240100_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 24-0100 Certificate Of Coverage Number: AWS240100
2. Facility Name: Double B Farms.Inc. 1-24
3. Landowner's Name(same as on the Waste Management Plan): Double B Farms Inc
4. Landowner's Mailing Address: 6022 Old Stake Rd'
City: Clarendon State: NC Zip: 28432-8814
Telephone Number: 910-653-9799 Ext. E-mail:
5. Facility's Physical Address: 5556 Old Stake Rd
City: Clarendon State: NC Zip: 28432
6. County where Facility is located: Columbus
7. Farm Manager's Name(if different from Landowner): Bill-, Butler
8. Faun Manager's telephone number(include area code): 910-653-9799 Ext.
9. Integrator's Name(if there is not an Integrator,write'None"): Prestaae Farms Inc
10. Operator Name(OIC): Bill\ C.Butler Phone No.: OIC#: 19252
11. Lessee's Name(if there is not a Lessee,write'None"): Ci - 3-571M
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 17,640
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1-8 1 S GLp ! 18 19 17 5 5oa 19.a
17-2a '19.
9-16 9 5 LP 1 Zc?f 4 Tn- '14. e'19.D
6 f a0
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed b� the ownerand 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,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be'subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: SaSpn ter Title: V(.Q. 'N(CS0Qn4—
Signature: 2, Date: 3-c^)9- 9
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:2019Perm [e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

��,'�t f
ROY COOPER 'f
h Governor APR 0 5 2019
S -
MICHAEL S.REGAN J .
Seererary
LINDA CULPEPPER NORTH CAROLINA �tb(itttitc�I(;��;t��Utyy��fif1
Director Environmental Quality
February 27,2019
Double B Farms Inc
Double B Farms,Inc. 1-24
6022 Old Stake Rd
Clarendon,NC 28432-8814
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
at hays:Hdeu.nc.vov/about/divisions/water-resources/water-qualit,-rep,ional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In order to assure your continued coverage under the State Non-Discharge General Permits. you must submit an application for
permit coverage to the Division. Enclosed you will find a 'Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non-Disaame General Permit." The application form must be completed. signed and returned by April 3. 2019.
Please note that You must include one f11 copy of the Certified Animal Waste Management Plan [CAWMPI with the
completed and sieved 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 NCGS 143-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): WihninL!Ion Regional Office,Water Quality Regional Operations Section
Columbus County Soil and Water Conservation District
AFOG Section Central Files-AWS240100
Erotaee Farms Inc
No-tF Sara ra Departr ertof Eavror-re^ta Qt a ty I D vsor of Water Fiescynas
3; 512 N.Ss s;DL.ry St.I iS36 k'a Sery x Center I F'a a&,Nor;.Caro ne 27683-1ESE
.�.�•�:�• 319.7C7:�JD0

Nutrient Management Plan For Animal Waste Utilization
01-11-2010
This plan has been prepared for: This plan has been developed by:
Double B Farms Edward E. Davis
Mearl Butler Columbus SWCD
6022 Old Stake Road 45B Government Complex Road
Clarendon, NC 28432 Whiteville, NC 28472
910-653-9799 910-642-2196 Ext. 3
Developer Signature
Type of Plan: Nitrogen Only with Both Manure and Fertilizer
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.
Date
Signature(owner)
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S.Department of Agriculture-
Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water
Conservation Commission.
Plan Approved By: ZL � I®
Technical Specialist Signature Date
____ -------------- -------•--••-------•- ---------------------- -------------------
253681 Database Version 3.1 Date Printed: 01-11-2010 Cover Pag
e 1

Nutrients applied in accordance with this plan will be supplied from the following
source(s):
Commercial Fertilizer is included in this plan.
U2 Double B Records waste generated 16,352,280 gals/year by a 17,640 animal Swine
Finishing Lagoon Liquid operation.This production facility has waste storage
capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 23958
Incorporated 41145
Injected7 45312
Irrigated 26041
Max.Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied(lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 26,041 35790 -9,749 22,474,093 -6,121,813
This plan includes a User Defined Source to determine the total pounds of PAN in lieu
of NRCS Standard values. Refer to North Carolina Cooperative Extension Service publication AG-439-42
entitled"Soil Facts: Use of On-Farm Records for Modifying a Certified Animal Waste Management Plan"for
guidance on using on-farm records to develop a User Defined Source.
------------------------ - - - ---------------------------------------------------------------------------------------------------------------------------
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.
253681 Database Version 3.1 Date Printed: 01-11-2010 Source Page Page 1 of 1

Narrative
All fields in this Nutrient Management Plan that use the prefix"NG" are New Ground fields. These
fields were cleared in 2008 and converted to spray fields. There are six(6)pulls in this New Ground
area consisting of Rains soils. All Pulls will be used for pasture. The landowner plans to plant annuals
on these pulls until the Fall of 2010. At that time,he plans to plant Fescue for pasture.
Below are the application rates for Pearl Millett(Summer Annual)and Oats(Winter Annual). The
landowner plans to plant Pearl Millett during the Summer of 2010.
SUMMER ANNUAL
Field Soils Acres Crop Application Period N.to apply/acre Total N./Pull
NG1 P-1 Rains 2.69 Millet 4/1 through 9/15 140 Lbs. 376.E Lbs.
NG1 P-2 Rains 2.87 Millet 4/1 through 9/15 140 Lbs. 401.8 Lbs.
NG1 P-3 Rains 3.17 Millet 4/1 through 9/15 140 Lbs. 443.8 Lbs.
NG2 P-4 Rains 3.96 Millet 4/1 through 9/15 140 Lbs. 554.4 Lbs.
NG2 P-5 Rains 4.06 Millet 4/1 through 9/15 140 Lbs. 568.4 Lbs.
NG3 P-6 Rains 4.88 Millet 4/1 through 9/15 140 Lbs. 683.2 Lbs.
WINTER ANNUAL
Field Soils Acres Crop Application Period N.to apply/acre Total N./Pull
NG1 P-1 Rains 2.69 Oats 9/1 through 4/15 94 Lbs. 252.86 Lbs.
NG1 P-2 Rains 2.87 Oats 9/1 through 4/15 94 Lbs. 269.78 Lbs.
NGl P-3 Rains 3.17 Oats 9/1 through 4/15 94 Lbs. 297.98 Lbs.
NG2 P-4 Rains 3.96 Oats 9/1 through 4/15 94 Lbs. 372.24 Lbs.
NG2 P-5 Rains 4.06 Oats 9/1 through 4/15 94 Lbs. 381.64 Lbs.
NG3 P-6 Rains 4.88 Oats 9/1 through 4/15 94 Lbs. 458.72 Lbs.
If anyone has questions concerning this plan,contact me,Edward E.Davis,Technical Specialist with
Columbus Soil and Water Conservation District. This narrative entered this,the 1 lth day of January,
2010.
APR 0 5 2019
- - - - --- ---- --
------253681---------
Database Version 3.1 Date Printed: 01-11-2010 Narrative Pa go Pa e I o

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates
are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,where available.
Planned Crops Summary
Total Useable Leaching
Acres Acres Index(LI) Soil Series Crop Sequence RYE
Tract Field
2263 NGl P-1 2.69 2.69 NIA Rains
Fescue Pasture 4.5 Tons
2263 NGl P-2 2.87 2.87 N/A Rains
Fescue Pasture 4.5 Tons
2263 NO P-3 3.17 3.17 N/A Rains
Fescue Pasture 4.5 Tons
Fescue Pasture 4.5 Tons
2263 NO2 P-4 3.96 3.96 N/A Rains
2263 NG2 P-5 4.061 4.06 N/A Rains
Fescue Pasture 4.5 Tons
2263 NG3 P-6 4.88 4.88 N/A Rains
Fescue Pasturc 4.5 Tons
0�1
2263 Pi 2.30 2.30 N/A Lynchburg
Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
2263 P10 5.00 5.00 N/A Lynchburg
Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
2263 P11 6.00 6.00 N/A Lynchburg
Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
2263 P11A 2.70 2.70 N/A Lynchburg
Small Grain Oveneed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
2263 P12 2.10 2.10 N/A Rains
Small Grain Overseed 1.0 Tons
Hybrid Bennudagrass Pasture 4.5 Tons
2263 P13A 1.40 1.40 N/A-Lynchburg
Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
2263 P13B 2.50 2.50 N/A Lynchburg
Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
2263 P14 6.001 6.00 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
2263 P15 3.50 3.50 NIA Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
2263 P16 2.80 2.80 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
2263 P17 5.00 5.00 N/A Rains Fescue Pasture 4.5 Tons
2263 P18 2.60 2.60 N/A Rains Fescue Pasture 4.5 Tons
2263 P19 6.40 6.40 N/A Stallings Fescue Pasture 4A Tons
2263 P2 5.60 5.60 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
253681 Database Version 3.1 Date Printed 1/11/2010 PCS Page Page 1 of 3
NOTE: Symbol*means user entered data.

Planned Crops Summary
'Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
2263 P20 2.70 2.70 N/A Rains
Fescue Pasture 4.5 Tons
2263 P20A 0.90 0.90 NIA Stallings Fescue Pasture 4.0 Tons
2263 P20B 2.40 2.40 N/A Stallings
Fescue Pasture 4.0 Tons
2263 P21 6.10 6.10 NIA Lynchburg
Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
2263 P22 5.201 5.20 N/A Lynchburg
Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
2263 P23 5.30 5.30 NIA Rains
Fescue Pasture 4.5 Tons
2263 P24 5.30 5.30 N/A Rains Fescue Pasture 4.5 IT=
2263 P25 5.40 5.40 N/A Lynchburg Small Grain Overseed 1.0 Hybrid Bermudagrass Pasture 5.5
2263 P26 4.30 4.30 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
2263 P27 2.60 2.60 N/A Rains Fescue Pasture 4.5 Tons
2263 P28 L 2.60 2.60 N/A Pantego
Fescue Pasture 4.0 Tons
2263 P29 4.20 4.20 N/A Torhunta Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.0 Tons
2263 P29A 2.10 2.10 N/A Torhunta
Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.0 Tons
2263 P3 5.60 5.60 N/A Rains Fescue Pasture 4.5 Tons
2263 P30 4.80 4.80 NIA Torhunta Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.0 Tons
2263 P31 1.50 1.50 N/A Lynchburg
Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
2263 P32 5.70 5.70 N/A Rains Fescue Pasture 4.5 Tons
2263 P33 3.20 3.20 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
2263 P34 2.701 2.70 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
2263 P35 2.10 2.10 N/A Torhunta Fescue Pasture 4.5 Tons
2263 P4 5.601 5.60 N/A Rains Fescue Pasture 4.5 Tons
2263 P5 5.60 5.60 N/A IRains Fescue Pasture 4.5 Tons
2263 P6 5.50 5.50 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
2263 P7 5.30 5.30 N/A Lynchburg Small Grain Overseed 1.0 Tans
253681 Database Version 3.1 Date Printed 1/11/2010 PCS Page Page 2 of 3
NOTE: Symbol*means user entered data.

Planned Crops Summary
Total Useable Leaching
Tract Field
Acres Acres Index(LI) Soil Series Crop Sequence RYE
Hybrid Bermudagrass Pasture 5.5 Tons
2263 P8 5.60 5.60 N/A ILYnchburg
Small Grain Overseed LO Tons
Hybrid Bermudagrass Pasture 5,5 Tons
2263 P8A 3.00 3.00 N/A Rains
Fescue Pasture 4,5 Tons
2263 P9 5.90 5.90 N/A Lynchburg
Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
2263 P9A 2.10 2.10 NIA Lynchburg
Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
PLAN TOTALS: 188.83 188.83
.._.: . -
Li
PatentialLeachng:_ .... Technical Gurdgnce_
Low potential to contribute to soluble None
<2 nutrient leaching below the root zone.
�—2& Moderate potential to contribute to soluble Nutrient Management(590)should be planned.
nutrient leaching below the root zone.
<=10
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve the soils
nutrient leaching below the root zone. available water holding capacity and improve nutrient use efficiency should be considered.
>10 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).
253681 Database Version 3.1 Date Printed 1/11/2010 PCS Page Page 3 of 3
NOTE: Symbol*means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed to use
the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,and proper timing of applications to
maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being'grown and an estimate of the nitrogen amount being supplied by manure or other by-products,
commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity
of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides
for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Comm. I Res. I Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic• Applic. 1000
tons
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals
2263 NG1 P-1 U2 Rains 2.69 2.64 Fescue Pasture 4.5 Tons 8/1-7/31 146 0 0 Irrig. 146 91.68 0.00 246.62 0.00
2263 NG1 P-2 U2 Rains 2.87 2.87 Fescue Pasture 4.5 Tons 8/1-7/31 *146 0 0 Irrig. 146 91.68 0.00 263.12 0.00
2263 NG1 P-3 U2Rains 3.17 3.17 Fescue Pasture 4.5 Tons 8/1-7131 146 0 0 Irrig. 146 91.68 0.00 290.62 0.00
2263 NG2 PA U2 Rains 3.96 3.96 Fescue Pasture 4.5 Tons 8/1-7/31 146 0 0 brig. 146 91.68 0.00 363.05 0.00
2263 NG2 P-5 U2 Rains 4.06 4.06 Fescue Pasture 4.5 Tons 8/1-7/31 146 0 0 Irrig. 146 91.68 0.00 372.22 0.00
2263 NG3 P-6 U2 Rains 4.88 4.88 Fescue Pasture 4.5 Tons 8/1-7/31 146 0 0 Irrig. 146 91.68 0.00 447.39 0.00
2263 PI U2 Lynchburg 2.30 2.30 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 31AO 0.00 72.21 0.00
2263 P1 U2 Lynchburg 2.30 2.30 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 179 0 0 brig. 179 112.40 0.00 258.52 0.00
2263 P10 U2 Lynchburg 5.00 5.00 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 31.40 0.00 156.98 0.00
2263 PIO U2 Lynchburg 5.00 5.00 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 179 0 0 Irrig. 179 112.40 0.00 562.00 0.00
2263 P11 U2 Lynchburg 6.00 6.00 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 31.40 0.00 188.38 0.00
2263 Pl l U2 Lynchburg 6.00 6.00 Hybrid Bermudagrass Pasture 5.5 Tot 179 0 0 Irrig. 179 112.40 0.00 674.40 0.00
2263 PI IA U2 [Lynchburg 2.70 2.70 Small Grain Overseed 1.0 To50 0 U brig. 50 31.40 0.00 84.77 0.00
2263 P11A U2 Lynchburg 2.70 2.70 Hybrid Bermudagrass Pasture 5.5 T 179 0 0 brig. 179 112.40 0.00 303.48 0.00
2263 P12 U2 Rains 2.10 2.10 Small Grain Overseed 1.0 T 50 0 0 Irrig. 50 31.40 0.0065.93 0.00
2263 P12 U2 Rains 2.10 2.10 Hybrid Bermudagrass Pasture 4.5 T 146 0 0 brig. 146 91.68 0.00 192.53 0.00
253681 Database Version 3.1 Date Printed: 1/11/2010 WUT Page Page 1 of 4

Waste Utilizatio Me t 1
Nitrogcn Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrienIA pplied Applied Applied Applied
Req'd Applied. pplied (acre) (acre) (Field) (Field)
(Ibs/A) (lbs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gaVA Tons 1000 gals tons
2263 P13A U2 Lynchburg 1.401 1.40 Small Grain Overseed 1..0 Tons 10/1-3/31 50 0 0 Irrig. 50 31.40 0.00 43.96 0.00
2263 P13A U2 Lynchburg 1-.40 1.40 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 179 0 0 Irrig. 179 112.40 0.00 157.36 0.00
2263 P13B U2 Lynchburg 2.50 2.50 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50
2263 P16 U2 Lynchburg 2.80 2.80 Hybrid Bermudagrass Pasture 31.40 0.00 78.49 0.00
2263 P13B U2 Lynchburg 2.50 2.50 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 179 0 0 brig. 179 112.40 0.00 281.00 0.00
2263 P14 U2 Lynchburg 6.00 6.00 Small Grain Overseed 1.0 Tons 1011-3131 50 0 0 Irrig. 50 31.40 0.00 188.38 0.00
2263 P14 U2 Lynchburg 6.00 6.00 Hybrid Bennudagrass Pasture 5.5 Tons 3/1-9/30 179 0 0 Irrig. 179 112.40 0.00 674.40 0.00
2263 PIS U2 Lynchburg 3.50 3.50 Small Grain Overseed 1.0 Tons 10/1-3131 50 0 0 brig. 50 31.40 0.00 109.89 0.00
2263 P15 U2 Lynchburg 3.50 3.50 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 179 0 0 Irrig. 179 112.40 0.00 393.40 0.00
2263 P16 U2 Lynchburg 2.80 2.80 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 31.40 0.00 87.91 0.00
5.5 Tons 3/1-9/30 179 0 0 brig. 179 112.40 0.00 314.72 D.00
2263 P17 U2 Rains 5.00 5.00 Fescue Pasture 4.5 Tons 811-7/31 146 0 0 brig. 146 91.68 0.00 458.39 0.00
2263 P18 U2 Rains 2.60 2.60 Fescue Pasture 4.5 Tons 8/1-7/31 146 0 0 Irrig. 146 91.68 0.00 238.37 0.00
2263 P19 U2 Stallings 6.40 6.40 Fescue Pasture 4.0 Tons 8/1-7/31 130 0 0 Irrig. 130 81.63 0.00 522.44 0.00
2263 P2 U2 Lynchburg 5.60 5.601 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 31.40 0.00 175.82 0.00
2263 P2 U2 Lynchburg 5.60 5.60 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 179 0 0 1 Irrig. 179 112.40 0.00 629.44 0.00
2263 P20 U2 Rains 2.70 2.70 Fescue Pasture 4.5 Tons 8/1-7/31 146 0 0 Irrig. 146 91.681 0.00 247.53 0.00
2263 P20A U2 Stallings 0.90 0.901 Fescue Pasture 4.0 Tons 8/1-7/31 130 0 0 Irrig. 130 81.63 0.00 73.47 0.00
2263 P20B U2 Stallings 2.401 2.40 Fescue Pasture 4.0 Tons 8/1-7/31 130 0 0 1 Irrig. 130 81.63 0.00 195.92 0.00
2263 P21 U2 Lynchburg 6.10 6.10 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 31.40 0.00 191.52 0.00
2263 P21 U2 Lynchburg 6.10 6.10 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 179 0 0 Irrig. 179 112.40 0.00 685.64 0.00
2263 P22 U2 Lynchburg 5.20 5.20 Small Grain Overseed 1.0 Tons 1011-3/31 50 0 0 brig. 50 31.40 0.00 163.26 0.00
2263 P22 U2 Lynchburg 5.20 5.20 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 179 0 0 Irrig. 179 112.40 0.00 584.48 0.00
253681 Database Version 3.1 Date Printed: 1/11/2010 WUT Page Page 2 of 4

Waste UtilizatioL ale i
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NumcnLA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field), (Field)
(lbs/A) (lbslA) (lbs/A)
Applic. Applic. 1000
Source Total Use. R period N N N Method N gallA Tons 1000 gals tons
Tract Field ID Soil Series Acres Acres Crop
2263 P23 U2 Rains 5.30 5.30 Fescue Pasture 4.5 Tons 8/1-7/31 146 0 0 Irrig. 146 91.681 0.00 485.90 0.00
2263 P24 U2 Rains 5.30 5.30 Fescue Pasture 4.5 Tons 8/1-7/31 146 0 0 Irrig. 146 91.68 0.00 485.90 0.00
EEEE
2263 P25 U2 I.ynchburg 5.40 5.40 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irr•ig. 50 31.40 0.00 169.54 0.00
2263 P25 U2 Lynchburg 5.40 5.40 Hybrid Bermudagrass Pasture 5.5 Tons 311-9130 179 0 0 brig. 179 112.40 0.00 606.96 0.00
2263 P26 U2 Lynchburg 4.30 4.30 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. E50 31.40 0.00 135.01 0.00
2263 P26 U2 ynchburg 4.30 4.30 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/3 1179 0 0 Irrig. 112.40 0.00 483.32 0.00
2263 P27 U2 Rains 2.60 2.60 Fescue Pasture 4.5 Tons 8/1-7/31 146 0 0 Irrig. 146 91.68 0.00 238.37 0.00
2263 P28 U2 Pantego 2,60 2.60 Fescue Pasture 4.0 Tons 8/1-7/31 133 0 0 brig. 133 83.52 0,00 131.87 0.00
2263 P29 U2 orhunta 4.20 4.20 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 31.40 0.00 131.87 0.00
2263 P29 U2 orhunta 4.20 4.20 Hybrid Bermudagrass Pasture 5.0 Tons 311-9/30 166 0 0 Irrig. 166 104.24 0.00 437.80 0.00
2263 P29A U2 orhunta 2.10 2.10 Small Grain Overseed 1.0 Tons 10/1-3131 50 0 0 Irrig. 50 31.40 0.00 65.93 0.00
%P30IJ2
orhunta 2.10 2.10 Hybrid Bermudagrass Pasture 5.0 Tons 3/1-9/30 166 0 0 Irrig. 166 104.24 0.00 218.90 0.00
ains 5.60 5.60 Fescue Pasture 4.5 Tons 8/1-7/31 146 0 0 Irrig. 146 91.68 0.00 513.40 0.00
orhunta 4.80 4.80 Small Grain Overseed 1.0 Tons 1011-3/31 50 •0 0 Irrig. 50 31.40 0.00 150.71 0.00orhunta 4.804.80 Hybrid Bermudagrass Pasture 5.0 Tons 3/1-9130 166 0 0 Irrig. 166 104.24 0.00 500.34 0.00
Lynchburg 1.50 1.50 Small Grain Overseed 1.0 Tons 1011-3/31 50 0 0 brig. 50 31.40 0.00 47.10 U.00
2263 P31 U2 Lynchburg 1.50 1.50 1Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 179 0 0 Irrig. 179 112.40 0.00 168.60 0.00
2263 P32 U2 Rains 5.70 5.70 Fescue Pasture 4.5 Tons 8/1-7/31 146 0 0 Irrig. 146 91.68 0.00 522.57 0.00
2263 P33 U2 Lynchburg 3.20 3.20 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 31.40 0.00 100.47 0.00
2263 P33 U2 Lynchburg 3.20 3.20 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 179 0 0 Irrig. 179 112.40 0.00 359.68 0.0
2263 P34 U2 Lynchburg 2.70 2.70 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 31.40 0.00 84.77 0.00
2263 P34 U2 Lynchburg 2.70 2.70 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 179 0 0 Irrig. 179 112.40 0.00 303.48 0.00
253681 Database Version 3.1 Date Printed: 1/11/2010 WUT Page Page 3 of 4

Waste Utilizatim ble i 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. APpI!c• Applic. 1000
Tract Field ID Soil Series Acres Acres Crop Ryg Period N N N Method N gaUA Tons 1000 gals tons
2263 P35 U2 Torhunta 2.10 2.10 Fescue Pasture 4.5 Tons 8/1-7/31 150 0 0 brig. 150 94.19 0.00 197.80 •0.00
2263 P4 U2 Rains 5.60 5.60 Fescue Pasture 4.5 Tons 8/1-7/31 146 0 0 Irrig. 146 91.68 0.00 513.40 0.00
2263 P5 U2 Rains 5.60 5.60 Fescue Pasture 4.5 Tons 8/1-7/31 146 0 0 1 Irrig. 146 91.68 0.00 513.40 0.00
2263 P6 U2 Lynchburg 5.50 5.50 Small Grain Overseed 1.0 Tons 10/1-3l31 50 0 0 brig. 50 31.40 0.00 172.68 0.00
2263 P6 U2 Lynchburg 5.50 5.50 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 179 0 0 Irrig. 179 112.40 0.00 618.20 0.00
2263 P7 U2 Lynchburg 5.30 5.30 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 31.40 0.00 166.40 0.00
2263 P7 U2 Lynchburg 5.30 5.30 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 179 0 0 Irrig.
179 112.40 0.00 595.72 0.00
2263 P8 U2 Lynchburg 5.60 5.60 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 31.40 0.00 175.82 0.00
2263 P8 U2 Lynchburg 5.60 5.60 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 179 0 0 Irrig. 179 112.40 0.00 629.44 0.00
2263 P8A U2 Rains 3.00 3.00 Fescue Pasture 4.5 Tons 8/1-7/31 146 0 0 Irrig. 146 91.68 0.00 275.04 0.00
2263 P9 U2 Lynchburg 5.90 5.90 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 31.40 0.00 185.24 0.00
2263 P9 U2 Lynchburg 5.90 5.90 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 179 0 0 Irrig. 179 112.40 0.001 663.16 0.00
2263 P9A U2 Lynchburg 2.10 2.10 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 31.40 0.00 65.93 0.00
2263 P9A U2 Lynchburg 2.10 2.10 Hybrid Bermudagrass Pasture 5.5 Tons 311-9/30 179 0 0 Irrig. 179 112.40 0.00 236.04 0.00
Total Applied,1000 gallons 22,474.09
Total Produced,1000 gallons 16,352.28
Balance,1000 gallons -6,121.81
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.
253681 Database Version 3.1 Date Printed: 1/11/2010 WUT Page Page 4 of4

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If
applying waste nutrients through an irrigation system,you must apply at a rate that will not result in runoff. This table provides the
maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum
application amount that each field may receive in any one application event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
2263 NGI P-1 Rains 0.40 1.0
2263 NG 1 P-2 Rains 0.40 1.0
2263 NG1 P-3 Rains 0.40 1.0
2263 NG2 P-4 Rains 0.40 1.0
2263 NG2 P-5 Rains 0.40 1.0
2263 NG3 P-6 Rains 0.40 1.0
2263 P1 Lynchburg 0.50 1.0
2263 P10 Lynchburg 0.50 1.0
2263 P11 Lynchburg 0.50 1.0
2263 P11A Lynchburg 0.50 1.0
2263 P12 Rains 0.40 1.0
2263 P13A Lynchburg 0.50 1.0
2263 P13B Lynchburg 0.50 1.0
2263 P14 Lynchburg 0.50 1.0
2263 P15 Lynchburg 0.50 1.0
2263 P16 Lynchburg 0.50 1.0
2263 P 17 Rains 0.40 1.0
2263 P18 Rains 0.40 1.0
2263 P19 Stallings 0.50 1.0
2263 P2 Lynchburg 0.50 1.0
2263 P20 Rains 0.40 1.0
2263 P20A Stallings 0.50 1.0
2263 P20B Stallings 0.50 1.0
2263 P21 Lynchburg 0.50 1.0
2263 P22 Lynchburg 0.50 1.0
2263 P23 Rains 0.40 1.0
2263 P24 Rains 0.40 1.0
2263 P25 Lynchburg 0.50 1.0
2263 P26 Lynchburg 0.50 1.0
2263 P27 Rains 0.40 1.0
2263 P28 Pantego 1 0.45 1.0
2263 P29 Torhunta 1 0.45 1.0
253681 Database Version 3.1 Date Printed 1/11/2010 IAF Page Page 1 of 2

Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
2263 P29A Torhunta 0.45 1.0
2263 P3 Rains 0.40 1.0
2263 P30 Torhunta 0.45 1.0
2263 P31 Lynchburg 0.50 1.0
2263 P32 Rains 0.40 1.0
2263 P33 Lynchburg 0.50 1.0
2263 P34 Lynchburg 0.50 1.0
2263 P35 Torhunta 0.45 1.0
2263 P4 Rains 0.40 1.0
2263 P5 Rains 0.40 1.0
2263 P6 Lynchburg 0.50 1.0
2263 P7 Lynchburg 0.50 1.0
2263 P8 Lynchburg 0.50 1.0
2263 P8A Rains 0.40 1.0
2263 P9 Lynchburg 0.50 1.0
2263 P9A lLynchburg 0.50 1.0
DPP 0 5 201
kbolveluoMNc ODU114.jtPkA;Uo
253681 Database Version 3.1 Date Printed 1/11/2010 IAF Page Page 2 of 2

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source,
the number of animals in the facility and the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out,this
material must be utilized for crop production and applied at agronomic rates. In most cases,the priority nutrient is nitrogen but
other nutrients including phosphorous,copper and zinc can also be limiting. Since nutrient levels are generally very high,
application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be used for
sludge application. If this is not possible,care should be taken not to load effluent application fields with high amounts of
copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes,
phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge-Standard
Corn 120 bu 150 13.16 221.14 442.29 663.43
Hay 6 ton R.Y.E. 300 26.32 110.57 221.14 331.71
Soybean 40 bu 160 14.04 207.32 414.64 E62196
-------------------------------- -------------------- ------------------------------------------------------ ------------------------------------------- ----g g
253681 Database Version 3.1 Date Printed: 01-11-2010 Sludge Page Page 1 of

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 Stora a Cal)aciv�
Source Name I Double B Records Design Storage Capacity(Days)
Start Date 09/30 180
Plan Year Month Available Storage Capacity(Days)
1 1 165
1 2 169
1 3 180
1 4 180
1 5 180
1 6 180
1 7 180
1 8 180
1 9 180
1 10 180
1 11 180
I 12 165
*Available Storage Capacity is calculated as of the end of each month.
---------------------------------- ---------------------------------------------------- ------------- -------------------- -- ---------- ----------
253681 Database Version 3.1 Date Printed: 01-11-2010 Capacity Page Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during operation
or land application. Any discharge of waste that reaches surface water is
prohibited.
2. There must be documentation in the design folder that the producer either owns
or has an agreement for use of adequate land on which to properly apply the
waste. If the producer does not own adequate land to properly dispose of the
waste,he/she shall provide evidence of an agreement with a landowner,who is
within a reasonable proximity, allowing him/her the use of the land for waste
application.It is the responsibility of the owner of the waste production facility to
secure an update of the Nutrient Management Plan when there is a change in the
operation,increase in the number of animals, method of application, receiving
crop type, or available land.
3. Animal waste shall be applied to meet,but not exceed, the nitrogen needs for
realistic crop yields based upon soil type, available moisture,historical data,
climatic conditions,and level of management, unless there are regulations that
restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land eroding at more than 5 tons per acre per year but
less than 10 tons per acre per year provided grass filter strips are installed where
runoff leaves the field (see USDA,NRCS Field Office Technical Guide Standard
393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste application.
Waste should not be applied when there is danger of drift from the land
application field.
6. When animal waste is to be applied on acres subject to flooding,waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to
conservation tilled crops or grassland,the waste may be broadcast provided the
application does not occur during a season prone to flooding(see "Weather and
Climate in North Carolina" for guidance).
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.
-
---------------------------------------------------- -----------------------------------------------------------------------------
------------------------------
253681 Database Version 3.1 Date Printed: 1/11/2010 Specification Page 1

8. Animal waste shall not be applied to saturated soils, during rainfall events, or
when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that
the crop is not covered with waste to a depth that would inhibit growth. The
potential for salt damage from animal waste should also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring planted
crops on soils with a high potential for leaching. Wastelnutrient loading rates on
these soils should be held to a minimum and a suitable winter cover crop planted
to take up released nutrients.Waste shall not be applied more than 30 days prior
to planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied from
a lagoon that is a component of a swine farm shall be at least 50 feet from any
residential property boundary and canal.Animal waste,other than swine waste
from facilities sited on or after October 1, 1995,shall not be applied closer that 25
feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than
those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over-spraying. Animal waste may be applied to
prior converted cropland provided the fields have been approved as a land
application site by a "technical specialist". Animal waste shall not be applied on
grassed waterways that discharge directly into water courses, and on other
grassed waterways,waste shall be applied at agronomic rates in a manner that
causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities,showers,toilets, sinks,
etc., shall not be discharged into the animal waste management system.
APR 0 5 2019
vim C*s'ay
-._,n. .
---------- ----------------------------------------- ----- -------------- --------------------------------------------- ------------
253681 Database Version 3.1 Date Printed: 1/11/2010 Specification Page 2

17. A protective cover of appropriate vegetation will be established on all disturbed
areas (lagoon embankments,berms, pipe runs, etc.). Areas shall be fenced, as
necessary,to protect the vegetation. Vegetation such as trees, shrubs, and other
woody species, etc., are limited to areas where considered appropriate. Lagoon
areas should be kept mowed and accessible. Berms and structures should be
inspected regularly for evidence of erosion,leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate
the possibility of an illegal discharge, pollution,and erosion.
19. Waste handling structures,piping, pumps, reels,etc.,should be inspected on a
regular basis to prevent breakdowns, leaks,and spills. A regular maintenance
checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops
for direct human consumption. However, if animal waste is used on crops-for
direct human consumption,it should only be applied pre-plant with no further
applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom elevations of
the temporary storage (pumping volume) of all waste treatment lagoons.
Pumping shall be managed to maintain the liquid level between the markers. A
marker will be required to mark the maximum storage volume for waste storage
ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the
rate-determining nutrient,unless other restrictions require waste to be applied
based on other nutrients, resulting in a lower application rate than a nitrogen
based rate. Zinc and copper levels in the soils shall be monitored and alternative
crop sites shall be used when these metals approach excessive levels. pH shall be
adjusted and maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste application
records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five (5)
years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
------------------- ----------------------------------------------------------------------- ---------------------------------- --------------
253681 Database Version 3.1 Date Printed: 1/11/2010 Specification Page 3

Crop Notes
The following crop note applies to field(s): P28,P35
Fescue: Coastal Plain,Organic Soils.
Adaptation: Well-adapted.
In the Coastal Plain tidewater region,tall fescue can be planted Sept. 1 to Oct. 15 (best)and Feb. 15 to
Mar. 20.For pure-stand broadcast seedings use 20-to 30 lb/ac.,for drilled use 15 to 20 lb/ac. seed.Use
certified seed to avoid introducing weeds or annual ryegrass.Plant seed 0.25"to 0.5"deep for pure
stands,0.25"in mixture with clovers.Tall fescue will tolerate_ soil wetness but not flooding or prolonged
saturation;use ladino clover for mixtures on these soils. Soil test for preplant and maintenance lime,
phosphorus,and potassium recommendations.Apply 40 to 60 lb/ac nitrogen at planting for pure stands
only. Do not apply N for mixtures with clovers but use proper legume inoculation techniques.Apply 150
to 2001b/ac.N to pure-stand fescue for hay production;reduce N rates by 25%for grazing.Apply N Feb.
1 to Mar.20 and Aug. 20 to Sept. 30,with equal amounts in each window.Refer to NCSU Technical
Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for additional
information or consult your regional agronomist or extension agent for assistance.
The following crop note applies to field(s):NGl P-1,NGl P-2,NGl P-3,NG2 P-4,NG2 P-5,NG3 P-6,
P17,P18,P20,P23,P24,P27,P3,P32,P4,P5,
Fescue: Coastal Plain,Mineral Soil,Poorly Drained to Somewhat Poorly Drained.
Adaptation: Moderate to Marginal.
In the Coastal Plain,tall fescue can be planted Sept. 1 to Oct. 15 (best)and Feb. 15 to Mar. 20.For
pure-stand broadcast seedings use 20 to 30-1b/ar,,for drilled use 15 to 201b/ac. seed. Use certified seed
to avoid introducing weeds or annual ryegrass.Plant seed 0.25"to 0.5"deep for pure stands, 0.25"-in
mixture with clovers. Tall fescue will tolerate soil wetness but not flooding or prolonged saturation;use
ladino clover for mixtures on these soils. Soil test for preplant and maintenance lime,phosphorus,and
potassium recommendations.Apply 40 to 601b/ac nitrogen at planting for pure stands only.Do not apply
N for mixtures with clovers but use proper legume inoculation techniques.Apply 150 to 200 lb/ac.N to
pure-stand fescue for hay production;reduce N rates by 25%for grazing.Apply N Feb. 1 to Mar.20 and
Aug. 20 to Sept. 30,with equal amounts in each window.Refer to NCSU Technical Bulletin 305
Production and Utilization of Pastures and Forages in North Carolina for additional information or
consult your regional agronomist or extension agent for assistance.
--------------------------- ---------------- -------------------- ---------------------- -----------------
253681 Database Version 3.1 Date Printed: 01-11-2010 Crop Note Page Page 1 of 4

The following crop note applies to field(s): P19,P20A,P20B
Fescue: Coastal Plain,Mineral Soil,Poorly Drained to Somewhat Poorly Drained.
Adaptation:Moderate to Marginal.
In the Coastal Plain,tall fescue can be planted Sept. 1 to Oct. 15 (best)and Feb. 15 to Mar.20.For
pure-stand broadcast seedings use 20 to 30 lb/ac.,for drilled use 15 to 20 lb/ac. seed.Use certified seed
to avoid introducing weeds or annual ryegrass.Plant seed 0.25"to 0.5"deep for pure stands, 0.25"in
mixture with clovers.Tall fescue will tolerate soil wetness but not flooding or prolonged saturation;use
ladino clover for mixtures on these soils. Soil test for preplant and maintenance lime,phosphorus,and
potassium recommendations.Apply 40 to 60 lb/ac nitrogen at planting for pure stands only. Do not apply
N for mixtures with clovers but use proper legume inoculation techniques.Apply 150 to 2001b/ac.N to
pure-stand fescue for hay production;reduce N rates by 25%for grazing.Apply N Feb. 1 to Mar.20 and
Aug. 20 to Sept.30,with equal amounts in each window. Refer to NCSU Technical Bulletin 305
Production and Utilization of Pastures and Forages in North Carolina for additional information or
consult your regional agronomist or extension agent for assistance.
The following crop note applies to field(s):'P29,P29A,P30
Small Grain: Coastal Plain,Organic Soils
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15 November 20. For barley,plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre.Plant all these small grains at 1-1 1/2" deep.Adequate depth control is
essential.Review the NCSU Official Variety"green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 301bs/acre N at planting.Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February-March.
The following crop note applies to field(s): P12
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 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.
253681 Database Version 3.1 Date Printed: 01-11-2010 Crop Note Page Page 2 of 4

The following crop note applies to field(s):P1,P10,Pl 1,P11A,P13A,P13B,P14,P15,P16,P2,P21,
P22,P25,P26,P31,P33,P34,P6,P7,P8,P9
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 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):P29,P29A,P30
Bermudagrass:Coastal Plain, Organic Soil
Adaptation:Not adapted.
The following crop note applies to field(s):P12
Bermudagrass CP,Mineral Soil,Poorly Drained to Somewhat Poorly Drained.
Adaptation:Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2'to 3' in the row.Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2'rows spaced I'to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
----------------------------------------------------------------------------------- ----------------
253681 Database Version 3.1 Date Printed: 01-11-2010 Crop Note Page Page 3 of 4

The following crop note applies to field(s): P1,P10,P11,P11A,P13A,PUB,P14,P15,P16,P2,P21,
P2-2,P25,P26,P31,P33,P34,P6,P7,P8,P9
Bermudagrass CP,Mineral Soil,Poorly Drained to Somewhat Poorly Drained.
Adaptation:Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar.31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3'rows, spaced 2' to 3' in the row.Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5'to 2'rows spaced l' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July.For established stands apply 180 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
-------------------------------- ------------------------------------------------------------ --- -------------------------------------------------- -
253681 Database Version 3.1 Date Printed: 01-11-2010 Crop Note Page Page.4 of 4

ADDENDUM TO WUP
Narrative
Double B. Farms is installing 3 Rotary Drum Composters for Mortality Management at their
Finishing Operation. The number of animals at this operation is 17,640. This operation will
produce approximately 26,041 pounds of N per year. Based on composted swine mortality from
Double B.Farms, approximately 149 tons per year(wet basis) is common for the broadcast
application method. This would be approximately 2085 lbs of PAN expected from the
composter to be land applied.
The operation has a surplus of land to apply nutrients on. This compost will be analyzed and
land applied at agronomic rates. The 2085 pounds of PAN produced by this composter will be
recorded on the Dry Litter Application Field Record forms. The amount of N applied from this
composter will be deducted from the total N budgeted for the area where it is applied.
The waste utilization plan dated 1-11-2010 has a PAN deficient of 9,749 lbs. The total amount
of N produced from composter per year is 2,085.
If there are any questions concerning this plan,please contact NRCS or Columbus Soil&Water
Conservation District at(910)642-2196 x 3.
S-10
Producer Date
District Conservationist Date
Technical Specialist Date

Conservation Plan Map
Customer(s): BILLY BUTLER Field Office:WHITEVILLE SERVICE CENTER
Agency: USDA-NRCS
Assisted By: Donna G Register
- 13
C 21
i
f ~
1
t•-
17
Legend
O Existing Well
Q Residence
,,I-- Temporary Fence
ff�P Waste Storage Lagoon
Consplan
n Composter N
— DOT Secondary Roads 700 0 700 1,400 2,100 2,800
— Streams Feet

•T�
►`F-
'k
e{,s�
ITH
UffEL
1-4
URF I-
lift—
r,
L5t] Farm: 12322Wetland Determination Identifiers
AG I CULTURE c: 2263 Restricted use
—Limited Restrictions
Map for FSA purposes only 0 Exempt from Conservation
Columbus County, NC Compliance13mvisons
0 625 1,260 2,600 3,750
- -- _. -- Feet
Disd aim er.Wei ind dentifers do not represert size,shepe,or sped tc determi nation of area.
Refer to your or,iinai determination(CPA-026 and attached maps)for exact wetland boundaries print Date Se ptemb er 26,2007

SOILS MAP
Customer(s):BILLY BUTLER Field Office:WHITEVILLE SERVICE CENTER
District:COLUMBUS SOIL&WATER CONSERVATION DISTRICT Agency: USDA-MRCS
Legal Description:T-2263
Ly
r M-1111 L w.
,�. Ra ' y
Ly r
�Ta L
� Y
1 �x
I - 'low
Ly � .
5t R f rGoA'
l
Pa L
_
fv
MA
Ta St,r
k
r
iLegend
Soils Map N
Consplan
530 0 530 1,060 1,590 2,120
Roads Feet
Streams

COLUMBUS COUNTY
EMERGENCY ACTION PLAN
DIVISION OF WATER RESOURCES (DWR) 910-796-7399
EMERGENCY MANAGEMENT SERVICES (EMS) 910-640-6610
SOIL&WATER CONSERVATION DISTRICT(SWCD) 910-642-2196
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 910-642-2196
COOPERATIVE EXTENSION SERVICE (CES) 910-640-6605
This plan will be implemented in the event that waste from your operation are leaking,
overflowing, or running off the site. You should NOT wait until wastes reach surface
waters or leave your property to consider that you have a problem. You should make
every effort to ensure that this does not happen.This plan should be posted in an
accessible location for all employees at the facility.The following are some action items
you should take.
1. Stop the release of wastes. Depending on the situation,this may or may not be
possible. Suggested response to problems are listed below:
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam, any permanent alteration of
the dam should be approved by a qualified technical specialist.
b. Pump wastes to field at an acceptable rate.
c. Stop all additional flow to the lagoon, hold wastes in the house if possible.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from wastes application field-action include:
a. Immediately stop wastes application.
b. Create a temporary diversion or berm to contain the waste.
c. Incorporate waste to reduce further runoff.
d. Evaluate and eliminate the reason(s)that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinkler-action includes:
a. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
c. Close values to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush system, houses, solids separators-action includes:
a. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
c. Make sure no siphon effect has been created.
d. Stop all flows in the house,flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks-possible action:

a. Dig a small sump or ditch to catch all seepage, put in a submersible pump,
and pump back into lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the sidewalls and the lagoon
bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWR (Division of Water Resources)
regional office, at 910-796-7399, after hours, emergency number: 1-800-
858-0368. Your phone call should include: YOUR NAME, FACILITY NUMBER,
TELEPHONE NUMBER,THE DETAILS OF TE INCIDENT FROM ITEM #2 ABOVE,
THE EXACT LOCATION OF THE FACILITY,AND THE LOCATION OR DIRECTION
OF MOVEMENT OF THE SPILL, WEATHER AND WIND CONDITIONS,THE
CORRECTIVE MEASURES THAT HAVE BEEN UNDER TAKEN,AND THE
SERIOUSNESS OF THE SITUATION.
b. If the spill leaves the property or enters surface waters, call local (EMS)
Emergency Management Services at 910-640-6610.
c. Instruct EMS to contact local Health Department.
d. Contact local Soil and Water Conservation District, Natural Resources
Conservation Service office at 910-642-2196 and Cooperative Extension
Service at 910-640-6605 for advice/technical assistance.
4. If none of the above works call 911 or the sheriffs Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of the problem to minimize off-
site damage.
a. Contractors Name: x oA�i N 86�)S
b. Contractors Address: Ua3 h'ovezr
x 0-10160� 1) . W- 2�931
c. Contractors Phone: >c `SILO- �3'1 ' -`?I 6(
Page 2

6. Contact the technical specialist who certified the lagoon.
a. Name: 6LENO C c.) F7on1
b. Phone: Q/o-59&-57It9-
7. Implement procedures as advised by DWR and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste management plan to
keep problems with release of wastes from happening again.
8. If you are a contract swine grower associated with a swine company integrator,
contact the company representative at 910-592-5771.
Page 3

Insect C.ontroi Checklist for Animal Operations
Source Cause -
-_ IIMPs 1.0 Control Insects —
Liquid S3sicros Si(c Shccific-1'racliccs
flushGultcrs -- Accun"tlatlorlol'solids .—.
O Flush syslcnl.is designed and oh
sufficiclllly to 1'etl.10ve acctltllulated solids fro!),
guncrs as designed.
O Remove bridging oramm.111(cd solids a(
Lagoolls and fits Crustal Solids discharge
Mainlain lagoons,settling basins and pits where ^ --
pcst breeding.is apparcn(to nriniulin the
crusting ofsolids to a depth of no more than G -
3 inches over more(hall 30%of surface.
lixccssivc Vcgcla(ivc ,• Decaying ve� _
Gro�cllr bclatiu;r �! Maintain vcgelalive control along banks of — �—
lagoons and other in)poundlnents to prevent
acculluda(ion of decaying vegetative 1118(ler
along tvatcr's edge on inlp01111d"lcnt's perimeter.
Feeders heed SpillageDry
Syslents
• ■ Ucsigr),opera(e and maintain fccd sys(culs(e.g.,
bunkers and Iroughs)to n)inin,i7.c the
accun,tllatio"of decaying wastage.
Cleat)1")spillage on a(outine basis(e.g.,7- IA
clay in(er•val during stnnmer; 15-30 day interval
Feed Slora e _ __..— during,vill(
8 Accun,ula(Mils ol:fccd residues
C) itcducc moislurc accun-11-6 n within and --- —� -- ——
aroand inuncdiatc perimeter•of feed storage
areas by insuring drainage away font site
and/or providing adequate containment
covered bill for brewer's grain and similar high
moislurc grain products).
O Inspect for and rei"ove or break up acclunulated
solids in filter strips around fccd storage as
"ceded.
AMIC-November 11, 1996, Page I

Swine Farm. Waste Management Odor Control Checklist
Source Cause BMPs F stea Sw to Minimmize Odor Site Speci
armd a ine production Ill Vegetative or wooded buffers,zfirc Practices-
■ Recommended best management practices;
a Good judgment and common sense
Animal body surfaces ® i)irty manure-covered animals ■ pry floors
Floor surfaces o Wet manure-covered floors
■ Slotted floors;
■ Waterers located over slotted'floors;
13 Feeders at high end of solid floors;
® Scrape manure buildup from floors;
13 Underfloor ventilation for drying
Manure collection pits : urine; Frequent manure removal by flush,pit rechargeq.
Partial microbial decomposition or scrape; -
' - • O Underfloor.ventilatioir
Ventilation exhaust fans . volatile gases;_
. 15 Faie maintenauce; .
Dust 1111 Efficient air movement
Indoor surfaces ®' ]Dust ® Washdown between groups of annals;
-® Feed additives; -
® Feeder covers;
ill Feed delivery downspout extenders to feeder
covers
Flush tanks ® • Xg-iration of recyccled lagoon a Flush tank covers; -
liquid while tanks are filling ® Extend fill lines to near bottom of tanks with
anti-`siphon.vents
Flush alleys ® Agitation during wastewater 13 Underfloor flush with underfloor ventilation conveyance '
Pit recharge points o Agitation-of recycled lagoon
Extend recharge lines to near bottom of pits
liquid while pits are filling, wide anti-siphon vents
Lift stations ' ® Agitad during.sump tank ® -Sump tank covers
filling and drawdown
Outside drain collection ® Agitatiaa during wastewater
or junction boxes conveyance covers --~ - - -~�-
AMO.0-November 11, 1996, -page 3

Soured Euse
End of dram a es at •. BMPs to Minimize•allot Site S ecilic Practices P Agitation cluing wastewater 93 Extend disch point of esaanderneath
con'v. -cc=::. :...:... p p A
- :. lagoog-liquid-level'"
Lagoon surfaces 0 Volatile gas emissions; flll FrO er p •lagooit liquid capacity; —
• Biological mixing' ® COFFict
a �►gitation �OOn startup procedures;.
O Minimum surface awto-volume ratio;
`&,J Minimum agitation when,pumping;
® Mechanical aeration;
_ •Cl Proven biological additives
Irrigation sprinkler • High.pressaiae agitation; ■. Irrigate on - --
nozzles ga dry days with little or no wind; —
® Wind draft O Minimum recommended operating
. p g pressure;
10 Pump intake near lagoon liquid surface;
P -•Pump from second-stage lagoon
-Storage tank or basui•_ : Partial microbial decmriposition; O
surce Bottom or midlevel loading;
fa o Mixing while falling; --- u -
O Tank covers;
® Agitation vdheq emptying Cl Basin surface mats of solids;
O Proven biological additives or oxldants
Settling basin surface ® Partial M'Croblal decomposition; O Extend drainpipe outlets underneath liquid
• Mixing while falling; - level;
0 Agfatign vvlten emptying ® Remove'settled solids regularly
Manure,slurry or sludge ® .Agitation when.slirDiding; ® Soil injection of slurry/sludges;
spreader outlets ® ^�-y
Volatile gas emissions ® Wash residual manure from spreader after use;
_ ® Proven biological additives or oxidants
Uncovered manure, ® Volatile gas emissions while ® Soil injection of slurry/sludges —_
slurry or sludge on field' drying
surfaces ® Soil incorporation within 49 hrs.;
® Spread in thin uniform layers for rapid drying;
O Praven"bilological additives or oxidants
Dead.animals" e Carcass decoptposition ■ Proper disposition of carcasses -—
Dead animal disposal ® Carcass decompositiai, ® Complete covering of carcasses in burial pits;
pig -
__ ® Proper location/construction of disposal pits
Incinerators. .®� Incomplete; combustion ® Secondary-stack burners -
Aiv[` Novernber 11, 1996, Page 4

Source L.P•anSA. i
Smacung.water Around • �M�e 1V 111/niZe 0(10r
facilities Improper, fi e; MIGrade and laatdscapc such that water drains 01W S eef le Practices
® Microbial dm:oritposition.of away fMm,facilities,. .
----____-_ •orgaaydriidttes.. . ... . ::.... . .. .
Manure freaked clnto ® poorly maintained access roads
public roads from farm 17 Farm access road maintenance
access
Additional-Information:
Swine Manure Aiianagement; 020p RulefBMp packet -- -_. Available From
Swine ftoduction Farm Potential Odor Sources-and Remedies; F NCSU,County Extension Center Swine Rroductiou Facility Manure-hk=gement:Pit Recharge.LagoonTreatment; EBAE 1�8-88
NCSU-BAE
Swine Protluotion.Facilit3r IVlanure Id Magementi'Underiloor Flush-Lagoon Treatanent; EBAE 129-88 NCSU-B,AE
Lagoon Design and Management for Livestock Manure Tr eagi4ent and.Storage; EBAE 1 EBA NCSU-BAE
Calif�rati .of Manure and Wastewater Application Equipment; EBAE FOct Sheet NCSU-BAE
Controlling Odors from SVvine Buildings; PIH-33 NCSU-BAE
Environmental Assurance Program; NPi.C Manual NCSU-Swine Extension
Options for Managing Ddor; a report from the Swine Odor Task Force NC Pork Producers Assoc
Nuisance Concerns in Anima!Manure Management•Odors and Flies; PRO 107, 1995 Conference proceed in NCSU Agri Communications
! Florida Cooperative Extension
AMOC-November 11, 1996, Page 3
.S.•:.

'
--�
� �erator :BILLY BUTLER County : COLUMBUS Date: 08/24/95
Distance to nearest residence (other than owner) : 2100. 0 feet
� . AVERAGE LIVE WEIGHT (ALW)
0 sows ( farrow to finish) x 1417 lbs. = 0 lbs
0 sows ( farrow to feeder) x 522 lbs. = 0 lbs
5880 head ( finishing only ) x 135 lbs. = 793800 lbs
0 sows ( farrow to wean ) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : : 0
_
Total Average Live Weight = 793800 lbs
7 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 793800 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW 1 . 10 CF/Ib' ALW
Volume = 873180 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE ACCUMULATION NOT COMPUTED
Volume = 0.0 cubic feet AT OWNERS REQUEST. REMOVE SLUDGE
AS NEEDED.
4. TOTAL DESIGNED VOLUME
. Inside top length ( feet)--------------------- 650.0
Inside top width ( feet)-------------------W-- 270.0
Top of dike elevation ( feet)----------------- 53. 5
Bottom of lagoon elevation ( feet)------------ 43'5
Freeboard ( feet)----------------------------- 1 .0
Side slopes ( inside lagoon )------------------ 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 644.0 264.0 9.0
AREA OF TOP
LENGTH * WIDTH =
644.0 264.0 170016 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
590.0 210.0 123900 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
617.0 237.0 584916 (AREA OF MIDSECTION * 4)
-\
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
— 170016.0 584916.0 123900.0 1 . 5
Total Designed Volume Available = 1318248 CU. FT.

.\
. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike)
Length * Width =
650.0 270.0 175500.0 square feet
Buildings ( roof and lot water)
0 .0 square feet Describe this area.
TOTAL DA 175500.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine . production in gal . /day per 135 lb. ALW 1 .37
Volume = 793800 lbs. ALW/135 lbs. ALW * 1 .37 gal/day 180 days
'_\ Volume = 1450008 gals. or 193851 .3 cubic feet
as. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system' Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 102375.0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7. 5 inches / 122 inches per foot * DA
Volume = 1(-)9687. 5 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 193851 cubic feet
5B. c) cubic feet
5C. 102375 cubic feet
5D. 1cf9688 cubic feet
TOTAL 405914 cubic feet
6. SUMMARY
Temporary storage period============________:: ia0 days
Rainfall .in excess of -evaporation===========;- 7.0 inche-s
25 year - 24 hour rainfall=====_____________::: 7.5 inches
1 .0 feel:.
Side s 1 open=====_____________=______________' 3.0 : 1
Inside top 650a0 feet
Inside top 27(--).0 feet.
Top of dike 53. 5 feet
Bottom of lagoon elevation==================-::• 43. 5 feet
Total required 1279094 cu. ft.
Actual design volume=====___________________:::• 17,18248 cu . ft.
Seasonal high watertable elevation (SHWT)===::--• 49.^o feet
Stop pumping 49.8 feet
Must be or = to the SHWT elev.====______ : 49.8 feet
Must be or = to min . req. treatment el .=". 49. 5 feet
Required minimum treatment vo 1 ume===========> 873 180 cu. f t.
Volume at stop pumping elevation============:::• 578827 cu. Jt.
Start pumping 51 .8 feet �
Must be at bottom of freeboard & 25 yr. rainfall
Actual. volume .less 25 yr.- 24 hr. rainfall==:> 1208561 cu . fit.
Volume at start pumping elevation===========::- 1200567 cu. fit.
Required volume to be pumped================:> 296226 cu. ft.
Actual volume planned to be pumped==========:> 321741 cu. ft.
Min . thickness of soil liner when required==> - 1 . 5 feet
7. DESIGNED BY: !j. gQev.,. y APPROVED BY: L CEC.S/V
DATE. 8/�/95 DATE;
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
16
COMMENTS• "* d dq_l AT
~ "-AO J-0OL a ��

' SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
______________________________
~`
^
' This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level ( permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for :
( 1 ) waste from animals and (2) excess rainfall after evaporation . Also
included is storage for the 25 year _ 24 hour storm for the location .
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year , but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building (s) . If the outlet pipe is not installed at the elevation to
begin pumping , a permanent marker must be installed at this elevation
to indicate when pumping should begin . An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
-� runoff or leaching .
Land application of waste water is recognized as an acceptable
method of disposal ' Methods of application include solid set,
center pivot, guns, and traveling gun irrigation . Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1 . It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid . Fresh water should not
be used for flushing after initial filling .
2. The attached waste utilization plan shall be followed . This
plan recommends sampling and testing of waste (see attachment)
before land .application .
3 . Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 51 .8 as marked by permanent marker . Stop pump-
out when the fluid level reaches elevation 49.8 . This temporary
storage, less 25 yr- 24 hr storm, contains 296226 cubic feet or
~\ 2215773 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one ( 1 ) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually . Vegetation should be fertilized as needed
to maintain a vigorous stand .
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation .
7 . All surface runoff is to be diverted from the lagoon to stable
outlets.
B. Keep aminimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well . Waste shall be applied in a
manner not to' reach other property and public right-of-ways.
9 . The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law .
'`\

{-V l,V IR•O V7 Lv,
TYPICAL VIET OF A ONE-STAGE LAGOON SYSTEM
Top Width 'Z Settled Top Elevation
tion
s3•s
Confinement Bldg, \
Pipe Invert Eleva
- � _ ` _ r `
i SS_3 • t _ �SS _3 ' _�_ SS_
Pit i� Treatment
Lagoon
Pipe (Needs to be adequately i, Depth = _ 9•3_
spported)
Bottom Elevation 43.5
NOTE : RIP-RAP, FLEXIBLE PIPE OR OTHER SUITABLE HATERIAL WILL BE PLACED AT PIPE OUTLETS TO PREVE.
EROSION OF CLAY LINER

TYPICAL CROSS-SECTION OF
LAGOON OONSTRUCTION WITH
.PARTIAL--CLAY LINER
1.5 FE-T THICK CLAY LINER
FILL (MINIMUM)
FILL
AVERAGE GROUND AVERAGE GROUND
VARIABLE EXCAVATE THIS AREA AND
SANDY MATERIAL BACKFILL WITH CLAY VARIABLE SANDY MATERIAL
NO CLAY NO CLAY
1.5 FEET THIC
CLAY LINER .5 FEET THICK
EXCAVATE
CLAY LINER
"
SANDY CLAY-CLAY
SANDY CLAY-CLAY
ADDITIONAL'EXCAVATION DUE TO LINEft:
AVERAGE DEPTH TO CLAY X 1 .5 FEET THICK X DISTANCE -' CUBIC FEET = CUBIC YARDS
27 CUBIC FEET/CUBIC YARDS
NOTE: MIEN AREAS OF UNSUITABLE MATERIAL ARE ENCOUNTERED, THEY WILL NEED TO BE EXCAVATED A MINIMUM OF 1.5
FEET BELOW GRADE, BACKFILLED AND COMPACTED WITH A SCS APPROVED MATERIAL (SC, CL, CH).

U.05. DEPARTMUT Of AG1tICULTURE MC-ENG-40
Solt Camervatlon Servica Rev. 7/91
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: 6 4rt Date: 81Ay,19S
county: Caw rn e u s
Address:
LEnro
\ at Of SLOPE•3 TO 1 �
O
W
AVE. Tot+ ELEV. At
w'h/ SECTION O'sj/
o
AVE. SOTTOit ELEV. /
I � 1
Lmt
srm &7 o
r
(S" bwk for volwr calculations)
Use of facility: AnjmAL. W&re 3j0^TmsrnT e
Capacity: o lions / 1 67-4-8 Ft3
Soil Type: t_
�- i Bench Mark Descr pt Ot1 /)A,4 In t16kr ocE 16447601 o'_ S T eF
A -f oo. E,.6 V- 50. O
7r2 IV1 nptc. 1 n i i6.gr Po[ E A.oCa-re A !30' EAST eF YrA,
J-1, 9tdo elev- 52.0
BGMMaIRy
Bottom T Elev. +3.s
Normal Liquid Level Elev. /.8
Storage for normal Precip. (+) Ft.
Maximum Liquid Level Elev.
25 yr. Storm Storage (+) .:7 Ft.
Crest ESW Elev. —
Max.Flow Depth (+) — Ft.
Freeboard (+) ,.0 Ft.
Top of Dam Elev._ s3.5

a J.,
ui...
_4 +
.......... .....
tlrF — ri— 1 is, . r, I : I
i ! I i I I i I + k L_j_ . ham.—. _ .�
IT
-41
F-F
14
01!
r T r
17
41

LAGOON DESIGN
Operator: Billy Butler County: Columbus Date: 09-12-95
Distance to nearest residence (other than owner): 3,000.0 feet*
1. AVERAGE LIVE WEIGHT(ALW)
0 sows (farrow to fininsh) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
5880 head (finishing only) x 135 lbs. = 793800 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0
Describe other:_ _
Total Average Live Weight= 793800 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume= 793800 lbs. ALW x Treatment Volume (CF)/1b.ALW
Treatment Volume(CF)/1b.ALW = 1 CF/1b.ALW
Volume= 793800 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume= 0.0 cubic feet Sludge Accumulation not computed at owner's
request. Remove sludge as needed.
4. TOTAL DESIGNED VOLUME
Inside top length (feet) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 650.0
Inside top width(feet) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 250.0
Top of dike elevation(feet) 51.4
Bottom of lagoon elevation (feet) . . . . . . . . . . . 41.4
Freeboard (feet) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.0
Side slopes (inside lagoon) . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.0:1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 644.0 244.0 9.0
AREA OF TOP
LENGTH *WIDTH=
644.0 244.0 157136 (AREA OF TOP)
AREA OF BOTTOM
LENGTH *WIDTH=
590.0 190.0 112100 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH *WIDTH *4
617.0 217.0 535556 (AREA OF MIDSECTION *4)
CU. FT. =[AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
157136.0 535556.0 112100.0 1.5
Total Designed Volume Available=1207188 CU. FT.
4

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length *Width=
650.0 250.0 162500.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 162500.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume= 793800 lbs. ALW/135 lbs. ALW*1.37 gal/day 180 days
Volume= 1450008 gals. or 193851.3 cubic feet
513. Volume of wash water
., This is the amount of fresh water used for washing floors or volume of fresh water used
for a flush system. Flush systems that recirculate the lagoon water are accounted for in
5A.
Volume= 0.0 gallons/day* 180 days storage/7.48 gallons per CF
Volume= 0:0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days exceeds rainfall = 7.0 inches
Volume= 7.0 in * DA / 12 inches per foot
Volume= 94791.7 cubic feet
5

5D. Volume of 25 year - 24 hour storm
Volume= 7.5 inches / 12 inches per foot * DA
Volume= 101562.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 193851 cubic feet
5B. 0 cubic feet
5C. 94792 cubic feet
5D. 101563 cubic feet
TOTAL 390206.cubic feet
6. SUMMARY
Temporary.storage period . . . . . . . . . . . . . . . . . . . . . . . 180 days
Rainfall in excess of evaporation . . . . . 7.0 inches
25 year - 24 hour rainfall . . . . . . . . . . . . . . . . . . 7.5 inches
Freeboard . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.0 feet
Side slopes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.0:1
Inside top length 650.0 feet
Inside top width . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 250.0 feet
Top of dike elevation . . . . . . . . . . . . . . . . . . . . . . . . . . 51.4 feet
Bottom of lagoon elevation . . . . . 41.4 feet
r Total required volume . . . . . . . . . . . . . . . . . . 1184006 cu. ft.
_ Actual design volume . . . . . . . . . . . . . 1207188 cu. ft.
Seasonal high watertable elevation (SHWT) . . . . . . . . . 47.7 feet
Stop pumping elev. . . .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . 47.7 feet
Must be > or to the SHWT elev. . . . . . . . . . . . . . . . . . . 47.7 feet
Must be > or = to min. req. treatment elev. . . . . . . . . . . . . . 47.4 feet
Required minimum treatment volume . . . . . . . . . . . . : . . . . . . . . 793800 cu. ft.
Volume at stop pumping elevation 802105 cu. ft.
Start pumping elev. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49.7 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall . . . . . . . . . . . . . . . . 1105626 cu. ft.-,
Volume at start pumping elevation . . . . . . . . . . . . . . . . . . . 1098494 cu. ft.
Required volume to be pumped . . . . . . . . : . : : : . . . . . . 288643 cu. ft.
Actual volume planned to be pumped . . . . . . . . . 296389 cu. ft.
Min. thickness of soil liner when required . . . . . . . . . . . . 1.5 feet
7• DESIGNED BY: G. Glenn Clifton APPROVED BY:
Prestage Farms, Inc. ^ o►�
DATE: 6-26-95 DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:.
S 6

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
-------------------------------
This lagoon is designed for waste treatment ( permanent storage) and
^_ 180 days of temporary storage. The time required for the planned
fluid level ( permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
( 1 ) waste from animals and (2) excess rainfall after evaporation ' Also
included is storage for the 25 year - 24 hour storm for the location .
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building (s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin . An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching .
Land application of waste water is recognized as an acceptable
-- method of disposal . Methods of application include solid set,
center pivot, guns, and traveling gun irrigation . Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1 . It is strongly recommended that the treatment lagoon be pre-
|
. charged to 1/2 its capacity to prevent excessive odors during
| start-up. Pre�charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
� flush buildings with recycled lagoon liquid . Fresh water should not
be used for flushing after initial filling .
� 2^ The attached waste utilization plan shall be followed . This
' Plan recommends sampling and testing of waste (see attachment)
before land application .
\ 3 ^ Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 49. 7 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 47.7 . This temporary
� storage, less 25 yr- 24 hr storm, Lontains288643 cubic feet or
2159050 gallons .
`^
'
|
1 -
10

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one ( 1 ) inch and the recommended maximum application rate is 0 3
.
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand .
-- 6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation .
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams . Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well . Waste shall be applied in a
-� manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law'
�
-'--�
�m/

U. S. DEPARTMENT OF AGRICULTURE NC-ENG-GO
Soil Conservation Service Rev. 7/91
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: 78. - 4 3Ls-ri-EA Date•
COunty: ['o L U fV%Z V S
Address:
8
LENGTH
i
8t OE SLOPE-I TO 1
h0� \ /
W Q�
�o \` 5/. ¢ AVE. TOP ELEY. ��0 1
c 10
M+ P1/ �---�M10 SECTION /�� y
f---Ar
a
AVE. BOTTOM ELEV. /
ENGT11 SSO
(See beck for votum calculations) -
Use of facility: n�MA%- W iosze -rlZEATA4E nT GA600n
Capacity:_ 903 4 1 -7 llons 12.o 7 i 86 Ft3
Soil Type:
h<
Bench Mark Description 773 C;o.o n A t
(JSEA 6 - L �TEn /bo ' EAsT aF S7 Tion /too
SUMMARY
Bottom Elev. 4./.4-
Normal Liguid Level Elev. _ 49.7
Storage for normal Precip. M — Ft.
Maximum Liquid Level Elev. 49.7
25 yr. Storm Storage M ."7 Ft.
Crest ESW Elev.
Max.Flow Depth M -- Ft.
Freeboard M /, o Ft.
Top of Dam Elev. /.
15

CC,L0M8US Co ,
TYPICAL VIEW OF A ONE-STAGE LAGOON SYSTEM
Confinement Bldg Top Widt Settled Top Elevation
Pipe Invert Elevation
SS _3 : _!_ SS3 .
Pit �� K Treatment
Lagoon �
Pipe (Needs to be adequately i, Depth = g�.3 _
spported)
Bottom Elevation 41_y-
NOTE : RIP-RAP , FLEXIBLE PIPE OR OTHER SUITABLE MATERIAL WILL BE PLACED AT PIPE OUTLETS TO PREVENT
EROSION OF CLAY LINER
IC,

55.r
i - - - � �r 1S ti'►�- Qa1y� �d'�' .
, --`fit-b:.���. `��•__
r
i
�_ 4.� 1
1 F
., ,�..,....�+-- �._, :.... .. . ..., r .. .. � t_pro _
_TT4 --ilzi
O —
p73 1 '
all a
- - '- _- - -
'd
1
.. - -2s. ... I . .. . I r
'--.. ...0-64—
br+'Q R 1
7-7
--
1 Q.2ta¢h90ar
ft
-7 77
:fir -

4 LAGOON DESIGN
��~^~
perator:DOUBLE B County : COLUMBUS Date: 8/19/96
1111"istance
MEARL & BILLY BUTLER
to r!earest residence (other than`owner) : 2200.0 feet
. AVERAGE LIVE WEIGHT (ALW)
��N 0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows ( farrow to feeder) x 522 lbs. = 0 lbs
5880 head ( finishing only) x 135 lbs. = 793800 lbs
0 sows ( farrow to wean ) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other, : : 0
Total Average Live Weight = 793800 lbs
�
!. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 793800 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 793800 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE ACCUMULATION NOT COMPUTED
Volume = 0.0 cubic feet AT OWNERS REQUEST. REMOVE SLUDGE
AS NEEDED.
^ TOTAL DESIGNED VOLUME
IF Inside top length ( feet)--------------------- 650.0
Inside top width ( feet)---------------------- 250.0
Top of dike elevation ( feet)----------------- 50. 5
~^ Bottom of lagoon elevation ( feet)------------ 40. 5
Freeboard ( feet)----------------------------- 1 .0
Side slopes ( inside lagoon )------------------ 3.0 : 1
Total design volbme using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH 3.0 3.0 3.0 3.0 644..0 244.0 9.0
��� AREA OF TOP
LENGTH * WIDTH =
644.0 244.0 157136 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
590.0 190.0 112100 (AREA OF BOTTOM)
AREA O" MIDSECTION
LENGTH * WIDTH * 4
617.0 217.0 535556 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
157136.0 535556.0 112100.0 1 . 5
Total Designed Volume Available = 1207188 CU; FT.

. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (t�p of dike)
Length � Width =
650.0 250.0 162500.O square feet
Buildings ( roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 162500.0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces & urine production in gal . /day per 135 lb. ALW 1 .37
Volume = 793800 lbs. ALW/135 lbs LW.. A � 1 .37 gal/day 180 days
Volume = 145O008 gals. or 193851 .3 cubic feet
~5B. Volume of wash water
This is the amount o g floors or volume
fresh water used for a flush system. Flush systems th�t recirculate
the lagoon water are accounted for in 5A.
��� Volume = 0.0 gallons/day � 18O days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
Volume of rainfall Jr excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 94791 .7 cubic feet
���

D. Volume of 25 year - 24 hour storm
Volume = 7. 5 inches / 12 inches per foot * DA
Volume = 101562. 5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
N 5A. 193851 cubic feet
5% 0 cubic feet
5C. 94792 cubic feet
5D. 101563 cubic feet
/
TOTAL 390266 cubic feet
. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7.0 inches
25 year - 24 hour rainfall==================> 7. 5 inches
1 .0 feet
Side slopes=================================> 3.0 : 1
Inside top 650.0 feet
Inside top width============================> 250.0 feet
— Top of dike elevation=======================> 50. 5 feet
Bottom of lagoon elevation==================> 40. 5 feet
Total required volume=======================> 1184006 cu. ft *
^ ^
~~ Actual design volume========================> 1207188 cu. it. *
Seasonal high watertable elevation (SHWT)===> 46.0 feet
Stop pumping 46.8 feet *
Must be > or = to the SHWT elev.==========> 46.0 feet
Must be > or = to min . req . treatment el .=> 46. 5 feet
Required minimum treatment volume===========> 793800 cu. it.
Volume at stop pumping elevation============> 802105 cu. it.
~~ Start pumping ele�.=========================> 48.8 feet *
Must be at bottom of freeboard & 75yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 1105626 cu. ft^
^
Volume at start pumping elevation===========> 1098494 cu. ft.
Required volume to be pumped================> 288643 cu. ft. *
Actual volume planned to be pumped==========> 296389 cu. ft. *
Min . thickness of soil liner when required==> 1 . 5 feet
r. DESIGNED BY: ' �� APPROVED BY: all ��
r --~---''~~^' ~
DATE: �Y�«v���� DATE:
-'
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN ^
COMMENTS:__________________________________________________________________

OPERATION AND MAINTENANCE PLAN SHEET 1 OF 2
--------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level ( permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
( 1 ) waste from animals and (2) excess rainfall after evaporation . Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
-�' fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is deter `ined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
- building(s) . If the outlet pipe is not installed at the elevation to
begin pumping , a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching .
Land application of waste water is recognized as an acceptable
~^ method of disposal . Methods of application include solid set,
center pivot, guns, and traveling gun irrigation . Care should be
taken when applying waste to prevent damage to crops.
~�
The following items aqe to be carried out:
1 . It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid . Fresh water should not
be used for flushing after initial filling .
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
-~ before land application .
3. Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 48.8 as marked by permanent marker. Stop pump
out when the fluid level reaches elevation 46.8 ' This temporary
storage, less 25 yr- 24 hr storm, contains 288643 cubic feet or
�� 2159050 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one ( 1 ) inch and the recommended maximum application rate is 0 3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually . Vegetation should be fertilized as needed
to maintain a vigorous stand .
6 . Repair any eroded areas or areas damaged by rodents and
- establish in vegetation.
7 . All surface runoff is to be diverted from the lagoon to stable
-n� outlets.
B. Keep a Minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditchos. Do not pump within 200 feet of a
residence or within 100 feet' of a well . Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9 . The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

,UOu DBE �
CDLU�'IAl)S Co.
TYPICAL VIEW OP A OHE-5TAG.E LAGOON 5YS- Tth
1
Top Width «' Settled so.s
Confinement Bldg. Top Elavmtian
Pipe Invert Elevation
SS 91.
Pit fM . /r . Treatment
Lagoon
zz :1
Pipe/(Needs to be adequat-elY II Depth = _0.-3 _
spported) it
Bottom Elevation 0.5 �
NOTE . RIP-RAP, FLEXIBLE - PIPE OR OTHER SUITABLE MATERIAL WILL BE PLACED AT PIPE OUTLETS TO PREVENT
EROSION OF CLAY LINER

U. !. DEPUTMT 0/ AGRICATLOE MC-ENG-40
Soil Conkrvatian Sarvios Rev. 7/91
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: l r3 Date c_ AIL 2
county:.C i v M au s
Address: CWA D 80V R N tJ.C . ,
*NOTG" T(^;s Own Sti.oWs 0.s'tv"2e v+leaScYerte �Q y #o
�/e'{ait c�ycr u,tiN� -"76Y COwS�YHc�COri.
LOGIN
��� � it DE 8lA►E;.�TO 1 /
ly� iYE. TDP BEY- 4�
IV
0
SECTION /t+il,jo
Avg. eDTtDu mgv. /
M
(3a+ bwk for vote calculations)
Use of facility: An+MAL WAS T EgTM nT LA ood
Soil Capacity: 92 Z 7 G/i Gallons 17.0 71 Ft3
Type: L
Bench Mark Deacr on NAIL. I n- A Z ei n E Irq BE L o 17G 0 /o 6
UJEST F A7i0r% Z+oo ti,�..��.
Bottom �
Elev. 40:5
Normal Liquid Level Slay. 4.8.
Storage for normal Precip. (+) Ft
Maxi3mm Liquid Level Elev.
25 yr. Storm Storage (+)
crest ESw Elev. _
Max.Flow Depth (+) _ Ft.`
Freeboard (+) :o Ft.
Top of Dam Elev. m,S
18

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Version—November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
a Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B.0200.
I I Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NLAC 52C .0102.
© A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
❑ In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
Any method which, in the professional opinior6,of the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options;contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be..done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager Date
Signature of Technic pecialist Date