■■■■■■■■■■■M■■■■■■■■■■■■■■■■■■■M■■■■■■■■■■s■■ME■■��
■■■■■■H:E ■E■ n■■■■■■a■■■■MMMM■■■■M■■MMMEM■■■■■■N■NM■M■M■M■■..............■■■■■■N■■MN■■nl.■
■ .........M■EN■■■■■■N■:MM■■■■■■■...............................................E.............n
:: :::::::::amommo::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::ii:N
ifIf
...:............................................................................................
l�■■/■■MEE NMI
■■■■■■■■MM■■■MM■■■M■■■■EM■■MM//EM■■■■N■■■■■■ME■M■■■■■■NEE■■■■■■■■■■■■■■■■■■■■uE■.■■
[INN■■M MEN
ME own a a
■■■■■■■■■■■■■■EEM/■■NE■■■■■■■■■■E■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ME■1.■
.■:... .:.... . .:. .. ... ■■ ■■■■■■■■■/■■■■■■■■■■■■■■■E■■■■■■■■■■■■■■Era■■■■■■:::I�

■■■■■..■n.■■.■■■■■o■■■.■■■■n ME No ■■■a'w■.■■.■■.■■■■ ■■.■■.■■/
SENSE OMEN■■■■■■ ■'aCaMEMO■a'RIND■aa/:a"= C:aCaaaaaaaaaaa■aaaaaaa■i..1�i1
■o■.■o■.aC■■■./■C■■ so MINA or ON ME
aSENSORS MENNEN aaaa■■iiiiaaaa'.aaaaaaa/:aa/aaaaEN 11111P.9, CC:Caaaaaa0aaaaaaaaa■■aaa
aaaCaaCaaaCaaaaaaaa�.aaCCaaa::�/aaaa:C:�Caa�a MCaaaaaaaaaaNaaaa.aa:.a
a.aaai.oiaaaaa■aaaaiaaaCaaCCC►'iaa.auumms%m C.CC.CCaa'■.CCCaCC/:� ■_
aaaaa■aaCa�:■aaaaaaaaaa■:aaaaa=�aasaa■am aid aaaaaaaaa:laaaa�■a■aaaaaaaa "
■.■■■..■■■■■■.■■■■■■■■■■■.■■•a�aaaaaaaaa aaaaMaaaaaa No an so
aaaa��/aaa��.aaaso
amom mom NOOSE MEN aaaaaaaaaMaaaa'■'■aaaa'■'■aaaaaaaa�aaaaa■CaaaaClaaMMO llomiiiii+■-ir�il'llr■ilasmannsom USERS ria•r•'i••�ia
'■aaaaaaaiiaaaaaaaaaNONE aaaa 9aua111111 aa'uaaaaaaaaiaaaaaaaaaaaaaia
manso■■oo■■o■■■.■NEWS■■.■■./■/t:l..o■■■..■■■/IN..■■.■/■/■■■■■..■■.■■■■■■
CaCaaaaaaaaaaaaaCaaaCaaaaaaaaa:SaaaaaaCC�.■��o==:■=C==aaaaaaCaaaa'■aaaaa,_
aaaaaaaaiaia ONE aaaaaaaaaaaaiaaaaaaaaas■aaC■/ioi11CCCCC�CC�CCCa%CCaBONCCC0�
■■■■■o■.■■..■■■.■/.a■/..■■a.■■.■/a..son■■■.■IIo■.o..■■■■■■■.■■.■■ommm-...o
w••�m------,
awi■aaaaaaaaaamom a:iaaa■ui■aa�■aaaaaaaaaaaaaiiaii=aia.aa%•'aa■■••■•■ _
■..■..■■■..■o..■.■'Oaaaaaaaaaaaaaaaaaaii■aaaiiiiiiiiiaaa'iaaaaalaiaaaaai■
■■■■.o■oo■■.■■■/./�
■■/..■■■..a■a■o■.■►:a/■man■■.mom e■...a■■mom■..■.■■o■/a/■■■■■■■o.■oa■■/
aaaaaaaaaso■aaaaaa�Vr."aCaaaaaaaaaaiaaaa■■ai■ aa■iaaaaaaau■aaaaaaaaa■iaaaaa�®
■.■■■■■■■.■■■■■■■■e�/■■■■■■■■■����■NOOSE/■.■■■.■■■./■.■■■■■■■■■■■■■■.■
aaaaaaaaaaaaaaaNa`-_' aiiiagin ■►a�i■aaaaiaaaiaaaai'i ■aaaaaaaaaa
■.■■■...c�:::■/■.rl■■.■■a.o■.owli Imay.o■.■■�•r�■■.■■.■aa Ronson
.o.a■/a■o■
i��aaaaaaa�aCa'a�■:aaaaaaaaaaaaaaaaaaa ►a aaaTq aaaaaaaaaaaaaaaaaaaa'.aaaa
■■■■/■■■.■.a.■■.■■■■■./■■■/■o.r�■//■//■■a�■.�ao■■■./■./■/.//■■■on■.■■■■
.■/■.■/■..■/■■■..■■.■■■o.■/■■■■■/■/■o.o■■a.l�;�■./■.■■a.■/■/■■■acqua■oo■
..■■o.■■■mom.■.■./aa■...■■■ooa■.a■■■■■■■NA►�/..■oo/o■■..ao..aoa•�oo.a.o
a.■aaaaaaCCaaaaaaaaaaaaaaaaaaaaaaaaa SEEMS e'.aaaaaaaaaaaa'■a■ :aaaaao
■■■■■o■■.■.■o MOOSE■■■■■■mom■.■.■■■.■.o■.■■■■■a►■a■/.■..■■■■o■a■■■■/■■■
aaaaa■aaaaaaaaaaaaa�iaaCi'■iaiiiiaiaeaiaaa.�aaiaaaal"■aaaaaaaaiaaaia
■■■■.■■■o■■o■■■■■/.■■■■■/■.■.■.■■■■■.►J.■■■.■.■■/■►\■■■■■■.■■l--1/■/■■■
MEMNONCC".Caaaaaaaa'■aaaaaaaa'■aaa'.'aaa�aaaaaaaaaaaa'■.aCa.a'■aaaaaa'.►.'�aCaaaa
■■■■■/■.■■■■■.■OMEN■■■.■. mom■.■■.■■■■■.a■■■■a■■.■afl/r�i■■/■■aa■:1■■■■■■
a.a'■aaaaaCaaaaaamanC�/aaa aCaaaaaaaaaaa'■au%'.%C� ■�= aaaaa
a■■�
■■■■o■■..■MEN■■.o■■■■/./■■!■Noma■/ /a■L,. ON/.■o.■o■/■..■a■a.Fia■o■■
■"■■""■""aaaaaa'aaaaai■aaaaaa�/�aii_'. ■as'Ciaaaaaaaa�■Ciaaii aaaaaa
■■/a.■■■.a►..
■o■■■■o./rN!'>lE'a.m■/a■■N..■o.N■.■N����■■a/■.. ��.■/a■■a■■...■a■/..i...■.■
loaaaaaa:a■::CaaaaaaaCC'onCaa�C :Caaaaa■aCC 4aaaaaaaaaa�■aaaa':.aaaMORE
iaaaaaaaiaaaaaaa■■ooa®'aaiaiaaaa,a'■iC■aaaa■so owiaaaaiaaai.'ii'aaaaaaaiila
■■.■■..■aa./o■om■■■nil■mom■o/coons��■.■■■■a.■■l'w/.mom N■//■■■■■.■/■■■.a.!/
■■■■■a■■n.■■NNE■■■■I<1■/■/.IuJI■■ \■r�./■.■■a■WEEK.■■N=��r��...■.■...�■
• MEMO 0 mom mans.■■.a..■.m■m.■■.It■oa■/..■.a■a■!oLMr■Na■■■aus ■■..■■■
aaa'■aams' aallo�aCa�'iaaaaaaaaaC /\\N��■aaaaaaaaaa�aa�.aaCaaaaaa'�■aaaa
aaaaaaaC:�.asonCaaCCaaaa�.aaaaaCaC :aaa:'.Caaaaa:■.:aCaaaaaaC::.::•Caa
MENNEN.■a:aaaaa■aaCllaaaaaaa:aaaaaa■:':CaaC�.■aaaaaN.:aaaaa�.a���■=■:_
MIN lamC'■Nmonaaaaaaa'aaaaC.�i1 a�Caaa�dC'CiiC�aiiaa iaaaaa an Cam■•
.. . ..�.... o a■. . ■■.. ......�.p.... ...aaaa
■ ■ MEN ON aC.aa.' a ■■■.■ ■■■■1/0CaN ■' in.■n.■■ ■
'�'a. '.giaC■.■Ca.C/t�.■ ■a� ■ C■■a ■C■■.a�e.■. _G=go a
aaa ■ a aNN.a.a■o■or..� �R a ■.■■■■■a■.....� ■
__ �aso■■n■■a■
.a'■aaC iaiiC�.aaCaaaaaa��'.aaaC%■"C' 'C=ii/Ciaaaaaaiaii■iaai■aamom
/■a■■ ■■■OMEN■■■...o■■a■■■■■e,■a■■■CaCa■a mom.■■a■■/■om.■■■.■.mom■■
n.■o. ■ao■■■N■/■/.NOON■ ■ r■ ■■■ ■■■.■■.■N.Em11■■/. ■■ ■o.NaN■
■■ ■ °" 'q ■■=ali'a■a ?a■■'=i ■ ■=■aaaaCriaC° aaa �m�■N
■ 'a1�'I C...C.0 r�■� C aaaa a'� ■.
_ on . Ca. N y�a �CC CaCaaaa
as a.11 C . ■■
a . a = C
.a.■aa a'a:..■■N..
Casa ■ �■C�.a■a aa�i■■ � ./aaaa ■a ■ ■.■
...aaa a.. a■ . • ■a■ as■=°.
aCa a C■a = ■ a
ayonaa 'a
..a
r,

■ + moomm.■■..NONE■■■.■■■■■■.u■■■.■.■.....■■■■.■■.■.G■■■.■■...■■. ■r■ .■■
■ ■■million...■■■■■SEEM■E■■■■s■■■■■■■.NNE.■■■■...■...■.■■■..■..■...
.... .��C■1■ �C■■■■
..■■...........■..........■...■...■mm■mm■ommom■mmmm■mmom.■.Es■■In . H.E
.■..■........•...NONE.........■...gI■■l..mmm■m7Enmmms■■N■.■■EN.■s■E■E ■■..
soon
�ONE..Cson■■■NEE■.■.m.■■o■.■■■1��:li�r�m■E■!�IEmonNnssmmmm■m...■■ ■ ■■
mass ■.■■ NOR■....■■■..■■■..■..■■liEL!u!■mmmlmur■.l�r i�1�!!;/�.■�.■■.■o ■
NEE.■ ■NE■■E■EEo■m.ENN■■■R■m■■■■■■m■mormtlm■■Imm■AEENEEG�■■■ ■■.■■■
■ ■ ■NONE■■ .■mN■■.■moma■■■■■m..■■■■ummm■■■.ON■■■...■.■ ammo■
Cu rrplu■.>,...C...a■..■.nommo I.■.l�s............III momm so" imimm���i
�H.E■EESEa■..N■■■NE■mo.m■Ns■m.■■■sommom■m.■.■Ni�.EE.ENNE■■■ ■ on .■ //■/.. ■ ■ ■
MEN.■■■Ems,■.■.■..mono■■mm■sins■■s■■■■■■.■.N.E■1,■■■Ef■EE■sEE..■.■mo■...NnELnN■■m.s....■■■NE■■N
■■..■■.■N'■■■...■NN■■E■ENE.■■N.s.■m■nsm■■m■s■■mm■os'■.■onons■■mE■mn■ mmm■II■■.... ■■..■■■■■■HW
■■N■■E■n...s■■m..■.■■■■sE.■o..■■■■m..mm.mmm■■mmmmm■■■■■E.NEm■.sm■omm.on■l.m.mmmm�■NmmmNmm
■�.E.■■EEO.E.■7■N■■E.E.E..■NE■■Noo.■EE■mm■■m.■Im■m..■.■mono■■■■■mossom■■■..■.■E■� ■■ �.■■
■ .n■ns■n.■■■SEEM imaman.■■SEE■■■■!■mmmmmm..EE■NEn■■ENEE■■■.■E.Es■.■ ■■N�■■s■■■ ■■N.. .N
■..■■■■■.■..■■-Eon■■■■s.n■■■NE■smm■lnsmommN■■■■■■so■■smmmmm■■..■■■s■■�■■■�.iEEsmEsl■m i.W.W
■onE■n■E■.■Em■ons■o.■■n■EE■E■■■..I■m■mms■ms■oommon■■Em■■mmoo■NEE... sE■ o.m■..■1■■■ �■w
OGi:EG Mumma CSENSE NNm■mmem.EeeeSEE e■!■eeeesee.eeEE■sE■.Em■mmm■mE.■■■■UN■■ ■■■li ..
■■■■.■■■■■as■n■E■■E.....■■■■■.■■■.'■■■■■...■■mN■.mm■.■■■■■■■OE..ENEn ■■.E, ■sME■IINNw■ mwH
..•■■mons■E MEN■■■Noun■.SEE■......■:.E.■■...E■..■.........m■■momma■■ms1■E.■��.m■n11nH.■ ■■■
EE/REEm■■■.man■..mommom■on■■.■.E.■.■aso■■■nom■l.son■■■■■msmmm■■■N■ENEEHE n.■I1
.■■.■n.■m■■.■.■■■s■■..■ono■■aE■.E■■■■■■■s■■mml■■■■.f.■■m■mm.mnm■.EN' ■ .O■.■EM
■N■■■.■■Ea■■■n■■■■N■.E.E■■■■.■.■mE■mmmmm■■■■ml■m■■■■■...■■■.■.■■E.■ .WENf ■
.■mn..■■E■■■.n■■■NE■.E■■■■o■■■■■NEE■.■E■E■NEEI■N■Es■■n■■■.NEENMENNEMEN
Es.■■ HN .s■
ENE......NEE■111 ME.■..■■■■■ms■..■i.■■mm■mmmmsml■■■m.■■■■■msmm■n0 ME MEN siammmmsmomommi SENSORS!
.E.. ■
■W.E..■■snEE■.nn■■■E■■Emus N■■.■■n■mm■mm■■.nnl■■ENE■Eo■■msm■■■E■■■■ ■Hm■
■■WE.E.■E.mEEon.n1E.■.noun
■n■■/■n■oom■mossoml■E■■■iEE■Em■m■om.o■.n■ .w ■
mn.■.■E■■■H.N.■.■■■.E■■■EN■sE.■s■■■onoommmm■■ass..■■EEn■soma■.■■..MENM■EE■E■■■nW■NHH■
■■■N.■m.■■■■.■■.■..■...■E■■s■.■■E■..■..s■N■■.■■■■.■.■EN■E..UI.m■...EMEN ■H■■■N...N H.■■nw
■W.n.Es■■E■.■.E■..■■■■Enos s■■■mmmmmmmmm■■■soN.■■.■■■EN■osom■■■■■Nmmm■ml.mH■mmmH■■ NUNN
..■■.Es.EE■\■E
■■..■.■■■..En....R.E■■sn■■NE■.Es■oso■mono■■■mE■E■■.■■En.mou■.NEE■\■Ho■■■N
■.N■■N..E.■■■■■E■.■NEE■■■EEEs■■mmm■■■mmmm.nno.■■■■oEE■■NEs■■E■ERE■M EmmumNmm.:.■■aEN■
No■.E■■.E.■■NNE■N■■■■E■N■E.■■■■■■■mmmmomm■nno■om/a■■.nEEE■n�■■■■■■■EH■■■ ■H■■W■N■
OEM Hm■mom■m■mm■mmm■m■■■■■■ mmsmm■mE lns■N ■ ■■■.ma:
OEM■■■N■EENNE■Emos■mm.■ENE■mommmus ME
■RE■m■■■s■■.■■o5\N■■ass.■■■■mEn�■n\■■■■��
smommmozzG�imii■■■m■riinENCs:i�■■■.■■mo..amo■■■■yam■n■EN►.4■NNE■■►E....ESH■■NNE.■
■■■■.■■O..■■■■■■.■N■►r■.N■mm2n■mama■■N.■. .■■►..■■m.■■.■►■■NWn..■nN■■NEEr■�WMi■
■n■.■mmom.
■■■■■■.■■■N■■.E■■■■■■■■■■■.■■■�R■■.E,■■■NNE■■■■■■■■�..�■■.■■.■■■■■��■■■■E■N■N■■■..■EiiEE.W WH
..n■■m■■nE.■■N■.■■■■E■■m■m■Nnnon.■m;.■■■Em■■■mN.■mN■.■■■■■RE.■.■■■r,a■■.■■■■■.E■■■■■EE.NHH.N■■■■w
■■R■a..■.■■■■■.■■■■■■■■■■■■■■■E■■e■■;;r■■■■■■■■■■■■.■■■■■■mm■mamaNEm■ri.HEa■■■■■■■Hur..H■■■■.N■nm
■■...■■e■�ENN.N■■Nam■.■■.a.■■■�■■■m�■■.■■.■i�■ntrasl�■�r■a■■EmN.■..ENN■..Ire.=E■�■N■.NN.�� �'�'im
C@I.■■■■■■■.■■.■■■■■■■E■■m■■.■s■■■■■■■■■■■■■.rimMll■Ea■■■.■■.N.m■■mE■■■ Nn ■■ ■■■mNCc ' ■
■■■■.■n■ER.■■.■■■o■■O■■.■.■■.■■.■n■■ ■■E■mm■■■N■■■■N■maH■Nn.■■.nmm■mm.��m.n■■■■■...H■
.EE■.nN■■■■w!■■E■■■..■.■■m■■■.■■E■■■,■■N■■■■E.■■mm■■■■■ERE■EE■ENOn■■NE.O■rt�■■mm■■■■■■mm■■n
■■■■.■■.■■■ ■omm■m■■m■mmE■mm■■a■■■■■ltl.■■■■.■E■.�■,,�N■.■■..■■■■.mE■■E■.■■■m►pis.■■■■■■■■■■■p
■nm■mmmmmm■ m■■mmmm■.■■■E■■E■■rnR■■■llama■N■.■■>.-.��■■■■■■E..■■n■■■■■�-.■i.■m■..■n■■nmW
.Eta..■■■■.EEO.n.■■.E.■■■■■..nNN■■n.■n.■■■■■■■■■.. :■nn.■■mmmm■m■ snm.■■■■.■n■mmm■m■■N
■■n■■■.■■.■■■■.■■■E■■■mNE■■■E■■.lama■u■■■■■■■.■■■■ass■■E■s.N■■�.sNOOSE
.■■EH■RRN.
■■■•.■■..E■NO■■N..■■Nam■■.E■■m■■11a.ENu■E■■■.■■Nam■■■■■.m■■■��...■■■■■■.■ ■
■E.■■■■■■■E■■■■..■■■■■■m■■■■■■N�1■■■mr■■N■■■■■■mom■m■■■Nm�Am■■■■m■■ ■
■■■■■■■E■.■■■
EMWE■■NEE■■■■ ■■mmum■ssr■s..■sso■m■so ..�■m■ss■o■mm■■■ ■ ■
■Hat ■■■■■mmmmm.■■■■■■■■sumss■E/E■■■Ill.■■■■R■■��Gr.R■■■..■■..N■■.■..■ W
N.nN=■N■EnENE.■NNE■EN■■NNE■■■■��.■■■■L1N■■.s�!��Em■■noss■smon..mmm■on NME
onossmommomms
NOMME MONSOON
m.■■■■■■■■■■.■■■■■■■.■■.■■■■■Em■■.■■■■■.■m■E.■■■m■■ER■m■.■ ...■.m■■ ■ ■ ■s
■■m.■■■■.m.■■m■■■■■.■■mom■■■■■m■■■■■.■.■m■■■■■m.■■■■EN■E ■m■■■■■■
......................■■Nm■ass■■.■■■N■Es■E■Em■■NN■.m■ EN m1
........................................m■■■.E.E■■N■■NEE■■.■r1mE■E■■E. ■ mr■IE■EENE.N.■mmw
......
.........■....................■........................................... ...■........... .■.■

■ :..SEES�■:::■..:..SEEM5OMMEMENEME...:..■■.. EMEMMEMM
Ell
..■■■..■T C � �� p
................................................................... ...
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■/,■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ SEEN■ ■ nOMmM�
■.■■■■■■■■■■■■■■M■■■■■■■■■■■■■MOm■■■■■■■■■■■■■■■■■I/■MEN■■11E1■rw■■�����raFa�su■■■■■■■■■■■■�.■■■■mH
■■■■■N■■■MM■EMS■M■■■■■■■■■■■■■■■■■■■■■■■■■■■I■■■■■■Ell■I'iG■[4IIl'.' ■m wimm■m■■■■■MM 11Sp■�■■mm
■■■■■■■O■■■M■■■■■O■■■■■■■■M■■■■■■■■■■■■■■■■■!.■■■■■■Y■■/.■ MUNONE�■�■iMiivissomM■■■■■�!■■■�■■m■
■■■■MM■■OO■■O■O■■■NMM■■■O■■■■■■■■■■■■■■■■■■■■■■I■■■■■■SEEN■■■■■■■■■ ■
■■■NM■■■MMO■■■■■■■N■■■■■O■■■■■■M■■■M■■■■f■■■■■■■■■It■■■■■■■MM■■■■■ME■■■ ■.■�I■■■■■■■Ell■H■■H■■■
■.Nl+a■■eeeeese■eeeN■■E■■N■aw■■■■Nm■N■■■■N■N�...■■■■u■■■■■n■■NN■■NN■■ NN En■■>,■■■NHN■■i■■■■■nEn.
■■■■■■■■■■r,■wMw�Mnr�Oseta■■■■■■■■■■■■■■■-.■■■■■.�e�NM■■M■■MM■■■M■■■NNENNUNN■�E■■mmaE�lm■■■■o■t�
■■NM■■■OM■■■■■■■■■■■■■■MM■■■■■■■■■■■■■■■■■■■■■■MM■■■■M■■■■■■■■■■■■■MM N■ mll■■■■■■■■■IEEI■■■■■e■<A
■■6 ■
■■■■■■■■■M■■■■■■■■■■■■■M■■■■■■■■■■■E■■■M■■■■■■■■■■■E■■■■■M■OEM■■■■■■■■o�M■n■■
■■■■■■■■■■■■■■■■■■■NNE■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■E■■■■■■■■■■SEE■ HM■MN■■
■■■NMM■■■■M■■■■■■■■■M■■■■■■■■■■NE■■■■■■■■■■■■■■■■■■■MNN■■■■■■■■■M■■■■■■■■■H■ME■■N
■M■■■■■■■■■■■■■■M■■■■■■■■■■■■■M■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■m■■MN■■ONO■■■
■■■EMS■■■O■■■MM■■■E■■■■O■■■■■■■■■M■■■■■■■■■■■■M■■■■O■■■■■■■■■■■E■■■■MEN■■■■■■■■■■■■■ MEMO
■■■H■■■■■NENNNM■■■M■■M■■■E■■C7C!11/E7�JIC\■■■■N■■■EEE■m■■■O■■■■■■■■■N■M■■■n■■■■■■MMMMMBOHM■
■■■■■■■■■■■■■DOE■■■■■■■■■■■■!IV■!Im■r�■>z■!■■■■■m■MmEEOC�Mmm.�.CEEEOEiNiitluO■!!OO■IO■■■N■■0■
■■■■■■■■M■�■■�■��m■■■■■■■■■■■M■■Y■■■■■■■■E■■■MM■■■■■■■MHO■MMO■■■MOO■■H■■■■■■E'■N■■MS■OH■■■H■■■N
■■■■M■■■■■■■■■■■■M■■■■M■■■■■■O■■■■■■■■■■■■■■■■■■■■■■MEM■■■NEE■E■■M■■■M■mH■■■iEmppB mM■
■■■■■■■■■■■■■■■■■O■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■M■■■M■M■ MISIMMOMMEMEM11101 �■
■■■■■M■■■■■■■■■■■■O■■■■■■■■■■■■■■■■■■■■■■■■■■■■MM■N■■■■M■■■■■M■MOOD■■MO■■■O■■■Il
.. ..............................................
...H.....................................................HMS..... . ■�l m
M■0.......................................................M.■......... M■■■H. ENSURE
HMMM■■■■■■■■■■■M■MOOD■■■■■■■■■■■■■■■■■■■■MM■■M■■■■■MMM■■■�■■■■■■■■■■■mMMHE■■■ES on
■■ ■H■■■■■MMO■■■MO■■M■■■■■■■■■■■■■■■■■■■■■■■■■■N■■M■■■■■■ ■I■■■■■■■■MMM■■■■■■M■■MM■M N■■■
■■■■■■■■■■■■■■■■■■■■■■■■M■■■■■■■M■■■■M■■■■■■■■■M■■■■M■Mn■■■MO■■■MM■■MM■■■■M■MOO Nil "at►AV4WMl
■■■■MMOO■O■■■■■■■■■■■■■■■■■■■■■■■■■m■■■■■■■■■■■■■■■■■■■■■■O■■■E■■MOO■■M■N■M■■■El/■ � ■sil\�i�HH■
■■■■■■■■■■■■■O■M■■O■■■■■■■■■■■■■■■■■■■■■■■■■M■■■M■■■■MM■■■■■■■■O■MOO■■■■n■MM1■■I.MM■ ■
■■MMMO■■■■■■■M■MM■■■■■■■■■■■■■■■■■■■M■■■■■■■■■■■■■■O■■■■■■■■■■■■■■■■� ■ mail
■■■M■■■■■■■■■■■■■■■■■■■■■M■■■■■■■■■■■■■■■■■■■■■■M■■■■MM■Mmn■■■■MM■uM MOM
■■■■■MM■M■■■■■MM■■MMMMM■■■■■■■■■■■■■■■■MM■■■■■MMM■■■EN■MSS■■■■■■■■MMMM MEN
ONE son
■■■■■■■M■■■■■■■■■■■■■■■■■■■O■■■M■■■■■■■■■■■■■■■■■■■■■■■■■MM■■M■■■MOO■■■ ■■■■M�M■m■ON
:::.:::::::::::::::::C::::::::::::::C::::::::::::::::::::::::::C::::B�E�E3' MC�yF.
i■■■■■■■■■■■■■■■■OO■■■■■■■O■■■■■■■O■■■!M!m■■■■■■■■O■■■■!!■■......................./EMH■ME■
:SEES■■mom■■■■■■m®■■■E■■■!■MM■M■■■a■!!■■so■■®!!■■■■■!■■■■■■■■m■■■■■■■■■■■■a■■■■■■■Mn■ME■■■■MEN!■■■

i
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Sourde Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine produi tion ( egetative or wooded buffers;
( commended best management
practices;
(l-G od judgment and common sense
Animal body surfaces Dirty manure covered animals ( "Dry floors
Floor surfaces Wet manure-covered floors (4-5fo-tted floors;
(i-vq.-terers located over slotted floors;
i
1 1 Feeders at high end of solid floors;
(41 crape manure buildup from floors;
i
(r underfloor ventilation for drying
Manure collectior pits Urine ( equent manure removal by flush,pit
recharge,or scrape
Parital micorbial decomposition ( nderfloor ventilation
Vent(I'ation exhau t fans Volatile Base I; (4-n maintenance;
Oust 1}Efficient air movement
I'iidoor:surfaces Dust (-ri&shdown between groups of animals
{) Feed additives;
{) Feeder covers;
O Feed delivery downspout extenders to
feeder covers
Flush tanks Agitation of r�cycled lagoon ( I Flush tank covers
liquid whiles tanks are filling () Extend fill lines to near bottom of
tanks with anti-siphon vents
Flush alleys Agitation during wastewater ( nderfloor flush with underfloor
conveyanancel, ventilation
Pit recharge point Agitation of recycled lagoon () Extend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
Lift stations Agitation dunjg sump tank filling l 1 Sump tank covers
and drawdown
I
Outside drain collection Agitation during wastewater O Box covers
or:,j1i t'idn boxes conveyance
End-of drainpipes it lagoon Agitation during wastewater 1 1 Extend discharge point of pipes
underneath lagoon liquid level
Leg'noh surfaces Volatile gas emissions (341roi.er lagoon liquid capacity
Biological mixing ( Cor ect lagoon startup procedures
Agitation ( inimum surface area-to-volume ratio
( 14nimum agitation when pumping
O Mechanical aeration
O Proven biological additives
Irrigation sprinkler nozzles High pressure agitation () rn ate on dry days with little or no wind
Wind draft ( Min'tnum recommended operation pressure
( Pump intake near lagoon liquid surface
Pump from second-stage lagoon
AMOC--Noyember 11, 1996 1
i
I

Storage tank or basin Partial microbial decomposition (} Bottom or midlevel loading
su face: Mixing whilelfilling ( I Tank covers
Agitation when emptying {1 Basin surface mats of solids
(I Proven biological additives or oxidants
Settling
`basin surface Partial micob al decomposition {1 Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation wh an emptying 1 I Remove settled solids regularly
i
Manure, slurry or sludge Agitation wh6 spreading (`I'Soil inioction of slurry/sludges
spreader outlets Volatile gas emissions (Wash residual manure from spreader after use
1 I Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas omissions while drying ( oil infection of slurry/sludges
or'sludge on field surfaces (-�UI incorporation within 48 hours
( Spread in thin uniform layers for rapid drying
(1 Proven biological additives or oxidants
Dead animals Carcass decomposition (-}-Proper disposition of carcasses
I
Dead animal disposal Carcass decomposition () Complete covering of carcasses in burial pits
pits (I Proper location/construction of disposal pits
I
Incinerators Incomplete cdmbustion ( I Secondary stack burners
Sthnding`water around Improper drainage ( redo and landscape such that water drains
facilities. Microbial decomposition of away from facilities
organic matte
Manure.tracked onto public Poorly maintained access roads ( arm access road maintenance
roads from farm access
I
Additional Information: Available From:
Swine Manure Management; 0200 Rule/BOP 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 Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88 NCSU-BAE
LagoonDesig and Management for Livesto k Manure Treatment and Storage: EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater App ication Equipment; EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; Pll�-33 NCSU-Swine Extension
Enwronrinental Assuranc Program: NPPC M6nual NC Pork Produces Assoc
Optgns.'for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications
Nuis3nceiConcerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension
The Issues checked (-I pertain to t is operation. The landowner/integrator agrees to use sound judgment in applying
otlar'.co> trol measures as practical.
i
1 certify the aforementioned odor control Best Managment Practices have been .eviewed with me.
{4nd?vv. Signature)
I
I
AMOC--November 11, 1996
I
f

I '
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source- Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (-)-FTush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
( emove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids (iWaintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30%of surface.
li
Excessive Vegetative Decaying vegetation ( aintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
O Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of 'eed residues () Reduce moisture accumulation within and around
immediate perimeter of feed storage areas.by
insuring drainage away from site and/or providing
adequate containment(e.g., covered bin for
jbrewer's grain and similar high moisture grain
i products).
O Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
knimal Holding Areas Accumulations of Animal wastes (1 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
r holding areas to minimize accumulations of wastes
(i.e.inspect for and remove or break up accumulated
solids as needed).
i
I
MIC7November 11, 1996
i
I

I
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.
O 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 (-1 pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certi-fy the aforementioned insect control Best Management Practices have been reviewed with me.
i
(L A owner Signature)
�q
I `?l06
=or more information contact the Cooperative E�tension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27695:'76M
AMIC-'-November 11, 1996
i

I
MORTALITY MANAGEMENT METHODS
. .` s (check which methods} are being implemented)
I
( } Burial three felt 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. 106-168.7
( ) Complete incineration
( } In the case of (dead poultry only; placing in a disposal pit of a size and
design approv d 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)
i
i
I
I
i
I

EMERGENCY ACTION PLAN
. i
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGWNET SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) (91'0)296-2120
NATURAL RESOURCE CONSERVATION SERVICE (NRCS) [phone]
COOPERATIVE EXTER ION 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 tQ 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 over low-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 End eliminate the reason(s) that cause the runoff.
e. Evaluate tie application rates for the fields where runoff occurred.
C. Leakage from, the waste pipes and sprinklers-action include:
a. Stop recycle pump.
l ' ' b. Stop irrigation pump.
c. Close valvbs to eliminate further discharge.
d. Repair all I1 aks 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 flo, s in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks-possible action:
a. Dig a small'sump or ditch from the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes arei 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.
i

Assess the extend of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximates how much was released and for what duration?
c. Any damage motes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill ave the potential to reach surface waters?
f. Could a future f rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3,. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact I cation of the facility, the location or direction of movement of
the spill, weather ' nd wind conditions. The corrective measures that have been
under taken, and he seriousness of the sitution.
°a'' b. If ill leaves ro ert or enters surface waters, call local EMS hone number.
�, ,3t . P� P, P Y P
c. Instruct EMS t contact local Helath Department.
Sti d. Contact CEs, phone number - , local SWCD office phone number - -, and local
e4 !.
NRCS office for advice/technical assistance phone number - -.
If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5.: Contact the contractor of your choice to begin repair or problem to minimize off-
site damage.
a. Contractors Name: TN ►�
b. Contractors Address: Po ( ,�,3µ, Pik Nd I INL ASIS�z
c. Contractors Phone: 2S�- S`6�--6.9�F2.
sCs Contact the techni al specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: U D - C-r
a ,P b. Phone: 910 1UC)
n,
Implement procedu es as advised by DWQ and technical assistance agencies to
A . rectify the damage, repair the system, and reassess the waste managment plan to
keep problems wit release of wastes from happening again.
•J..rYn ',1,'
t !
f•
2
il.

• I
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
2, ,> receiving crop is dorma t (such as wintertime for bermudagrass) or when there are
extended rainy spells sl 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 clos�. to the minimum liquid level as long as the weather and waste
utilization plan will allo%i it.
.A
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 Iaw and subject to penalty action.
The routine maintenance
lof a lagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers. T le 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 ertilized with 800 pounds per acre of 10-10-10 or
equivalent.
Brush and reel 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 Iagoon 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 mod thly 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

1
• i
Lagoon surface---look for:
1. undesirable vegetative growth
2. fldating or lodged debris
Embankment---look for:
1. settlement, cracking, or "jug" holes
2. sidle slope stability---slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. roc ent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features cou d lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is,a threat
of a waste discharge. Holuever, a permanent solution should be reviewed by the
technical expert. Any di�ging into a lagoon dam with heavy equipment is a serious
undertaking with potentia ly serious consequences and should not be conducted unless
recommended by an appr-priate technical expert.
Transfer P mps---check for proper operation of:
1. rec cling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
System maintenance at a time when your lagoon is at its Iow level. This will allow some
,safety time should major r pairs be required. Having a,nearly full lagoon is not the time
to think about switching, r pairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is ;u11 also. You should consider maintaining an inventory of spare
"parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waders (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

i
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 solutiolns, consult with appropriate experts.
You should record the I vel of the lagoon just prior to when rain is predicted, and then
record the level again 410 6 hours after the rain assumes there is no g ( 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 Iagoon 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. Immediate y 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. Drainpipesl 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 esblishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working s ne lagoon in the amount of 0.25 percent of the full lagoon
liquid volute
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 ag cultural 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.
I
7. A dark Colo#, lack of bubbling, and excessive odor signals inadequate
biological a ,tivity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
I
Loading:
-The more frequently and regularly that wastewater is added to a lagoon, the better the
' ..agoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pid recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

I
Practice water conservation---minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Management:
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 re4uirements and soil moisture so that temporary storage
will be ma imized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
The lagoonliquid level should never be closer than 1 foot to the lowest
point of th 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 feel, 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 befo�e it fills 50 percent of the permanent storage volume.
i
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
I
I

' I
i
i
proper lagoon sizing,
mechanical solids separation of flushed waste,
gravity settling of flushed waste solids in an appropriately designed basin, or
minimizing1feed 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 custoin applicator.
Mix the slu ge and lagoon liquid with a chopper-agitator impeller
pump throw h large-bore sprinkler irrigation system onto nearby cropland;
and soil incorporate.
Dewater the upper parrof lagoon by imgation onto nearby cropland or `
forageland; ix remaining sludge; pum into liquid sludge applicator; haul
and spread ohto cropland or forageland; and soil incorporate.
Dewater the
'upper part of lagoon by irrigation onto nearby cropland or
forageland; dredge sludge from lagoon with dragline or sludge barge; berm
an area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to dewater; haul and spread with manure spreader
onto cropland or forageland; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste'application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Close.
attention by the pumper or drag-line operator will ensure that the lagoon liner remains
intact. If you see soil material or the synthetic liner material being disturbed, you should
='stop the activity immediately, and not resume until you are sure that the sludge can be
removed without liner injury,. If the liner is damaged it must be repaired as soon as
'passible.
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.

i
I
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 esign and construction, the owner has the responsibility for
;ensuring structure safety, Items which may lead to lagoon failures include:
Modification of the lagoon structure---an example is the placement of a pipe
in the dam without proper design and construction. (Consult an expert in
lagoon design before placing any pipes in dams.)
Lagoon liquid levels---high levels are a safety risk.
,r
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. `
x NOTE: If lagoon water !s allowed to overtop the dam, the moving water will soon cause
gullies to form in the dart. Once this damage starts, it can quickly cause a large discharge
of wastewater and possib>e dam failure.
I
1
f
E'.
1 f

i
System Calibration
•- I
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as uipment gets older and components wear. in particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results inIan increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
�I
You should be aware that operating the system differently than assumed in 'the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity.; For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressurej greatly reduces the-coverage diameter and application
uniformity.
For the above reason, �, ou should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
';three years is recommended. Calibration involves collecting and measuring flow at
several locations in thel application area. Any number of containers can be used to
collect flow and determine th.e application rate. Rain gauges work best because
:they already have a graduated scale from which to read the application amount
Without having to perform additional calculations. However, pans, plastic buckets,
Jars, or anything with a uniform opening and cross-section can be used provided
'the liquid collected can be easily transferred to a scaled container for measuring.
`e For stationary sprinklers, collection containers should be located randomly
;throughout the applicat;on area at several distances from sprinklers. For traveling
-guns,,sp4Qk.lers should. be lo.cated along a transect perpendicular to the direction
of pull.' Set out collection coiifainers 25 feet apart along the transect on both
-sides of the gun cart. You should compute the average application rate for all
`'.non..uniformity of the application. On a windless day, variation between containers
:of more'•tl ah 30 percent is cause for concern. You should contact your irrigation
deafer or technical specialist for assistance.
*Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
I
t
I

i
Nutrient Management Plan For Animal Waste Utilization
04-30-2013
This plan has been prepared for: This plan has been developed by:
s
Hoof Hock& Claw SovsFac3149 Billy W Houston
Attn. Edward Dail H*,,Hock& Claw Duplin Soil& Water
825 NC 24 East 165 Agriculture Drive
lSuite B
Kenansville NC 28349 Kenansville NC 28349
910-296-1017 910-296-2120 Ex.3
e
Developer Signature
Type of Plan: Nitrogen Only with Manure Only .
Owner/Mana er/PrOducer Agreement
g I-
I(we)understand and agree to the specifications and the operation and maintenance
procedures establish d 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.
I
j c 4 D
Signature(owner) !, Date
Signature(managerlor producer) Date
This plan meets the minimum standards and specifications of the U.S.Department of
' Agriculture-Natural Rsources Conservation Service or the standard of practices
:... :adopted by the Soil and , ater Conservation Commission.
>Plan Approved By: 'w 13
T,echnical Specialist Signature Date
-----------------------------
905170 Database Version 3.1 Date Printed: 04-30-2013 Cover Page 1

• ;sNi ;t i
Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is n6t included in this plan.
S9 7wineFarrowing-Weanling Lagoon Liquid waste generated 4,292,020 gals%year by a
nimal Swine Farrowing-Weanling Lagoon Liquid operation.This production
haslwaste storage capacities of approximately 180 days.
Estimat�d Pounds of Plant Available Nitrogen Generated per Year
Broadcast 6623
Incorporated 11375
Injected 12527
Irrigated 7199
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs)* Applied (lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 7,199 9374 -2,175 5,143,584 -851,564
Year 2 7,199 9746 -2,547 5,340,656 -1,648,636
• j
at
i;
jl.• i
n E,
•
Note: In source ID, S means standard source,U means user defined source.
Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
905170 Database Version 3.1 Date Printed: 04-30-2013 Source Page 1 of 1

Narrative
This WUP is written based pn a field calibration and wettetable acres footprint done by Star
Maready/Jackson(see attached).
Pivot#1 has been divided info two(2)sections, lA and 1B. Mr Dail plans to follow the cropping rotation
as outlined in this WUP. Tl a irrigated acres used are based on ARC-VIEW measurements of the system
as operated by Mr Dail. Thy smallgrain in this WUP will be used for winter-grazing,with the WUP table
showing a total of 501bs/Nac that may be applied on the winter grain crop. Any smallgrain residue will
be bailed and removed from'the fields. As near as practical No-Till/Minimum-Till practices to be
" 'followed during planting to laid in erosion control on the existing fields. With the rotation as written Mr
:Dail may keep a continous horn rotation or substitute Soybeans any year desired.
- I
i
i
I
I
j
I
1
905170 Dataliase Version 3.1 Date Printed: 04-30-2013 Narrative Page 1 of 1

i
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 Ifor each crop in the plan. In addition,the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
3860 IA 21.25 21.25 N/A Norfolk Corn,Grain 115 bu.
Small Graih Overseed 1.0 Tons
Soybeans,Manured,Double Crop 35 bu.
3860 113 21.25 21.25 N/A Norfolk Corn,Grain 115 bu.
Small Grain Overseed 1.0 Tons
Soybeans,Manured,Double Crop 35 bu.
3860 2 13.00 13.00 N/A Craven Com,Grain 115 bu.
Small Grain Overseed 1.0 Tons
Soybeans,Manured,Double Crop 1 34 bu.
PLAN TOTALS: 55.50 55.50
1 Potential Leaching Technical Guidance
Low potential to contribute td soluble None
2 nutrient leaching below the root zone.
>=2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<L 10 soluble nutrient leaching belot the root '
zone.
High potential to contribute td soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
>10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Tenn No-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
f
9,05J70 Database Version 3.1 Date Printed 4/30/2013 PCS Page 1 of 1
NOTE: Symbol *means user entered data.

The Waste Utilization table shown below suinmiarizes the waste-utilizationplan for.this operation. This plan provides an e..stimate of the number of acres of
cropland needed to use,the nutrients"being produced The plan requires consideration of the realistic yields of the crops.to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
- - --- --- - - - ----- --- -Reqd--Applied-- - Applied-----(acre)--. (ate)---(Field) (Field)-
(Ibs/A) (Ibs/A) pbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
3860 IA S9 Norfolk 21.25 21.25 Com,Grain - 115 bu. 2/15-6/30 131 0 *10 Irrig. 121 72.14 0.00 1,532.93 0.00
3860 IA S9 Norfolk 21.25 21.25 Small Grain Overseed 1.0 Tons 10/1-3/31 *100 0 0 Tirig. 50 29.81 0.00 633.44 0.00
3860 1B S9 Norfolk 21.25 21.25 Com,Grain 115 bu. 2/15-6/30 131 0 *10 brig. 121 72.14 0.00 1,532.93 0.00
3860 IB S9 Norfolk 21.25 21.25 Small Grain Overseed 1.0 Tons 10/1-3/31 *100 0 0 brig. 1 50 29.81 0.00 633.44 0.00
3860 2 S9 Craven 13.00 13.00 Corn,Grain 115 bu. 2/15-6130 122 0 *10 brig. 112 66.77 0.00 560.58 0.00
3860 2 S9 Craven 13.00 13.00 Small Grain Overseed 1.0 Tons 10/1-3/31 *100 0 0 Irrig. 50 29.81 0.00 250.26 0.00
Total Applied,1000 gallons 5,143.58
Total Produced,1000 gallons 4,292.02
Balance,1000 gallons -851.56
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
905170 Database Version 3.1 Date Printed:4/30/2013 WUT Page 1 of 2

Waste Utilization Table Year 2 .
N.,,. ..:._ -- ..- •-. itragen: Comm Res. Manure:,Liquid Solid
.. id Solid Liquid
PA . Fert. (Ibs/A) PA..�.ManureA Manure Manure . ::Manure
Nutrient-N nt Nutnene' FPUed AFPLed Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
Obs/A) (Ibs/A) Qbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
3860 IA S9 Norfolk 21.25 21.25 Small Grain Overseed 1.0 Tons 10/1-3/31 *100 0 0 Irrig. 50 29.81 0.00 633.44 0.00
3860 lA S9 Norfolk 21.25 21.25 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 *10 Irrig. 127 75.72 0.00 1,608.94 0.00
3860 IB S9 Norfolk 21.25 21.25 Small Grain Overseed 1.0 Tons 10/1-3/31 *100 0 0 brig. 50 29.81 0.00 633.44 0.00
3860 1B S9 Norfolk 21.25 21.25 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 *10 Irrig. 127 75.72 0.00 1,608.94 0.00
3860 2 S9 Craven 13.00 13.00 Small Grain Overseed 1.0 Tons 10/1-3/31 *100 0 0 Irrig. 50 29.811 0.00 250.26 0.00
3860 2 S9 Craven 13.00 13.00 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 131 0 *10 Irrig. 121 72.14 0.00 605.63 0.00
Total Applied,1000 gallons 5,340.66,
Total Produced,1000 gallons 4,292.02
Balance,1000 gallons -1,048.64
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
905170 Database Version 3.1 Date Printed:4/30/2013 WUT Page 2 of 2

i
T'hb Irrigation Application Factor) for each field in this plan are shown in the following table. Infiltration rate varies
with.soils. If applying waste nutrients through an irrigation system,you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
hhgation Application Factors!
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
3860 1A NorfolN 0.50 1.0
3860 1B Norfolk) 0.50 1.0
3860 2 Craven i 0.40 1.0
j
I
I
I
i
i
i
905170 Database Version 3.1 Date Printed 4/30/2013 IAF Page 1 of 1
NOTE: Svmhol*means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source,ille number of animals in the facility and the plant available nitrogen application
-::rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases,the
priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
'Sites must first be evaluated fakheir suitability for sludge application. Ideally,effluent spray fields should not be
used for sludge application. If this is not possible,care should betaken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes,phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1600 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Farrowing-Weanling Lagoon Sludge- Standard
Corp 120 bu 150 13.16 39.71 79.41 119.12
Hay 6 ton R.Y.E. 300 j 26.32 19.85 39.71 59.56
84be6n40 bu 160 I 14.04 37.22 74.45 111.67
• � I
I
i
s.
............................................1.........------------------------------------------ ------------------
905170 Database Version 3.1 Date Printed: 04-30-2013 Sludge Page 1 of 1

I
i
The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative,the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Stora4e Canacit
Source Name Swine Farro ,ing-weaniing Lagoon Liquid Design Storage Capacity(Days)
Start Date 10/1 180
's
Plan Year Month Available Storage Capacity(Days)
J 1 1 58
1 2 92
j 1 3 123
1 4 155
1 5 180
1 6 180
1 7 149
1 8 118
1 9 88
1 10 93
1 11 99
1 12 125
2 1 130
-;c 2 2 138
2 3 164
2 4 180
2 5 180
2 6 180
2 7 180
2 8 180
2 9 180
2 10 149
2 11 119
aw
2 12 88
*Available Storage Capacity is calculated as of the end of each month.
-------------------------------------------------------------------------------------------------------------------------------------------------------------------
905170 Database Version 3.1 Date Printed: 04-30-2013 Capacity Page 1 of 1

i
Required Specifications For Animal Waste Mannement
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply t�e 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/hey- the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increise in the number of animals, method of application,
receiving crop ty,pe, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste!may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see ''Weather and Climate in North Carolina" for guidance).
905170 Database Version 3.1 Date Printed:4/30/2013 Specification Pale 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner _
that the crop is not covered with waste to a depth that would inhibit
growth. The pot�ntial for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
-12. AnimaI waste shall not be applied closer than 100 feet to wells.
.,`13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
'1•--'-----------'-'-'---...__---"--'----'-----------
-----------------------------
905170 Database Version 3.1 Date Printed:4/30/201.3 Specification Page 2

i
-15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior bonverted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic-rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers,toilets,
sinks, etc., shall hot be discharged into the animal waste management
system.
1 17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, �s necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appriopriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal produ Aion 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
r- basis to prevent breakdowns leaks and ills. A regular
on a regular b p , � p g
maintenance ch cklist should be kept on site.
20. Animal waste c�n 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 makers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
------------------------------------- ................................
905170 Database Version 3.1 Date Printed:4/30/2013 Specification Pale 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate-determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate;than a nitrogen based rate. Zinc and copper levels in the
soils shall be mdnitored and alternative crop sites shall be used when
these metals apQroach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be�kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5)years.
23. Dead animals will be disposed of in a manner that meets North Carolina
". regulations.
I
905170 -------
Ve Database rsion 3.1 Date Printed:4/30/2013 Specification Page 4

i
Crop Notes
The following crop note applies to field(s):2
Corn 1: CP,Mineral Soil, Idw-leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety"green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep.Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10%when
planting no-till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting ear y in cool, wet soil,banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence.The total amount of N is dependent on soil type. When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting.Plant samples can,be analyzed during the growing season to monitor the overall nutrient status
of the corn.Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): IA, 1B
Corn: CP,Mineral Soil,medium leaching
In the Coastal Plain, corn is�normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official VarietyI"green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep.Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10%when
planting no-till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool,wet soil,banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-30 Ibs/acre N and 20-30 Ibs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting.Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn.Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 2
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 1/2" deep.Adequate depth control is
essential.Review the NCSU Official Variety"green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 30 lbs/acre N at plantirfg. 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.
------------------------------------------ ----------------------------------------------------------------------------------
905170 Databas, Version 3.1 Date Printed: 04-30-2013 Crop Note Page 1 of 2

The following crop note applies to field(s): IA, 1B
Small Grain: CP,Mineral Soil,medium leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20.For barley,plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also,increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. 'lant all these small grains at 1-1 1/2" deep.Adequate depth control is
essential.Review the NCSU Official Variety"green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N Should be applied during the months of February-March.
{ The following crop note applies to field(s): 2
Double-Crop Soybeans, Coastal Plain:Mineral Soil, low-leachable
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th,
When no-tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 17-8" drills;4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10%for no-till planting.
Seeding depth should be 1- 1/2" and adequate depth control is.essential. Phosphorus and potash
recommended for the soy b ans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen.However, applications of 20-301bs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans.Timely management of
weeds and insects is essential for profitable double crop soybean production.
The following crop note applies to field(s): 1A, 113
Double-Crop Soybeans,Coastal Plain: Mineral soil,medium leachable
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations.Review the NCSU Official Variety"green book" and information from private
companies to select a high Melding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for!7-8" drills;4-6 seed/row foot for 15"rows; 6-8 seed/row foot-for 30"rows
and 8-10 seed/row foot for O6"rows. Increase the seeding rate by at least 10%for no-till planting.
Seeding depth should be 1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen.However, applications of 20-301bs/acre
N are sometimes made at p anting to promote early growth and vigor. Tissue samples can be analyzed
during e th growing season to monitor the overall nutrient status of the soybeans.Timely management of
�' g
weeds and insects is essential for profitable double crop soybean production.
-----------------------------------------
Note Page
905170 Database Version 3.1 Date Printed: 04-30-2013 Crope 2 of 2

f�
4v:717 • - • .►
e
1t �_
ti
.. w� �/'ry tt � t �� - + 1. �,// t, ,•K�h,.
\ n.
t t �
l�
�t ry (y� - • 14 v�I „h
s w t•
t �
,1
t }} r g
/
L wil.
t
1 1
• •ll

Bros#1
;Hunt ------------------'---- - -------- ----- ----- P lin
y:-
------------------------- -----
..at.to',; nearest residence (other than owner) : ft.
cows (frrov to
covs -(farrov to feeder):=====-I--============> 0
.ead (finishing only) :======_-L-------______>
,ova (farrow to wean) :===_-__=;-______________> 360
eacS (wean to feeder) :===____---------- -___> @
ve. Live Weight for other operations(lbs. )=> 0
torage' volume for sludge accu . (cu. ft. ) :=>
reatment Volume (min. 1 cu. f . /lb. )=======> 1.0
5 Year..- 24 Hour Rainfall (in� )===_________> 7.5
ainfall in excess of evaporation (in. )=====> 7.0
rainage area of buildings & lots (sq. ft. )=>
olume of wash water (gallons/day)==========>
emporary storage period (days)=--==========> 120
reeboard (ft. ) :--------------1-------______> 1.0
----------------------
ide slopes (inside lagoon) :================> 1.5 1
zsidd'Z6p' length- (ft. ):----- --_---_______> 280.0
I de;_ ridth (ft. ) :======-7------'------> 91.5
)p of dike elevation 50.0
)ttom, of lagoon elevation (ft.') :=__________> 37.5
?asonal high water table(SHWT), elev. (f t. ) -.=>
3ta:l :required volume:======------=> 212215 cu. ft.
aual design. volume:====_____ ----
> 213973 cu. ft.
:op pumping el. (> or = to 0.0 ft.SHWT)> 46.5 ft.
(> or = to �43.5 ft. Min. )
fired minimum treatment volume: 155880 cu. ft.
�utw:'at stop pumping elevation: 156067 cu. ft.
:art Pumping'elev. :--------------==========> 48.3 ft.
Uume• at start pumping elevation: 197081 cu. ft.
:tual volume less 25yr-24hr rain: 197961 cu. ft.
)TEs: Verify that temp., storagelis adequate:
Req. volume to be pumped:====> 40323 cu. ft.
Actual volume to be pumpe :==> 41014 cu. ft.
I

Ope.rator:======-----========_====----------->DaIL Brost2
;ounty.
__mot. to nearest residence (other than owner) : ft.
Iowa (farrow to
Iows (farrow to feeder) :======�_=============> 0
Lead (finishing only) :===-------------- ---->
:ovs (farrow to wean) :====--=-=--------=====> 200
.ead (wean to feeder) :-======_�-------------= 2520
- >
ve:.-.L ve� Weight for other opefations(lbs. )=> 0
torage,'volume for sludge accum. (cu. ft. ):=>
reatment Volume (min. 1 cu. f . /lb. )=======> 1.0
5 Year .- 24 Hour Rainfall (in )________=___> 7.5
ain,fall in excess of evaporat on (in. )=====> 7.0
rainage, area of buildings & 1�ts (sq. ft. )=>
olume of vash water (gallons/day)==========>
emporary storage period (days)_____________> 180
reehoard (ft. ) :____________________________> 1.0
Lde. sllopes (inside lagoon) :--=-------------> 2. 0 1
aside top length 121.0
iside top width (ft. ) :-=-____='_____________> 240.5
)p of dike elevation (ft. ) :==_._____________> 50.0
Atom of lagoon elevation (ft.l) :===___=___=> 37.0
aasonal high water table(SHWT)I elev. (ft. ) :=>
)tal required volume:======___====> 236973 cu. ft.
:tual -design volume:===----=_=j====> 239454 cu. ft.
:op.:pumping el. (> or = to 0.0 ft.SHWT)> 45.9 ft.
(> or = to 143.0 ft.Min. )
ired`=minimum treatment volume: 162200 cu. ft.
)2ume'at stop pumping elevatio 160311 cu. ft. `
:art pumping elev. .===________ ____________> 48.3 ft.
:7.ume 'at .start pumping elevati�n: 220429 cu. ft.
.ual volume less 25yr-24hr rain: 221266 cu. ft.
iTE Verify that temp. storage is adequate:
`:Req: volume to be pumped: ===> 56586 cu. ft.
"Actual volume to be pumped:==> 60118 cu. ft.
I
i
i
t

i
0peraitor:=============_====-L=====___="==='>Dail Bros#3
o st. to. nearest residence (other than owner) : ft.
sous (farrow to
sows (farrow to feeder) :=====--------------> 0
head (finishing only) :=====_________________>
sows ('farrrow to wean) :=======*r---------_____> 400
-iead (wean to feeder) :==---======--------===>
kve. Live Weight for other op rations(lbs. )=> 0
itor:age: volume for sludge acc m. (cu. ft. ) :=>
Treatment Volume (min. 1 cu. it. /lb. )=======> 1.0
15 Year 24 Hour Rainfall (in. )============> 7. 5
tainfall in excess of evaporation (in. )=====> 7.0
)rainage area of buildings & lots (sq. ft. )=>
'olume of wash water (gallons/day)==========>
emporary storage period (days)=============> 180
reeboard (ft. ) : ''"===;______________> 1.0
:ide. clopes (inside lagoon) :-==_____________> 2.0 1
nside top length (ft. } :____________________> 192.9
nsade:top width 192.9
op of dike elevation (ft. ) :________________> 50,0 <
Otto] lagoon elevation (ft. ):=__________> 37.0
easonalhigh water table(SHWT), elev. (ft. ) :=>
- otal -required volume:========p====> 2G0459 cu. ft.
ctual design volume:=========L====> 328608 cu. ft.
tpp pumping el. (> or = to 0.0 ft.SHWT)> 45.9 ft.
(> or = to 43.0 ft.Min. )
:aired minimum treatment volume: 173200 cu. ft.
olume at stop pumping elevation: 225093 cu. ft.
tart pumping elev. :====______ _____________> 48.3 ft.
olume at start pumping elevation: 303998 cu. ft.
ctual volume less 25yr-24hr rain: 305352 cu. ft.
OTE: Verify that temp. storage is adequate:
Req. volume to be pumped'====> 64003 cu. ft.
Actual volume to be pump;d:==> 78906 cu. ft.
i
i
I
1

. ■u/■■.■■■■■■■■i■.I■■■■ OMMUM.■■■■■OM MEN ..ice i ■■.. e■ /:■
. .. ■■■■.NE■■■■N■.■ N■■..E■■■.■■■■.■.■EE.ECS■■�0 CloVINIMS
.SECS. [:.■.■ ■.............■uR■■■............■■■....■■. ■ ...... a
.�...................SEES■.NE■■.■■�INM■■EEEE/f�NR■■■ NE
■ ■■.■■.■ ■E>r@■■■■E■■NEEN■■■■■■■���`■,!■_,■ ■EIEE .fERNE■ NEE.■■
■■■■.■■■.■■�E■■r■■■■Eu■■E■E■■■N■E..1IE■1 a E■r■Ilri1 En
■..■N■E■■S■■NNEn■■■E■■.N■■E■■■EN.■ �BEEI�NE■� a.n
..................... ............■I. ■=NOES. SEES.
■
C■E■■■■■■.■■■■E■■E■m�■■.�i�nE■■■■.��iSEEM Ean ■
Rn■E■E■I■■■.E■■NEE■■. ■■■.■■EE...a■.■■E■■.Massa ■ 1010
■ENN ■■ENirE■■S■■■ME■an ■EEE ■■■E.■E MEN R.an■M ON ■■.EN
mE�n.E■.■E.■■■■E■.■■E ■.■ ■■■E■■■NN■■.■E■■■.a■■■ ' NONE al
■ ■E■■E■■i.Er.E.■ FOR al ■EN■■■■■NE■..NE■■r■E■■ n ■■■■NENOE■ E
so
am a.........�... �..�...1 E....■n MEMI.■=.EENE9 .. ..�..
■n n.■■EaE■ ■.■r .. . ..SEEM. EE■ ■■ ■■■ ■■ ■E■■ ■■ ..
...■■...........■.. .. ■Ua■■EEN■IN■SE■ENE■■■■.■E■ MEIN
NEE■■■■■■.■■■■■■■■■�.■ ■ a■■E■E■EE■E■■E■E■N.a■■�I. �■E�eee e' N
.■.�■■Iii.EEriiE.E./..N •�� ■I...E..M■.■E.�.■■.■.�� C'CNN■ C�
■a• ■.S■EEEE■.■■E■E■ ■ ■ iN.■■■■■,■■ER ■■ROE R . ■■■
■■■..■■■■■.■■..■■■■■■■..■■.■■EE■E./■NE■■NONEEEI■.■■■ ■�iiirii a ■Ei
■EMMEME■■EE■.EENE■.■■■■ ■■.■E■E■■■.■■E■EE.E■■EIIEIE■■■
■■.■E.aE■EE■E.■NE...■■ ■■■'.o■■EEEE.■■■E■..■■■.USE. /.■ENE■■■■.■ � nl
■■■u.■E■■uE■.E■E■■■. ■ ■ ■■■■■■.■.■■E■u■■■■E■ on an ■n
■uE■■.■■.■EE.EEE.E■E■ ■■E■N■■■■■■rEN■■■N■■■.Eu■E.■ ■N■EENN■ Eni ■
mEE■■■■■■■E■■■■■■■..■■■■a■■■■■E■I>,EE..■■■■■■■I■E■■■ EEEn■EEN■■i�WE ■
■■■R■■■■■■.■■.NE■■■■E...■E■■■E■ENI■ESEE■■uan uE■uanE SION■■NEN■■■ ■■m..Em■N
.■.■ENEE.■■■EEO■■.■■E../N[.■■■E..'>■EEE.■■■■.CIlE..■ENEENN■■■E.EE■■�■■■■/.NEE■■. MINE
■■■.R■■n■■■■■■■■i.■E.E.E..■.■■.■.E■■E■■■■■N■llt.E■�.R"■■■S■NEEE■ ■■■ fn■■ ■
.E■n■.■■■■R■■R■■■■■■R■■■NEE■■■■■E■■■■EE■■■■.■■ am us EMEEMMEMSE■E..■aN■�N ■..
ME
■m■■■■■■■N.EE■E■E..■.■E■■■NEE■■■■■■EE■■■■.E.■■■■■ I' ■ C■■�E�■nan
■■■E■E■.■■■■aE■■■■■.ERNE■■■■NEE■NENEEE.E■E.EENE■■■ R.EN■■EE■aE.EE■■ ■ ■Boom _ ®Em■■■...■RS■■.■■■■■■.EER..nE■■■E■■■E■■.■S.N■■■E■ ■n■N■■■■NEE■■■EE.■■■■ MEN �.E
EE■EEa■■■■■.■.E.NEE■R.■■■■.■■NNE■■■■■n■■■■■.■■E./■ ER■■■■■SR.NRERNNE..■,NE.N■pS
E■N■E■■NEEENEREER■■■ EES■.■■■■■..■■.■■■■■■■ StEEEI \■■■■■■ SEES.
■nNEEEE■■NE■N■.EE.E�. ■■ESEN■■■■■■E■■■■■ \■■■■■ ■�o
NEE■..a■.ESE■■■.■E■■■ n..■■E■E.■E■■E�" ■��\■� ■■
R.'. �ESE;"NMENE.i.. ,,.�E■NEE■■■.►' E■EE�us
■..■■■■■E■■.■NE■■■E■■amRE.■NOWNEI ■I��EENEE■■■■■ba in e
■■■■■■.■■■■■■■■E■■.E■■.�■nEE■'■■■■■I.mE■■■■EN■..
E/n.R.■E■■N/E.■.■■■■■ .n■■ EE.E■i■■.■■■■■NNE■■ ■E.HMn■
./■■■■■■S■ENE.■■E■.■■RR■■■■ENr■EEE;,trn■■■/.■■■■E. ■MffimMMMMM p■
■■■■■E■fJs!�:1/ �►\SEES■■ NNEE■\IEEE■INN/EN■■.t■.■■EN■ ■..■.
RR.■E.n■■N:■�■■E■EN■N■■.nNNE■IEEE■■I�E■■E■■.I■N.a ,air ■■ ■■n■ ■
nE■■R■■■.■■■n■■■N..nREE■E■..■■■1■■■■■■■■�iiS�l �.■a■ ■ R nN
EE■EE■ENEENE■■■E■■■■■■■NREEE.■■■■■■'JE�■■.■■NN■ME Rn■ENE���m■■■
.■.n■NICE■1�■E MEMO E■.■■m■■nE.■■EE,r■ ■■OEM■■Ea.■ ■ Rn■■N■■Ea ■ ■NBNNa
RENR■..■ E■■■■■E■Nn■NNEEE.■■■Eu■.■■.EEE.ra.N.■ EEE.N.E■■.NR _ �E.■■.■I�
■■■.■■■■■E■■.I1MEMO MEEE■EI,S■ n ■■EiE.nEE rAE■�p.N
.■M..■■■EE.0:/N■N.NE■■■■■■■EEEE■I■■EEiI■NEE■.N■.Gi�.■ ■ n■n■■■0 �.m/n■E■
MOR
■.nnEEEE■■■.■■■■■■E■■■■EN■E■■■■I■■E■r■■■E.■■N■■N■NE■ ■ Em. MOENEE■ n■
■EWMNEE■E■■■■.■NE■■E■■■E.■■■■■■AI■■NEE ■■■■■■■■■■SNE ■ ■■NE/I.■■■ ■ E
E..'■■■ESS■N■■■■■E■■■■■■R■■■■N■ 1■■■■I�■E■E.EE■■■■E ■ENE. ■
.....■.■...■..........EEE■■■.■■�1■...f1N■■■E■..■■EN■� ■E■ENE■■
■.■,r■■.■■■■■■■■■■■/■■■■ESE■.■■■i■■■■N■■E■■■■■■■NEES ■ ■■ ■E■
■.■I1■■■■■■.■■E.■■■■■■■■■.■■■■■.I�■■■.n■.E■E■■■■■■■Ei� ME mom
■aEl ■a■E.■■■■■E■■■■■■E■EENE■EMI■■■■I�.RNEE■■.■i:r■ ERNE.■■■■E■■ .n
.■■Eum■..E■■E■E■E■E.■E■.5..■NI/EE■■■41ES.N■RzaEE■■■■■ n.■ENNE■■En
■■■■\�E■/NEE■■■■■■■S■ENE■.■■EERE.EN■EII■E•�%MENEENEMMUR Samoan■■E■■on a
■■■■E■SEE■■■ Mom
■■■EN..■■ES■E■■.■■■■■■N■■■EEN■■■■E■■■■NN■RS ESNEOME
■■■■■..■■■■■■■E■■E■■■■■■■■■■■...■.■■■■■.SEE■■■.■■.■■■./ER N■.EEENE■■ n 0
■■■■■■■■■■■■■.■■■■■■■■■■■■N■.■■■■■■■■■■■■■■■■■■■■.■■ EN■ ■ESE■■■■ ■NRNE■■N■
iiOiii ■■.N ■RMESA
�
■..EN■N■■.■■■■ENE■■■■■R.ESE■E.■.E■■■E■■E■■■■■■■■■■■■■nEEENN■■S■■■R■■M■EE■n■■MERENEE>EE.n

.... .. IN Elm
. ... E.: IN
.EGG. E ' 'NE■L 11.11
■LG■aaE�■L �0 _� ■■■a■ ■ GN:■■
: . . as Simi
:■:SN■
IN : : G WOMEN
sass.N
■ ■EN■■ . IN /
-
as Laaa •:::
NN
.:: no
IEEE a ..::
..�■
IN . . ■m:Ci
■/ ■ ■■ IN ■■ IN ■■ ■ ■ ■■■ Is �.■■i■i■■■�iamn■■....:.:.■
IN ESE No III I MINE
0 mom as ON UNION as 0
:.. ' ■L■L■G■i■L:■N:■■■■■��aLG�:■■■■■ls NoGIII■ �aGG■■■: ■:.n■.■.■.
:::: '� IN '�::::::_:::
a'�:: L'i��G pEEaEEmom
a::: N : CE:.'� :■�■SIMON :".
SEEN ■ ........0 ■■■0:■■ ■EN::■■■■■■■■■■En■■:■/■■:H■■■■■■■N■■E
KENN mom •■ EASE : a: :::::::C:moms:
::G ::C
ONEEM MOMEN:::
EMENI SEEMOMMEN
MENaaNMONSOO: mom :::::::::::::s:
sMEN.':n mom wo:::::::::G::G:::
■■■■■■■■/e■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■E■G7■■■■■■■■■■■■■■■■■
■■■■■■■■■■■E■�a■■■■■■■■■■■■■■■■■■■■■■■■■SEE■■■■■■■■■■■■■■SN■E■N■S■■■■■
E■■■■■■■■■■■■■■■■■■■■■■■■■NNE:i■■N■S■N■■■■■■■■■n■N■■�I■■■■■E■n■■■■■■■■
■■■■■■■�■■■■■■■■■■■■■■■■■E■■E■IEEE■■■E■■■■■■■■■■■EN■■■■■■■■■E■■■■■■■/■■
■■N■■■ ■■■■■■■■■■■■■■■■■■■ ■■I■■■■E■■■■■■■■■■■■■■■■ ■ ■.:■.:■::.■.::N.:■:.:■::.■::.■:.■:N..:■.:■.:N:.■:.■
ENl " C:::::CL:L::C:::Mow ON ME
:': : aGG •::N E •CE:: : C ::sCC ::: so : : : : E : :L : ISOm::s:s: : MEINNo
mom so ■ S■... : . MNss :s: ::lE : a
■EN■■ENE■ ■■■■ ■■■
■■■■■■■■■■■■■■■■■■■■E■■■
■S■■■S■S■■■■■ESEE■E■EESS■■ ■■;■■■■SSSS■SSE■■NS■■SSSSS■■■■ ■■■■■■SEN■■N
N:G: :Gs�:::::::::::::Naas:::::�::C::::GI::C�:::::G:::GG:
SEES ■■■/■■■■■■■■ ■E■ ■■ ■■ ■1■■■■■■■■■■ ■■■ ■■■■■E/■I■■■ ■■ENS■■■■■■■
■■..E....■........ . ...a..:■..........::............■...............
NS=■=■.SEE■■S■■■■■s■:■.:::
.. .
. G:..............
■■SEE■:■ : '....=■■■:LG■■■■:■■:C■■■■■■■...G..:L.=.....■:MINE:■:■■■■■■E■
■■SSE■■■ ■ NONE ■■■■■■■■■E■■■■■■■■■■■E■■■ SEES■ ■E■NON■■ ■N■■■■■■■ESE IN IN moo sommommmor
so
EE■,
0 IN no Elm
all NINE
no
5 G'ON
on

i
■■■■■■■ ■ ua■■■■ ■■i■■■■ ■ ■/■■■ ■SMSNMONO■N■■MM■ ■�E■S■■ ■■■/!■■■�� � � ■M MEN■■■ ■■N■un■■■■R■■■■. H■M■S■■■■MS'S■■ONE ■�■ECS0 MEN■ ■■M■NNE■MM■n INEEMMNES■■ O ■S NM ■ENEHSSE■E■MSE■■■ iMM■MM ilmmi■■no"
HMMO■ Nunn ■ ■■■ ■■■■■■■■ USEMM[I■N ■NN■■■ ■■ ■■■■■ !!■0 In 0 Mom
■■/�! ■ ■
■n��■■::■�■■■� ■ .■ SO ME
■/./SHOO// �/■ ■
oilIs MENNEN 1 on
N■■/"SOME■■■■"Nunn ■ ■�■■■■■ ■nI[n/i.■■I. 9NONE on 0 a
�H. �■■W■1/W■
0 on IN ME 0 as
■ ■ M1 ■ u■■■■■Mnun■ �■■■■■M RonY■1
■■ ■ mamn on
9 In Mom
NNNM■■■■O�Sq■ /■■■■■■ ■HN■ ■■.■N■ a�■���u■���ME� IJno■■■■I�IN�H
■/!/MEMU■■/HN��OEM N■M�■■ons..■■■� Emm MME Ed�a��■�■a�NMOM�■��M� l ■�■�/MI■
■ SSN■MOO■■■ OEM =N NINE MM■■■■■N■■MMn■■MNNEM■ON■■E�.d
■■ ■N■SMH■ ■■ ■■ ■■M
■
■HpMMN NONE MENU MENE
■M■■ H ■ OSM ■l WOMEN�MM■MHM MEME
! NME MMMU NOR ■■■SEE■■!■■ ■EM ■EMHO■■IN
■
EMS USES HNu .■■■■!ME■SE ■ESONEHESO■on
H
H
No man
SO
■ /n■■ H ■■■mS■■■■■SNMSSM"■■MOOD■ ■H■■ BS
u■MCCMUn■./H■.MU/N./NS N■■ 0 e" �e�M■M�N ■ ■■■ ■
moons
ME �� w O Nunn-
onE■� ��n�v■q��M■HOMEn ■■N ON nMNO■■ma■IS�n �a■NE■ ■SN■■Nn Noun■S ■■ N■M" ■ ■ En■ "■ ■■ ■■MMs■E■■■nSOM■■■
—E
-Hn-
-MM
Omni ' ■ ■ Or IS m N■■ MO ■ ..■■ .. W. E ■ . .■.■ OHM o. ■nNMn ■
nn ■ ■n ■ME ■■ ■■mom M ■
Nunn EO■■EN ■■ n■M■■■n■ l■■ / mom In ! SIEMENS� 0
mom
■IEEE Oman M E
• S 0E SS■
IN MS
ME IN
a IS IS in 0
no IN IS No M
;s■�■■mElSiiiii■ M■i -no M SEEM 0 In Ems
■ ■ n■ ■ MN■M■■■■■■■■■■M■■M■■■■■■n■
■ ■HO■N■■n ■ ■�� N "SHOO■ SOON"■■■■/■■MEN■MEMN■NMM11 MOM NONE �1MOEN 1
■■■S/■S■M/S■■SSS■�/S■ESE ■ iiii SIN■■■■■NINE�■ ■EM■■O■■N■■■■M■NN MEN Snoun SES/�■p
'em��asa=o:axma: EEEEEEESSE S/!SS!■■ES■O■MS■NE■nMME■ZI ...
�� II�l11 I�� EE E:■■aSHN EM:EN ■ MEMBRANE S0■■S M MM E■0. / EEa "MUSEUM =E■■MS ■■E MEN EEN ■■■■ ■E ENEO■■ NO■■■MME■ E !■ESSNM ■■�■■SOESMMS ■ ■S on : no ME
MEMO I on 0 ME
■■NV■ ■M■lu,�NN� �EOMNI N
M ■ �:Saa::m ■
MENE S E ■o■MS■■S■■ � a
� N■���mommm■m Mill Bad ONES SEE
aa�a� a....a■E■a 9 0 �aa

■■■SOON■■■ SOONER ■■■NO■■ ■ERNS ■■■ ■ ■■ ■ N nR■ ■■ ■ WOMEN ■
■.EM■�MRI�GSMQRoss QH:M ME ME
'GOEM MG ' 'HCC G:CCI GG=:Gomm:
.FEES ■ ... G:.:: ■MERE■ ■ SEERS ■ ■■ .. ME .. ME
........ :'� ... . . ....: . Ron ■:M� a GG ■■ ■■GOSH
:'i"'i' CCG aE Q:MMMMM G C���'iE''R�a:E on MIN
■■MOM■■ .... ■■O■MMM■■■■■■MMMMMMM ■11■■O.■ .. .■ ■MME .... .. .
mmMm:mMMM :EC:C:CC:CCGC::Qfi'rJ"'C"""'s■■GaM■M■C■■■■CMG■■■■E■■
■.■■■■■M■OMMM■ ■.MERR■■M■■■O ■M■MM■M■
■■■■■■■■■■ ■■■ ■■ ■■■■■■■■■■■■;�■■OEM■■■■■■■■■ ■Rn■ER■E■MME■■C■■■■■■■■
MENOMONEE MIMMMMMMMMMMMMi:GCaaGGC:G:no Casa: '::CGGG:GG'a:■CGCGGGG: •r
MEMO OBCCC 'E'CGGG"GG'GG::::Q:'G:'C:::%:G'C'■ "Mims G'E:GGG:G'CMEN
MEo
oMnM
aml
■■M■■ ■■ G:E■■ GGO■ ■■■■OGEE ■HC■S■■■G■�■ �i■M�S ■� A.■■■. MEN
MEMNGino' GonGCG0 0 MEN G: " C::G'NG■G pS :.GCI ■i ~iii"SEE m
' `
:::':�' .:: :CC:: G�GGG•:•� ••:C:CCGGG:" . 'Goal: ■C'::G..="G
ME 3Q• .G ■
on
onon ■ ■
a:
WE
ONE M no
■■E.■ ■ ■ MEMO■■■ H E■■■ Nn EMI
■OEM■ RfF7 M:"G: GEC: ■■ NR ■■N■ G::C ■ il■■'®
■.MEN ■ Q SOON■■■ ■■ 1111: ■ ■ :: '■ G. ■ �.�CC:
■DONE ' E .rIG■ ■G•O_EMO 0 0CSC
■RE■OMMEH ■ snow-MM i�E■■■■ OMG_\�RM■■MEE _ S7■E�ME ■■E■■■■■■■■
�NM■.rffi- SEE■/I■■■■■ ■■■■■Gii■ Ga MO■O■■■Nr M.M■M■MO ■■■■■.SE■■■■■■
.o■E■ ME11. ■■ . ■REMM■GRMM■■■■■GE.■'�■■ONE ME■■■M■■a:■ ■■ECM■MMMEME
:i■EGE EG■aC■ 1�'Ci� �E:l�ullii:G,Vi��' ��■O'::.....C.■..c �'...®
■ ::�C.Q � C :CC. Ii::GCC':M..-.G.■.M
:.....moommu .. so ME
H HIGEMN
.E■■■NE.......MEN 0.. SEEM
■SMM■MEEOM■S ■■ CCG9 ■ ■■o G Lions
ONERE■■■E EON■�■E■�pMCGG■■E EMS GO■
■MEE■ GE ■■ ■C■ ■■.■. M■C■■MJe■■Q nME■■'�.MMMM ::':GG ■�MRNEESEG C
■Eu■E`■Nnon
:EE MIN ■■■■MMUMMEMECi:■�::GGGGGMRG. I G i ' :•••• G
■MSS■■ ME R� . . ■MMM■■ .. .. .....
■■MERSSSSEE�■ ■■ ■■■■■■M■■MMaOEM■■E■M■E■E.■■OEM■■ �.0 ■SCE _WHERE■
■MMEMMMEMM■ SEEN MEN■■■■RN■■■■■RNONE■.OMEN■SH■.n■ /�iOE■R■ R.`1■■MEN■
M�EE■■.■M■■i■E E■ E �■ MMMM■■■MEM■ ■■ENN■EM ■■■ E � M R MEN
Nm ::: M ' �= : C HUM:CME mnE i■ � GC CCCHMMC in 'HC■
■..■■EE■ER: NUNNMEE■■■■O■■■ �= .■■.■ ■ ■■■
■■E■■■E.n ■■ ■■ R']EMS■■■■G n. E ....■...OM< o U � ■.►J M11r�.r■■■■�■MR■ ■ RE■ ■■ ■OE■■■■■■■■■. MQ■
E■ ■M■R MRHM:MEM■■ENEM
MISM
MM■■■■m.E■ NEEMEM■E■ME■■MMM■■■■■■M■M11 e
,•
NNESS-------- ME 0
................... O.M■■■■.....►......■...■CNMM■■E■EI■■EH■■■■■H0111■E..■■
■MOM■■■■RE■■EEE■M■■■ ■■■M■■E■■EEMXI■r.EMMEMEM■■■■EMMEM.■■■■MOM■MEMMNMMMM
■11■.■EEO.E■■■■■EEHiin 0OIlSEE■■■EEl7E■■ 1fiJRMMMMMMM■■M■ ■MOSO�■EME■■■■MOMME
01EEEEE■■SEEM■■■■ HM ■■■M■■MLEMEM■ \!!ON■MM■SE■■■ 0 MI■H■■SR■■■MM■■SEE■■
NURSE.... MENMEN III Soil EEEEEENE�EMEMMEEMINIMMEM ►IE■■M■MMMN■E�■ EI■E��=��■.■R■.RE=E
...........:::.::11:Cu:Q:ER■■E■R11E■■ME.:G:::i11:NIMEME::R i:IMM11■E■■■Rii::::::■■
■■EEM■■EMEEMME01EE:■■ 1111
GOMMIN■■■■MMEMM■■ ►, :■:SOMEONE R■:■11MEM■:M■E■■E■■MO■■
.....■... ... . . MEN
.. . . NIMUMOEM
■ 1
Room
MEMIN■■M■■N■ r, . ............NMMINIMEMEE.. ......... ...
immommoomm
■E■E■■N■■■■■■■■ ■ ■MEPA■ N MOME■ ,..1101E■■E■ ■Eo ■n■ ■■■■■_.I■MImM.E■ ■
MEEE■='■■MEM■QC:i::■=M■a0.�. ■■■NIP► ■■C=■ME11■■E■E■■....�..2 - NEEE■E■
..... ....... RHOS.. .0111E ■::ME . .........E.H...GM.........
■.ME■...:C■..GCC:GC::',:CGC:::::�:::::::::: MORE moms
■■■EMEME■■REMESH■ ■.R■■■.■■■■EEMI.EEM■■■E11EENONE■EN■flSRO■ ■■E■E■■EEME■
■■E■■OWN E ■ !'�1 ■■ ■■■ ■ /H■ ■ ■ ■■ ■M■ ■ ■■0■1 ■ ■ ■■R■■SMSH■
G:EARD ':�G Q 'E0 ?E':EEO 0 CCE'E:'=::: on MEN1 ?E'? =IMMEME:MEN
E::::: MIN : : : _0' MI SERUM::G:9: E EEQEIREAM :E
MEMO ■: : .�.. ■ ... SERE. . ■E■■ ■■

i
KSW
rower: al Bros. #1 eslgne y:
Checked By: DSE
Address: 825 NC 24 E
Kenansvilie, NC ;28349 Date: 03/29/12
Sheet 1 of 7
County: Du lin
ANAEROBIC WASTE LArOON DESIGN
FARM INFORMAT W Farm Poaulation:
-------------------
0
Nursery: 0
Wean to Finish:
0
Finishing: -------------------
:,. 360 Hd.
.. -------
Farrow to weanling:
Farrow to feeder: ----- --""
0
Farrow to finish: --"",. 0
Boars: -------------------
120 Days
-------------------
Storage Period: 7.5 In.
25 Yr./24 Hr Storm Event "" """
"Heavy Rain" Factor Not Applicable
7.0 In.
:•,Rainfall in Excess of Evaporation -------------------
Additional Water Usage:
• 0
Additional Drainage Area:
-------------------
LAGOON INFOR ATLQJI
Is Lagoon Designed as an Irregular Shape? (YIN) ^_ N
Does Operator Want Emergenc� Spillway? (Y/N)-----
Y
Was This Design Built Prior to Sept. 1996? (YIN)------------
f . N
Is Drain Tile Req
nal High Water Table Ele ? (Y/N) 0.00
d to Lower S
Seaso g
------------------ 1.0 Ft.
Freeboard:
Emergency Spillway Flow Dept: Not Applicable 1.5 :1 (H•V)
-------------------
Side Slopes: 280.0 Ft.
-------------------
Inside Top Length: __ 91.5 Ft.
Inside Top Width: ' ________ Depth 50.00 Ft.
' side
of Dike Elevation: "'-"'""
_------_- 12.50 Ft. 37.50 Ft.
Finished Bottom Elevation:
________________ 20.4In. 48.30 Ft.
Start Pump Elevation: 46.50 Ft.
Stop Pump Elevation: -------- 42 In.
N VOLUMES
-LAQO N REQ01RED VOA, DFSIC
(1 ' 16,780 (Cu.Ft.) 104.79%
Storm Stor= 16013 (Cu.Ft.) 40,999 (Cu.Ft,.) 101.68%
Temporary= 140323 (Cu.Ft.) 100.21%
Permanent= 155880 (Cu.Ft.) 156,211 (Cu.Ft.)
Total Volume= 912,215 (Cu.Ft.) 213,990 (Cu.Ft.)
100.84%
77,940 (Cu.Ft.)
1/2 Treatment Volume= 89.21 In.
f.
ation 42.57 Ft.
112 Treatment Volume El v = 46.86 Ft. 37.72 In.
90 Temporary Storage Volume Elevation=
1.8 Ft.
Min. Required Liner Thickness - "-"""-""- 25,620 S.F.
Lagoon Surface Area: (Inside1OD) ------

Grower: Dail Bros. #1 esigne y: KBW
Address: 825 NC 24 E Checked By: DSE
Kenansville, NC 28349 Date: 03/29/12
County: Du-lin Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: Cu. Ft.
LAGOON STAGE-AREA! VOLUMES
Contour
Elevation (FT.� Area �S r Inca Vol, (Cu. FTl Cumul. Vol. (Cu. FTC
37.50 13095 0
38.00 13;542 6,659 6,659
39.00 14,1450 13,996 20,655
40.00 15375 14,912 35,567
41.00 16,1319 15,847 51,414
42.00 171'280 16,799 68,213
43.00 18,1260 17,770 85,983
44.00 19,i257 18,758 104,741
45.00 20,1273 19,765 124,506
46.00 21,1306 20,789 145,295
47.00 22,1358 21,832 167,127
48.00 23,427 22,892 190,019
49.00 24,!515 23,971 213,990
50A0 25;620 25,067 239,057
d
{
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 21211215 CF CUMULATIVE VOL. ZONE VOL. 100.84%
END PUMP = _ _= 46.50 FT 156,211 CF TR'MT 156,211 100.21%
START PUMP = _ = 48.30 FT 197,210 CF TEMP 40,999 101.68%
...MAX STORAGE = 49.00 FT 213,990 CF STORM 16,780 104.79%
l�Jurplir Brown,LLC Engineering P.O.Box 856,Warsaw,NC 28398 [phone]

Designed By: KBW
Grower: Dail Bros.#1 Checked By: DSE
Address: 825 NC 24 E Date: 03/29/12
Kenansville, NC 28349 Sheet 3 of 7
County: Duplin
nniR�nnUM REQUIR�v "�'t_'Linnc rep ci tl �TIONS
Permanent Storaae_:
Required Treatment Volume: cu = o a
rnma ype apacity
Nursery 0 30 1.00 0
Wean to Finish
° 115 1.00 0
Finishing 0 135 1 A0 0
Farrow to weanling j 360 433 1.00 155,880
0 522 1.00 0
Farrow to feeder i 0
Farrow to finish ; 0 1,417 1.00
Boars 0 400 1.00 0
Total Required Treatment Volume(cu.ft.)= 155,880
Sludge Storage Volume: cu. . = ota
ALW
pima ype apacity
Nursery 0 30 0.00 0
°
0
Wean to Finish 115 0.00 0
! 0 135 0.00
Finishing
Farrow to weanling 360 433 0•d0 0
0 522 0.00 °
Farrow to feeder � 0
Farrow to finish 0 1,417 0.00
p 400 0.000 0
Boars p
Total Requii ed Sludge Storage Volume(cu.ft.)=
I
Temnorary torag_P_Vo =
.,Manure Production: I to. er o ay =—Total
pima ype i apacity
0 120 0.30 0
Nursery 120 1.17 0
We
to Finish j 0
0 120 1.37 °
Finishing
Farrow to weaniind 360 120 4.39 189,820
Farrow to feeder
0 120 5.30 0
Farrow to finish 0 120 14.38 0
0
Boars
0 120 4.06 189,827
Total Manure Production(gals.)=
Total Manure Production(cu.ft.)= 25,378
Excess Fresh Water:
pima ype apacity to. ergo ay = ot
a
0 120 0.00 0
Nursery 0 120 0.00 0
Wean to Finish 0
Finishing 0 120 0.00
Farrow to weanlindg
360 120 0.00 0
Farrow to feeder 0 120 0.00 0
0 120 0.00 0
Farrow to finish 0
Boars 0 120 0.00
Total Fresh Water Excess(gals.)= 0
Total Fresh Water Excess(cu.ft.)= 0
Murphy-Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 [phone]

i
Grower: Dail Bros.#1 Designed By: KBW
Address: 825 NC 24 E Checked By: DSE
Kenansville, NC 28349 Date: 03/29/12
County: Duplin Sheet 4 of 7
TeMparary Storage Volumes ( ont
'Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area+Additional Drainage Area)*Rainfall/12in./ft
Vol.= (25620 sq.ft. I1I+ 0 sq.ft.) * 7 in. /12 in./ft.
Total Required�Volume for Rainfall In Excess of Evap.(cu.ft.)= 14,945
Storm Storage:
Vol.=(Lagoon Surf.Area+Addt'I Drainage Area)*25Yr./24Hr.Storm(in)/121n./ft.
Vol.= (25620 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25YrJ24Hr.Storm Event(cu.ft)= 16,013 .
"Heavy Rain"Storage:
Vol.=(Lagoon Surf.Area+Addt'I Drainage Area)*"Heavy Rain"Factor(in)/12in./ft.
Vol.= (25620 sq.ft 1+ 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required(IVolume for"Heavy Rain"(cu.ft.)= 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
(25Yr.!/241-1r. Storm+'Heavy Rain')= 16,013 (CU.FT)
Total Required Temporary Storage
(Manure Prod. +Excess Fr. Water+Rainfall Excess+Additional Water Storage)= 40,323 (CU.FT)
Total Required Permanent Storage
(Treatment+Sludge)= 155,880 (CU.FT)
TOTAL REQUIRED VOLUME=212215(CU.FT.)
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Dail Bros.#1 ! Designed By: KBW
Address: 825 NC 24 E Checked By: DSE
Kenansville, NC 283�9 Date: 03/29/12
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ------------------- 50.00 FT.
Spillway ------------------- Not Al Applicable
EmergencyS illwa Crest Elevation,
Top of 25Yr./24Hr. Storm Storage ------- 49.00 FT.
Top of.°Heavy Rain"Storage ------ Not Applicable
Start Pump Elevation ------------------- 48.30 FT.
End,Pump Elevation ---------------- 46.60 FT.
Top of Sludge Storage -------- Not Applicable
Seasonal High Watertable Elev. ---------------- 0.00
Finished Bottom Elevation ___________.—___ 37.50 FT.
Inside Top Length ------------------- 280.00 FT.
Inside Top Width ------------------- 91.50 FT.
Side Slopes ------ 2:1 H:V
>; Lagoon Surface Area ------------------- 25,620 SF
Min. Liner Thickness(if required) ------------------- 1.8 FT.
Freeboard Depth ------------------- 1.00 FT.
Temporary Storage Period ___________________ 120 Days
TOTAL DESIGN VOLUME=213990(CU.FT.)
i
:Mane De t� tim
Treatment/Sludge Storage Zone Depth----------- 9.0 FT.
Temporary Storage Zone Depth ----------- 1.8 Ff.
Freeboard/Storm Storage Zone Depth ----------- 1.7 FT.
Total Lagoon Depth ----------- 12.5 FT.
}
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

a.
Grower: Dail
DesignE KBW
Address 825 NC 24 E Checkec DSE . .
`Kenansville, NC 28349 Date: 03/29/12
• County: .. Dupiin . . . . ..
Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV=50.00
/ 1 TOP OF STORM ELEV=49.00 / \
STRT PMP EL.=48.30 \ TOP OF TEMP STORAGE ELEV =48.30 /
1 /
END PMP EL.=46.50 \ TOP OF TREAT ELEV=46.50 SHWT=0.00
1 /
\ J
FINISHED BOTTOM ELEV =37.50
Murphy-Brown, LLC Engineering P.D. Box 856, Warsaw NC 28398 [phone]

Grower: Dail Bros.#1 Designed By: KBW
Address: 825 NC 24 E Checked By: DSE
Kenansville, NC 28349 Date: 03/29/12
County: Duplin Sheet 7 of 7
• I
I
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359-WASTE TREATMENT
LAGOON, revised prior to June, 1996.
i
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED:
DATE:
COMMENTS:
This design is update of start and stop pump elevations and to show the 1/2
j
treatment volume level for sludge storage. This design does not supercede the
original certification ofjthe farm.
Based on file box volume check dated 12/8/97
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

I
Grower: Dail Bros. #2 Designed By: KBW
Address: 825 NC 24 E Checked By: DSE
Kenansville, NC 28349 Date: 03/29/12
Coun : Duplin Sheet 1 of 7
,ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Po ulation&
Nursery: ------------------- 0
.' Wean to Finish: -------------------
0
Finishing:
Farrow to weanling: ------------------- 374 Hd.
Farrow to feeder: ! ------------------- 0
Farrow to finish: ------------------- 0
Boars: ------------------- 0
Storage Period: ------------------- 180 Days
25 Yr./24 Hr Storm Event ------------------- 7.5 In.
"Heavy Rain" Factor Not Applicable
., Rainfall in Excess of Evaporation ------------------- 7.0 In.
Additional Water Usage: ------------------- 0
Additional Drainage Area: -------------------
0.
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N)------------ N
Does Operator Want Emergency,Spillway? (Y/N)------------ N
:Was This Design Built Prior to Sept. 1996?
9 p (Y/N) ------------ Y
Is Drain Tile Re 'd to Lower SH ?
q (Y/N) ------------ N
Seasonal High Water Table Elev-. ------------------- 0.00
Freeboard: ------------------- 1.0 Ft.
Emergency Spillway Flow Depth: Not Applicable
Side Slopes: ------------------- 2 :1 (H:V)
Inside Top Length: ------------------- 121.0 Ft.
Inside Top Width: ------------------- 240.5 Ft.
Top of Dike Elevation: ---------------- Depth 50.00 Ft.
Finished Bottom Elevation: ---------------- 13.00 Ft. 37.00 Ft.
`Start Pump Elevation: ---------------- 20.4 In. 48.30 Ft.
Stop.Pump Elevation: ---------------- 48.36 In. 45.97 Ft.
LAGOON VOLUME _REQUIRED VOL, 13ESIGN VOLUMES %REQ'D.
Storm Stor= 1t 188 (Cu.Ft.) 18,880 (Cu.Ft.) 103.81%
Temporary= 56523 (CuXt.) 58,608 (Cu.Ft.) 103.69%
Permanent= 161,942 (Cu.Ft.) 161,998 (Cu.Ft.) 100.03%
Total Volume= 236,652 (Cu.Ft.) 239,486 (CuXt.) 101.20%
112 Treatment Volume= 80,971 (Cu.Ft.)
1/2 Treatment Volume Elevation= 42.13 Ft. 94.47 In.
90 Temporary Storage Volume Elevation= 46.90 Ft. 37.18 In.
Min. Required Liner Thickness ------------------- 1.9 Ft.
Lagoon Surface Area: (Inside TOD) ------------------- 29,101 S.F. '
i

rower: ai ros. 2
esigne y: KBW
= > Address: 825 NC 24 E Checked By: DSE
Kenansville, NC128349 Date: 03/29/12
County: Duplin Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATI.O�LS_
13ASE VOLUME: �Cu. Ft.
LAGOON E- A I LU
Contour
Elevation (FT.) re Incr, Vol. (Cu T) Cumin Vol, (Cu. FTI.
37.00 13,007 0
38.00 14,053 13,530 13,530
39.00 15,;131 14,592 28,121
40.00 16,241 15,686 43,807
41.00 17,383 16,812 60,618
42.00 18,557 17,970 78,588
43.00 19,763 19,160 97,747
44.00 21,001 20,382 118,129
45.00 22�271 21,636 139,764
162,686
46.00 23;573 22,922 186,925
47.00 24;907 24,240
48.00 26J273 25,590 212,515
49.00 271671 26,972 239,486
50.00 29:10i 28,386 267,872
j
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 236,652 CF CUMULATIVE
VOL. ZONE VOL. 101.20%
=_ _ = 45.97 FT 161,998 CF TR-MT 161,998 100.03%
END PUMP
START PUMP=_= 48.930
7 FT 220,606 CF TEMP 58,608 103.69%
MAX STORAGE = 49.00 FT 239,486 CF STORM 18,880 103.81%
(9i0)293 3434
Murphy-Brown,LLC Engineering P.D.Box 856,Warsaw,NC28398

Grower: Dail Bros.#2 Designed By: KBW
Address: 825 NC 24 E Checked By: DSE
Kenansville, NC 28349 Date: 03/29/12
County: Duplin Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume: ,
nima ype apacity. cu. . = ota
Nursery I 0 30 1.00 0
Wean to Finish j 0 115 1.00 0
Finishing 0 135 1.00 0
Farrow to weanling 374 433 1.00 161,942
Farrow to feeder j 0 522 1.00 0
Farrow to finish 0 1,417 1.001 0
Boars 01 400 1.001 0
Total Required Treatment Volume(cu.ft.)= 161,942
Sludge Storage Volume:
Animal Type Capacity cu. . = ota
Nursery 0 30 0.00 0
Wean to Finish ; 0 115 0.00 0
Finishing j 0 136 0.00 0
Farrow to weanling ! 374 433 0.00 0
Farrow to feeder 0 522 0.00 0
Farrow to finish 0 1,417 0.00 0
Boars I 01 400 0.000 0
Total Required Sludge Storage Volume(cu.ft.)= 0
"Temuorary Storage Volume:
Manure Production:
!Animal Type Capacity Sto. Period J./day)=Total
Nursery ; 0 180 0.30 0
Wean to Finish 0 180 1.17 0
Finishing 0 180 1.37 0
Farrow to weanling 374 180 4.39 295,814
Farrow to feeder 0 180 5.30 0
Farrow to finish 0 1801 14.381 0
Boars 0 1801 4.061 0
+: Total Manure Production(gals.)= 295,814
Total Manure Production(cu.it.)= 39,547
Excess Fresh Water:
rnma ype Capacity Sto. Period J./day)=Total
Nursery 0 180 0.00 0
Wean to Finish 0 180 0.00 0
Finishing 0 180 0.00 0
Farrow to weanling 374 180 0.00 0
Farrow to feeder 0 1 1801 0.00 10
Farrow to finish 01 180 0.00 0
Boars 01 1801 0.001 0
Total Fresh Water Excess(gals.)= 0
Total Fresh Water Excess(cu.ft.)= 0
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Dail Bros.#2 Designed By: KBW
Address: 825 NC 24 E Checked By: DSE
Kenansville, NC 28349 Date: 03/29/12
County: Duplin Sheet 4 of 7
]'emporary Storage Volume:(Cont.1
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area+Additional Drainage Area)* Rainfall/12in./ft
Vol.= (29101 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap.(cu.ft.)= 16,975
Storm Storage:
Vol.=(Lagoon Surf.Area+Addt'I Drainage Area)*25Yr./24Hr.Storm(in)/12in./ft.
Vol.= (29101 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25YrJ24Hr.Storm Event(cu.ft)= 18,188
"Heavy Rain"Storage:
Vol.=(Lagoon Surf. Area+Addt'l Drainage Area)*"Heavy Rain" Factor(in)/12in./ft.
Vol.= (29101 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for"Heavy Rain"(cu.ft.)= 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0
0
Total Required Storm Storage
(25Yr./24Hr. Storm+'Heavy Rain')= 18,188 (CU.FT)
Total Required Temporary Storage
(Manure Prod.+Excess Fr.Water+Rainfall Excess+Additional Water 56,523 (CU.FT
Storage)_
Total Required Pe�manent Storage
(Treatment+Sludge)= 161,942 (CU.FT)
TOTAL REQUIRED VOLUME=236652(CU.FT.)
L74 LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Dail Bros.#2 Designed By: KBW
Address: 825 NC 24 E Checked By: DSE
Kenansville, NC 28349 Date: 03/29/12
County: Duplin Sheet 5 of 7
LA SOON DESIGN SUMMARY
Tap of Dike Elevation ------------------- 50.00 FT.
Emergency Spillway Crest Elevation ------------------- Not Al Applicable
Top of 25Yr./241-1r. Storm Storage ------------------- 49.00 FT.
Top of"Heavy Rain"Storage ------------------- Not Applicable
Start Pump Elevation ------------------- 48.30 FT.
End Pump Elevation ------------------- 45.97 FT.
Top of Sludge Storage ------------------- Not Applicable
Seasonal High Watertable Elev. i ------------------- 0.00
Finished Bottom Elevation ------------------- 37.00 FT.
Inside Top Length ------------------- 121.00 FT.
Inside Top Width ------------------- 240.50 FT.
Side Slopes ------------------- 2:1 H:V
Lagoon Surface Area ------------------- 29,101 SF
Min. Liner Thickness(if required) ------------------- 1.9 FT.
Freeboard Depth
------------------- 1.00 FT.
Temporary Storage Period ------------------- 180 Days
TOTAL DESIGN VOLUME=239486(CU.FT.)
Zone Demos_
I
Treatment/Sludge Storage Zone Depth ----------- 9.0 FT.
Temporary Storage Zone Depth ----------- 2.3 FT.
Freeboard/Storm Storage Zone Depth ----------- 1.7 FT.
Total Lagoon Depth ------ 13.0 FT.
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]
I

Grower: Dail Bros.#2
Address: 825 NC 24 E Designe KBW
_ Checker DSE
Kenansville, NC 28349 Dater 03/29/12
County: DupGn � Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV= 50.00
/ \ TOP OF STORM ELEV=49.00 / \
1 /
1 /
STRT PMP EL.=48.30 \ TOP OF TEMP STORAGE ELEV=48.30 /
1 /
END PMP EL.=45.97 \ TOP OF TREAT ELEV =45.97 SHWT=0.00
� J
FINISHED BOTTOM ELEV=37.00
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Dail Bros.#2 Designed By: KBW
Address: 825 NC 24 E Checked By: DSE
Kenansville, NC 28349 Date: 03/29/12
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359-WASTE TREATMENT
LAGOON, revised prior to June, 1996.
i
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED:
DATE:
COMMENTS:
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
i
Based on file box v�lume check dated 12/8197
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Dai ros. #3 Designed BY: KBW
Address: 825 NC 24 E Checked By: DSE
Kenansville, NC 28349 Date: 03/29/12
county: Duplin Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Po ulp ation:
Nursery: ------------------- 0
Wean to Finish: ------------------- 0
Finishing: ------------------- 0
Farrow to weanling: ------------------- 520 Hd.
Farrow to feeder: ------------------- 0
Farrow to finish: ------------------- 0
Boars: ------------------- 0
Storage Period: ------------------- 180 Days
25 Yr./24 Hr Storm Event ------------------- 7.5 In.
"Heavy Rain" Factor Not Applicable
Rainfall in Excess of Evaporation ------------------- 7.0 In.
Additional Water Usage: ------------------- 0
Additional Drainage Area: ------------------- 0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N)------------ N
Does Operator Want Emergency]Spillway? (Y/N)------------ N .
Was This Design Built Prior to Sept. 1996? (Y/N)------------ Y
Is Drain Tile Req'd to Lower SHWT? (Y/N)------------ N
.Seasonal High Water Table Elevi ------------------- 0.00
Freeboard: ------------------- 1.0 Ft.
Emergency Spillway Flow Depth: Not Applicable
Side Slopes: ------------------- 2 :1 (H:V)
Inside Top Length: ------------------- 192.9 Ft.
Inside Top Width: ------------------- 192.9 Ft.
Top of Dike Elevation: ---------------- Depth 50.00 Ft.
Finished Bottom Elevation: ---------------- 13.00 Ft. 37.00 Ft.
Start Pump Elevation: ---------------- 20.4 in. 48.30 Ft.
Stop Pump Elevation: ---------------- 49.2 In. 45.90 Ft.
-LAGOON VOLUME REQUI13ED VOL. DESIGN VOLUMES % REGI'D.
Storm Stor= 23257 (Cu.Ft.) 24,455 (Cu.Ft.) 105.15%
Temporary= 76692 (Cu.Ft.) 79,006 (Cu.Ft.) 103.02%
Permanent= 225160 (Cu.Ft.) 225,179 (Cu.Ft.) 100.01%
Total Volume= 325,108 (Cu.Ft.) 328,640 (Cu.Ft.) 101.09%
1/2 Treatment Volume= 112,580 (Cu.Ft.)
1/2 Treatment Volume Elevation= 41.94 Ft. 96.68 In.
90 Temporary Storage Volume Elevation= 46.87 Ft. 37.52 In.
Min. Required Liner Thickness ------------------- 1.9 Ft.
Lagoon Surface Area: (Inside TOD) ------------------- 37,210 S.F.

rower: Dail s. #3 Designed By: KBW
Address: 825 NC 24 E Checked By: DSE
Kenansville, NC 28349 Date: 03/29/12
County: Duplin I Sheet 2 of 7
ACZ�-AL DESIGN VOLUME CALCULATIONS
SASE VOLUME: Cu. Ft.
._LAGOON STAGE-AREAS VOLUMES
Contour
elevation (FT.I Area NS ) Incr. Vol. (CT) Cumul. Vol. (C� FTl
37.00 19j853 0
38.00 201996 20,424 20,424
39.00 22,1 171 21,584 42,008
40.00 231378 22,775 64,783
41.00 24,1618 23,998 88,781
42.00 25,1889 25,253 114,034
43.00 27,192 26,540 140,574
44.00 28,527 27,860 168,434
45.00 29,894 29,211 197,645
46.00 31,294 30,594 228,239
47.00 32,725 32,009 260,248
48.00 34,188 33,456 293,705
. 49.00 35,683 34,936 328,640
50.00 371210 36,447 365,087
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 325,108 CF CUMULATIVE VOL. ZONE VOL. 101.09%
END PUMP =_ _ = 45.90 FT 225,179 CF TR-MT 225,179 100.01%
START PUMP = _ = 48.30 FT 304,185 CF TEMP 79,006 103.02%
MAX STORAGE = 49.00 FT 328,640 CF STORM 24,455 105.15%
Murphy-Brown,LLC Engineering P.O.Box 856,Warsaw,NC28398 [phone]
i

Grower: Dail Bros.#3 Designed By: KBW
Address: 826 NC 24 E Checked By: DSE
Kenansville, NC 28349 Date: 03/29/12
County: Duplin Sheet 3 of 7
I
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
roma ype Capacity cu. . = ota
Nursery 0 30 1.00 0
Wean to Finish 0 115 1.00 0
Finishing 0 135 1.00 0
Farrow to weanling 520 433 1.00 225,160
Farrow to feeder 0 522 1.00 0
Farrow to finish 0 1,417 1.001 0
Boars 01 4001 1.001 0
Total Required Treatment Volume(cu.ft.)= 225,160
Sludge Storage Volume:
'Animalype Capacity cu. . = ota
Nursery i 0 30 0.00 0
Wean to Finish 0 115 0.00 0
Finishing 0 135 0.00 0
Farrow to weanling; 520 433 0.00 0
Farrow to feeder 0 522 0.00 0
Farrow to finish 0 1,4171 0.00 0
Boars 0 400 0.0001 0
Total Required Sludge Storage Volume(cu.ft.}= 0
Temporary Storage Volume:
Manure Production:
Animal ype 1 Capacity Sto. Period d./day)= ota
Nursery 0 180 0.30 0
Wean to Finish 0 180 1.17 0
Finishing 0 180 1.37 0
Farrow to weanling 520 180 4.39 411,292
Farrow to feeder 0 180 5.30 0
Farrow to finish 01 1801 14.38 0
ot ; "'' Boars 01 1801 4.061 0
Total Manure Production(gals.)= 411,292
Total Manure Production(cu.ft.)= 54,986
Excess Fresh Water:
Animal ype Capacity to. Period ay =Total
Nursery 0 180 0.00 0
Wean to Finish 0 180 0.00 0
Finishing 0 180 0.00 0
Farrow to weanling 520 180 0.00 0
Farrow to feeder ; 0 1 180 0.00 0
Farrow to finish ; 0 180 0.00 0
Boars j 01 180 0.00 0
Total Fresh Water Excess(gals.)= 0
Total Fresh Water Excess(cu.ft.)= 0
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

i
Grower: Dail Bros. #3 Designed By: KBW
Address: 825 NC 24 E Checked By: DSE
Kenansville, NC 28349 Date: 03/29/12
County: Duplin Sheet 4 of 7
Temporaty Storage Volumei(Cont.
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area+Additional Drainage Area)* Rainfall/12in./ft
Vol.= (37210 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap.(cu.ft.)= 21,706
Storm Storage:
Vol.=(Lagoon Surf.Area+Addt'I Drainage Area)*25Yr./24Hr.Storm(in)/12in./ft.
Val.= (37210 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25YrJ24Hr.Storm Event(cu.ft)= 23,257
"Heavy Rain"Storage:
Vol.=(Lagoon Surf.A�ea+Addt'I Drainage Area)*"Heavy Rain" Factor(in)/12in./ft.
Vol.= (37210 sq.ft 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for"Heavy Rain"(cu.ft.)= 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Waater Storage is Required
0 0
Total Required Storm Storage
(25Yr./24Hr.Storm+'Heavy Rain')= 23,257 (CU.FT)
Total Required Temporary Storage
(Manure Prod.+Excess Fr.Water+i Rainfall Excess+Additional Water Storage)= 76,692 (CU.FT)
Total Required Permanent Storage
(Treatment+Sludge)= 225,160 (CU.FT)
TOTAL REQUIRED VOLUME=325108(CURT.)
i
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]
i
j

Grower: Dail Bros. #3 Designed By: KBW
Address: 825 NC 24 E Checked By: DSE
Kenansville, NC 28349 Date: 03/29/12
County: Duplin Sheet 5 of 7
I...AGdON P SIGN SUMMARY
Top of Dike Elevation ------------------- 50.00 FT.
Spillway n ------------------- Not Al Applicable
EmergencyS illwa Crest Elevatio
Top of 25Yr./24Hr.Storm Storages ------------------- 49.00 FT.
Toof"Heavy Rain"Storage ----------------- pp
Top. vY 9 -- Not Applicable
Start Pump Elevation ------------------- 48.30 FT.
End Pump Elevation ------------------- 45.90 FT.
Top of Sludge Storage ------------------- Not Applicable
Seasonal High Watertable Elev. ------------------- 0.00
Finished Bottom Elevation ------------------- 37.00 FT,
Inside Top Length ------------------- 192.90 FT.
Inside Top Width ------------------- 192.90 FT.
Side Slopes ------------------- 2:1 H:V
Lagoon Surface Area ------------------- 37,210 SF
Min..Liner Thickness(if required) i ------------------- ' 1.9 FT,
Freeboard Depth
------------------- 1.00 FT.
.Temporary Storage Period ------------------- 180 Days
{
TOTAL DESIGN VOLUME=328640(CU.FT.)
Qne Depths@
Treatment/Sludge Storage Zone Depth ----------- 8.9 FT,
Temporary Storage Zone Depth ----------- 2.4 FT.
Freeboard/Storm Storage Zone Depth ----------- 1.7 FT,
Total Lagoon Depth ----------- 13.0 FT,
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Dail Bros. #3 Designe KBW
Address: 825 NC 24 E Checkec DSE
Kenansville, NC 28349
.Date.: 03/29/12.
County: Duplin Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV 50.00
/ 1 A
/ 1 TOP OF STORM ELEV=49.00 / \
STRT PMP EL.=48.30 \ TOP OF TEMP STORAGE ELEV=48.30 /
1 /
END PMP EL. =45.90 \ TOP OF TREAT ELEV=45.90 SHWT=0.00
\ J
- FINISHED BOTTOM ELEV =37.00
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Dail Bros.#3 Designed By: KBW
Address: 825 NC 24 E Checked By: DSE
Kenansville, NC 28349 Date: 03/29/12
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359-WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED:
DATE:
COMMENTS:
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
original certification df the farm.
Based on file box volume check dated 12/8/97
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Mower: Edward Dail Designed y:
Address: 825 NC 24 E Checked By: DSE
Kenansville, NC 28349 Date: 03/29/12
County: Duplin Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: ------------------- 0
Wean to Finish: ------------------- 0
Finishing: ------------------- 6328 Hd.
Farrow to weanling: ------------------- 86 Hd.
Farrow to feeder: ------------------- 0
Farrow to finish: ------------------- 0
Boars: ------------------- 0
Storage Period: ------------------- 180 Days
25 Yr./24 Hr Storm Event ------------------- 7.5 In.
"Heavy Rain" Factor Not Applicable
Rainfall in Excess of Evaporation ------------------- 7.0 In.
Additional Water Usage: ------------------- 0
Additional Drainage Area: ------------------- 0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N)------------ N
Does Operator Want Emergency Spillway? (Y/N)------------ N
Was This Design Built Prior to Sept. 1996? (Y/N) ------------ Y
Is Drain Tile Req'd to Lower SHWT? (Y/N)------------ N
Seasonal High Water Table Elev: ------------------- 94.00 Ft.
Freeboard: ------------------- 1.0 Ft.
Emergency Spillway Flow Depth: Not Applicable
Side Slopes: ------------------- 2.5 :1 (H:V)
Inside Top Length: ------------------- 611.0 Ft.
Inside Top Width: ------------------- 225.0 Ft.
Top of Dike Elevation: ---------------- Depth 98.90 Ft.
'Finished Bottom Elevation: ---------------- 11.00 Ft. 87.90 Ft.
Start Pump Elevation: ---------------- 19.92 In. 97.24 Ft.
Stop Pump Elevation: ---------------- 45.6 In. 95.10 Ft.
LAGOON VOLUME RFQUIRED VOL. DESIGN VOLUMES % REQ'D.
Storm Stor= 85922 (Cu.Ft.) 86,908 (Cu.Ft.) 101.15%
Temporary= 264941 (Cu.Ft.) 270,398 (Cu.Ft.) 102.06%
Permanent= 756518 (Cu.Ft.) 777,954 (Cu.Ft.) 102.83%
Total Volume= 1,107,380 (Cu.Ft.) . 1,135,260 (Cu.Ft.) 102.52%
1/2 Treatment Volume= 378,259 (Cu.Ft.)
1/2 Treatment Volume Elevation= 91.82 Ft. 84.91 In.
90 Temporary Storage Volume Elevation= 95.90 Ft. 36.00 In.
Min. Required Liner Thickness ------------------- 1.6 Ft.
Lagoon Surface Area: (Inside TOD) ------------------- 137,475 S.F.

KBW
Grower: Edward DaiT_ Designed y:
Address: 825 NC 24 E Checked By: DSE
Kenansville, NC 28349 Date: 03/29/12
County: Duplin Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCUhATIQNS
SASE VOLUME:_ MCu. Ft.
AGOON STAGE-AREA! VOLUMES
Contour
Elevation(FT.) Area (SQ. Vol. Cumul. Vol. (Cu. FT)
87.90 9491520 0
88.00 9411883 9,470 9,470
89.00 98543 96,713 106,183
90.00 102253 100,398 206,582
91.00 10611013 104,133 310,715
92.00 1091823 107,918 418,633
93.00 113683 111,753 530,386
94.00 117593 115,638 646,025
95.00 121;553 119,573 765,598
96.00 125563 123,558 889,156
97.00 129623 127,593 1,016,749
98.00 133733 131,678 1,148,428
98.90 137;475 122,044 1,270,471
These volumes were calculated using the vertical average end area method.
TOTAL READ VOL 1,107,380 CF CUMULATIVE VOL. ZONE VOL. 102.52%
END PUMP =_ _ = 95.10 FT 777,954 CF TR'MT 777,954 102.83%
START PUMP = _ = 97.24 FT 1,048,352 CF TEMP 270,398 102.06%
MAX STORAGE = 97.90 FT 1,135,260 CF STORM 86,908 101.15%
MurphpBrown,LLC Engineering P.O.Box 856,Warsaw,NC28398 [phone]

i
Grower: Edward Dail Designed By: KBW
Address: 825 NC 24 E Checked By: pSE
Kenansville, NC 28349 Date: 03/29/12
County: Duplin i Sheet 3 of 7
MINIMUM R
Permanent Storage:
Required Treatment Volume:
ruma yPe i apacity . .cu = otarsery 0 30 1.00 0
an to Finish 0 115 1.00 0
nishing 5,328 135 1.00 719,280
Farrow to weanling 86 433 1.00 37,238
Farrow to feeder 0 522 1.00 0
Farrow to finish 0 1,4171 1.00 0
Boars 0 - 4001 1.001 0
Total Required Treatment Volu a(cu.ft.)= 766,518
Sludge Storage Volume:
Animal yPe apaary cu. . = Total
Nursery 0 30 0.00 0
Wean to Finish 0 115 0.00 0
Finishing 5,328 135 0.00 0
Farrow to weanling 86 433 0.00 0
Farrow to feeder 0 522 0.00 0
Farrow to finish 0 1,417 0.00 0
Boars 0 400 0.000 0
Total Required Sludge Storage Volume cu.ft.)= 0
Iemporary Storage Volume:
Manure Production:
pimaI Type Capacity SO Perfo ay = ota
Nursery 0 180 0.30 0
Wean to Finish 0 1801 1.17 0
Finishing 5,328 1801 1.37 1,313,885
Farrow to weanling 86 1801 4.39 68,021
Farrow to feeder 0 180 5.30 0
Farrow to finish 0 180 14.38 0
Boars 0 180 4.06 0
Total Manure Production(g Is.)= 1,381,906
Total Manure Production(c .ft.)= 184,747
Excess Fresh Water:
rnma ype Capacity to. Period J./day)=Total
Nursery 0 180 1 0.00 0
Wean to Finish 0 1801 0.00 0
Finishing 5,328 1801 0.00 0
Farrow to weanling 86 180 0.00 0
_..,., Farrow to feeder 0 180 10.00 0
Farrow to finish 0 180 0.00 0
Boars 0 180 0.00 0
Total Fresh Water Excess(g Is.)= 0
Total Fresh Water Excess(ct.ft.)= 0
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw C 28398 [phone]
I

Grower: Edward Dail Designed By: KBW
Address: 825 NC 24 E Checked By: DSE
Kenansville, NC 28349 Date: 03/29/12
County: Duplin Sheet 4 of 7
Tem o�rary Storage Volume:(sit►►
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area+Additional Drainage Area)*Rainfall/12in./ft
Vol.= (137475 sq.fti + 0 sq.ft.) * 7 in. A in./ft.
Total Required Volume for Rainfall In Excess of Evap.(cu.ft.)= 80,194
Storm Storage:
Vol.=(Lagoon Surf.Area+Addt'I Drainage Area)*25Yr-/24Hr.Storm(in)/12in./ft.
Vol.= (137475 sq.ft i + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25YrJ24Hr.Storm Event(cu.ft)= 85,922
"Heavy Rain"Storage:
Vol.=(Lagoon Surf.Area+Addt'I Drainage Area) *"Heavy Rain" Factor(in)/12in./ft.
Vol.= (137475 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required iVolume for"Heavy Rain"(cu.ft.)= 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
(25Yr.!/241-1r.Storm+'Heavy Rain')= 85,922 (CU.FT)
Total Required Temporary Storage
(Manure Prod. +Excess Fr.Water+Rainfall Excess+Additional Water Storage)= 264,941 (CU.FT)
Total Required Permanent Storage
(Treatment+Sludge)= 756,518 (CU.FT)
TOTAL REQUIRED VOLUME=1107380(CU.FT.)
}
i
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 (910)293-34 44
I
E

Grower: Edward Dail Designed By: KBW
Address: 825 NC 24 E Checked By: DSE
Kenansville, NC 28349 Date: 03/29/12
County: Duplin Sheet 5 of 7
ACOON DESIGN S 1MIL.ARY
Top of Dike Elevation ------------------- 98.90 FT.
Emergency Spillway Crest Elevation ------------------- Not Al Applicable
Top of 25Yr./24Hr. Storm Storag4 ------------------- 97.90 FT.
Top of"Heavy Rain"Storage ------------------- Not Applicable
Start Pump Elevation ------------------- 97 24 FT
End Pump Elevation ------------------- 95.10 FT.
-Top of Sludge Storage ------------------- Not Applicable
.>easonal High Watertable Elev. ------ 94.00 FT.
Finished Bottom Elevation ------------------- 87.90 FT.
P 9 ------------------- 611.00 FT.
Inside To Length
Inside Top Width ------------------- 225.00 FT.
Side Slopes -------------------
3:1 H:V
Lagoon Surface Area ------------------- 137,475 SF
Min. Liner Thickness(if required) ------------------- 1.6 FT.
Freeboard Depth ------------------- 1. FT.
Temporary Storage Period ------------------- 180 Days
I
�OTAL DESIGN VOLUME=1135260(CU.FT.)
Zone Depths-
Treatment/
Sludge Storage Zone Depth----------- 72 FT.
Temporary Storage Zone Depth ----------- 21 FT
Freeboard/Storm Storage Zone Depth ----------- 1.7 FT
Total Lagoon Depth ----------- 11.0 FT
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 910)293-3434

Grower:,:. Edward Dail. Designs KB1N
Address 825 NC 24 E Checker DSE
Kenansville, NC 28349 Date. 03/29/12
County: Duplin Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV= 98.90
\ TOP OF STORM ELEV= 97.90 /
STRT PMP EL.= 97.24 \ TOP OF TEMP STORAGE ELEV= 97.24 /
END PMP EL. = 95.10 \ TOP OF TREAT ELEV= 95.10 SHWT=94.00
1 �
1 �
FINISHED BOTTOM ELEV= 87.90
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Edward Dail Designed By: KBW
Address: 825 NO 24 E Checked By: DSE
Kenansville, NO 28349 Date: 03/29/12 County: Duplin Sheet 7 of 7
phis livestock waste treatment lagoon is designed in accordance with the United States
':Natural Resources Conservation Service PRACTICE STANDARD 359-WASTE TREATMENT
LAGOON, revised prior to June, 1996.
..!Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED:
DATE:
COMM
ENTS:
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
Based on original desi n dated 1/9/92
• i
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]
i
i

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 OTer than those listed must be approved by the State Veterinarian.
i
Primary Secondary Routine)Mortality
aBurial 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.106403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .02d0.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted 6y•the NC Department of Agriculture&Con-
sumer Services Veterinary Division(attach copy of permit), If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
QIn the case of dead poultry only, placing In a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services (G.S. 106-549.70).
aa Any method which, in the professional opinioniof the State Veterinarian,would make possible
the salvage of part of•a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
aMass Mortallty Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when(numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Buriall must be,done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additi nal temporary procedures or measures for disposal according to G.S. 106-399.4.
- 2
Signature of'Farm Owner/Manager Date
Signature of Technical Specialist Date

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

Swine Firm v;;-
dsfe Management—Odor-Control Checklist Cause%Sorrce Permit No.:
HOUSE BMP Option to Minimize Odor
/gA N—VENTILATION Comments Site Specific Practices
♦ Dust
♦ Volatile/odorous ❑ Clean fans regular!
gases Efficient air movement pecify frequency
❑ Install temperature and humidity sensors to
control ventilation
❑ Treat barn exhaust
•-Examples:biofilters,wet scrubbing,windbreaks
❑ Other BMPs—please describe • May reduce ventilation rate depending on method
HOUSE/BARN_FEED
• Dust
♦ Adsorbed Gases ❑ Install feed covers
® Keep outdoor feed storage covered exce t •
Required by rule 15A NCAC 02D.1802
When necessaryp
❑ remove
Minimize free-fall height of dry f eded
❑ Install feed delivery downspout extenders
to the feed covers
❑ Remove spoiled/unusable feed on regular basis
❑ Feed pellets instead of dry meal
♦ Ammonia ❑ Use feed additives • May require third party input/approval
❑ Use feed-reduced crude protein diet • • May require third party input/approval
• May require third party input/approval
El Other gMps_
Please describe
HOUSE/$qRN_GENERAL
♦ Dust
♦ Odorous Gases ❑ Install temperature and humidity sensors •
Maintain relative humidity at 40 to 65%
to control ventilation
❑ Use ultraviolet light to treat indoor air
❑ Use indoor or outdoor electrostatic space •Can be used to treat exhaust air
charge system
❑ Other BMPs_please describe
Swine AMOC
Page 3 of 6 APPROVED—7/2

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

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
i
Farmstead Swine production ( egetative or wooded buffers;
(7v Recommended best management
practices;
Kciood judgment and common sense
Animal body surfaces Dirty manure-covered animals (+floors
Floor surfaces Wet manure-covered floors ( otted floors;
(�erers located over slotted floors;
O Feeders at high and of solid floors;
cr a manure buildup from floors;
( nderfloor ventilation for drying
Manure collection pits Urine ( requent manure removal by flush,pit
rech rge,or scrape
Parital micorbial decomposition ( nderfloor ventilation
Ventilation:exhaust fans Volatile gases;; ( an maintenance;
Dust ( LjWcient air movement
Indoor surfaces Dust K.Wdsgdown between groups of animals
O 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 () Extend fill lines to near bottom of
tanks with anti-siphon vents
Flush alleys Agitation during wastewater (.LJJfrBerfloor flush with underfloor
conveyanancel ventilation
Pit recharge points Agitation of recycled lagoon O Extend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
Lift stations Agitation during sump tank filling () Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater 1 ) Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater 1 1 Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions { rroo er lagoon liquid capacity
Biological mixing {-�►'l;o ct lagoon startup procedures
Agitation { inbtum surface area-to-volume ratio
{7inimum agitation when pumping
{1 Mechanical aeration
(1 Proven biological additives
Irrigation sprinkler nozzles High pressure agitation (-Kr ri a on dry days with little or no wind
Wind draft (.1-IGI ;mum recommended operation pressure
('Pump intake near lagoon liquid surface
O Pump from second-stage lagoon
AMOC--November 11, 1996

i
Storage tank or basin Partial microbial(decomposition (} Bottom or midlevel loading
surface Mixing while filling (1 Tank covers
Agitation when emptying 1 1 Basin surface mats of solids
1 1 Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition () Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying ( 1 Remove settled solids regularly
i
Manure, slurry or sludge Agitation when spreading ( oil iniection of slurry/sludges
spreader outlets Volatile gas emissions (j Wash residual manure from spreader after use
(1 Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying ( oil infection of slurry/sludges
or sludge on field surfaces O.S�`oil incorporation within 48 hours
(kpread in thin uniform layers for rapid drying
() Proven biological additives or oxidants
Dead animals Carcass decomposition ( roper disposition of carcasses
Dead animal disposal Carcass decomposition (}Complete covering of carcasses in burial pits
pits O Proper location/construction of disposal pits
Incinerators Incomplete combustion O Secondary stack burners
Standing water around Improper drainage (44rade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads arm access road maintenance
roads from farm access
Additional Information: Available From:
Swine Manure Management;0200 Rule/BMP 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 Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88 NCSU-SAE
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
Optionsi;for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 199S Conference Proceedings Florida Cooperative Extension
I
I

i
INSECT CONTROLCHECKLIST 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
soilds from gutters as designed.
(move bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids (;,Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30%of surface.
Excessive Vegetative Decaying vegetation ( aintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage' (1 Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage:
O Clean 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 (1 Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
(} Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes () Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e.inspect for and remove or break up accumulated
solids as needed).
AMIC--November 11, 1996

i
DryMgnure Handling Accumulations If 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
;;9• areas as needed.
t
1
j
e?
_•ice
I I
yi.. i

i
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 allot 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. T}a vegetation should be fertilized each year, if needed, to
maintain avigorous 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 leach year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.'
Brush and frees 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 Overflo%V Pipes---look for:
1. separation of joints
2. cra4s or breaks
3. accumulation of salts or minerals
4. overlall condition of pipes

Lagoon surface---look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankme�t---look for: •
1. settlement, cracking, or "jug" holes
2. side;slope stability---slumps or bulges
3. wet Jor damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
`winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
e the potential'A good stand of vegetation will reducl damage caused by wave action. If
wave action causes seriou, damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you' should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a threat
of a waste discharge. However, a permanent` solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
'.. recommended by an appropriate technical expert.
Transfer Pumps---check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping system's should be inspected and operated frequently enough so that you
�
are not completely surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, Erepairi.ng , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1. 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. [mmediate iy 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
initial
end of theipipe to discharge near the bottom
incoming ominthwate��o avoid during
on of
filling or another means of slowing t g
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 lagoo0 liquid
pH is betNVeen 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.

i
Practice water conservation---minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Management:
Maintain �agoon liquid level between the permanent storage level and
the full te,nporary storage level.
PIace 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 puhnp the lagoon liquid level lower that the permanent storage
level unless lu are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

proper lagoon sizing, '
mechanica. solids separation of flushed waste,
gravity setfling 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 morelnutrients,
have moreiodor, and
require more land to properly use the nutrients.
Removal techniques:
Hire a custom applicator.
Mix the sludge and lagoon liquid with a chopper-agitator impeller
pump through large-bore sprinkler irrigation system onto nearby cropland;
and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or `
forageland; mix remaining sludge; pump into liquid sludge applicator; haul
and spread(onto cropland or forageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland;`dredge sludge from lagoon with dragline or sludge barge; berm
an area beside lagoon to receive the sludge so that liquids can drain back
into lagoon'; allow sludge to dewater; haul and spread with manure spreader
onto cropland or forageland; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag-line operator will ensure that the lagoon liner remains
.intact. If you see soil material or the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the sludge can be
'removed without liner injury. If the liner is damaged it must be repaired as soon as'
Possible.
SIudge 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 properl design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure---an example is the placement of a pipe
in the dam without proper design and construction. (Consult an expert in
lagoon design before placing any pipes in dams.)
Lagoon liquid levels---high levels are a safety risk.
Failure to inspect and maintain the dam.
Excess surface water flowing into the lagoon.
Liner integrity---protect from inlet pipe scouring, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundwater
table. `
NOTE: If lagoon water)is allowed to overtop the dam, the moving water will soon cause
gullies to form in the darn. Once this damage starts, it can quickly cause a large discharge
of wastewater and possible dam failure.

i
i
System Calibration
Information presented) in manufacturer's charts are based on average operation
conditions with relati�,ely new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and .flow. With continued use,
nozzle wear results in'an increase in the nozzle opening which will increase the
discharge rate 'while decreasing the wetted diameter.
You should be aware That operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity.) For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
..'intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure' greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and• measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
-guns, sprinklers should be located along a transect perpendicular to the direction
of pull. Set out collection containers 25 feet apart along the transect on both
sides of the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
*Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual

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. 106-1 68.7
{ ) Complete incineration
( } In the case bf 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 I would make possible the salvage of part of a dead
animal's val a without endangering human or animal health. (Written
approval of Vhe State Veterinarian must be attached)
i
i
i
.. I

i
I
EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER OUALITY (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
to ke.
1 . Stop the release off wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo.
i
A. Lagoon overflow-possible solutions are:
a. Add soil io 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 sidewall of lagoon. Often this is seepage as opposed
to flowing leaks-possible action:
a. Dig a sm II sump or ditch from the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes a �e 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

' I
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
C. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3 Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number., telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department:
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
4 If none of the abovo works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5 Contact the contractor of your choice to begin repair or problem to minimize off-
site damage.
a. Contractors Name: ik. 0 P ►I I w.
b. Contractors Address: in 'n Al 1 , N C. �.
c. Contractors Phone: �, �
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: USDA — N K cs
b. Phone: 9!0'.isL1 Al
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
i

1YC5L� ai' e % %p Oi vl@CCliStSviiie =ai amU . JI
_ Source Cause JIMI's to Minimize Odor Sile Specific Practices
I arnrslcad 0 Swine production O Vegetative or wooded buffers;
O Recommended best management practices;
O Good judgment and common sense
Animal body surfaces 0 Dirty manure-covered animals . O Dry floors
Flour Stu laces Wet manure-covered Iloors O Slotted floors; _
O Waterers loemcd over slotted floors;
------_—.___ --- --0-_I=ccdcrs-at-high end-or-solid-floors; ----- _ .-- __ ---
O Scrape manure buildup from floors;
O Underfloor ventilation for drying
Manure collection pits 0 Urine; O Frequent manure removal by flush,pit recharge,
• I'artial microbial decumposilion or scrape;
O Underfloor ventilation
Ventilation exhaust tans • Volatile gases; O Fan maintenance;
Dust O Efficient air movement
Indoor SurlaccS Dust O Washdown between groups of anintals;
O Feed additives;
O Feeder covers;
O 1'ecd delivery downspout extenders to feeder
covers
Flush tanks Agitation of recycled lagoon O Flush tank covers;
liquid while tanks arc filling O Extend fill lines to near bottom of tanks with
anti-siphon vents
Flush alleys Agitation during wastewater O Underfloor flush with underfloor ventilatiun
conveyance
t'it recharge points Agitation of recycled lagoon O Extend recharge lines to near bottom of pits
liquid while pits are filling with anti-siphon vents
Lill stations Agitation during sump lank O Sump tank covers
filling and drawdown
Outside drain collection • Agitation during wastewater O Box covers
or junction boxes conveyance pr
AN " November 11, 1996, Page 3 H AUG 0 9 REC'D

Insect Control'Che. tst for Animal Operations
Source Cause 131%11's to Control Insects Site Specific Practices
Liquid Systems _
Flush Otfflcrs Accumulation of solids O blush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
O Remove bridging oraccumulatcd solids at
discharge
Lagoons and fits • CI uslcd Solids CJ Maintain lagoons,stilling basics and pits where
pest breeding is apparcnl to minimize the
---- —crusting-of-solids-to-a-depth-of no-more-than a---- ---- ---- - - - ---- -
8 inches over more than 30%of surface.
Excessive Veget.divc 0 Decaying vegetation D Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along wakes edge on impoundment's perimeter.
Dry Systems
Feeders Fecd Spillage D Design,operate and maintain feed systems(e.g.,
bunkers and troughs)to minimize the
accumulation of decaying wastage.
O Clean up spillage on a routine basis(e.g.,7- 10
day interval during sumnter; 15-30 day interval
during winter).
Fced Storage • . Accumulations of Iccd residues O Reduce moisture accumulation within and j
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).
0 inspect for and reinove or break up accumulated
solids in filter strips around feed storage as
needed.
AM 1C•-momubcr 11. 1996, Page 1

Source C anse 1 1Ps to Control.bisects. Silt Spccilic 1!
i.....aal holding Areas Accumulations u(anaaual wastes O Lf►. .c tow areas that lralrnloisturc 010n6
and Iced wash fcuces and other locations where waste
accumulates and disturbanccby animails is .,
minimal.
Cl Mainlain relict rows and filter strips around
animal holding areas to minimize
accumulations of wastes(i.e.,inspect ror anti
remove or break up accumulated solids as
needed).
Dry Manure t laudling Accumulations of animal wastes O Remove spillage as a routine basis(e.g.,7- 10
Systems day inlerval during summer; 15-30 day interval
during winter)where manure is loaded ror land
-- -- — - ---- ---- ---- - -- - - --aqpplicatiun or-disposal.- — --
17 Provide for adequate drainage around manure
stockpiles.
O inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed. _
For more information contact the C:uoperalive lixtensiun Service,Department of I:ntomology,Box 7613,North Carolina State University,
Raleigh,NC,27695-7613.
AV-— Numober 11. 1996, Page 2 ���

'Mortality Management Methods
(check which methods) are being implemented)
J Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowina
stream or public body of water.
J Rendering at a rendering plant licensed under G.S. 106-1¢S.7
Complete incineration
J In the case of dead poultry only. placing in a disposal iipit of a size and design
approved by the Department of Agriculture
u Any method which in the professional opinion of the Mate Veterinarian would
make possible the salvage of part of a dead animal's vailue without endangering
human or animal health. (`written approval of the State Veterinarian must be
attached)
i
December 18. 1996