100021_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 inforntadon and make any necessary corrections below.
Applrcadon ntrrst be signed and dated by the Permittee-
1. Farm Number. 10-0 21 Certificate Of Coverage Number. AWS 100021
2. Facility Name: Carolina Bay Farms.LLC
3. Landownees Name(same as on the Waste Management Plan): Maguire Farm LLC
4. Landownees Mailing Address: r A a.—Tax Rd?
City: State: NC zip: .a2as_ AJ331
Telephone Number. 910-866-4395 Ext. E-mail:
5. Facility's Physical Address: 2551 Exxum Rd Nw
City: Ash State: NC Zip: 28420
6. County where Facility is located: Drunswick
7. Farm Manager's Name(if different from Landowner): Russell L Brock
g, Farm Manager's telephone number(include area code): 910-289-0957 Ext.
9. Integrator's Name(if there is not an Integrator,write'None'): Coastal Plains Pork
10, Operator Name(OIC): Brandon Lee Jones Phone No.: 910-366-%20 OIC#: 1003695
11. Lessee's Name(if there is not a Lessee,write'None"):
12. Indicate animal operation type and number.
Current Permit: Operations Type Allowable Count
Swine-Farrow to Wean 4,000
Operation Tnm;
Swlae Cattle Dry Poultry other Tvaea
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-ter
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Guts Other Non Laying Pullet
Other Layer

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
Struchire Date (Clay,Synthetic, capacity Surface Area "Redline"
Name Buflt Unknown) (Cubic Feet) (Square Feet) (inches)
"a-- 444;�4�:68+ -20M
l 7CIA o? 78e2 8 00 o?o
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-213.1OC(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),xined by the owner and a certified technical.snechdist,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
S. 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: 2019PermitRenewal@ncdenrgov

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, aay 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. (19 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 la &vmers should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: M L 00' Title: [ n
Signature: Date:
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

Nutrient Management Plan For Animal Waste Utilization
03-21-2017
This plan has been prepared for: This plan has been developed by:
Carolina Bay Sow (10-21) Ronnie G. .Kennedy Jr.
Maguire Farm, LLC Agriment Services, Inc,
1122 Oberlin Road PO Box 1096
Raleigh, NC 27605 Beulaville, NC 28518
[phone] 252-568-2648
evcloper Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I(we)understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
. 7 l
f'..• 3 7
Si iture nor) Date
Signature(mtuiager 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 ny: 3 -2. 1 -2 o f 7
�eclnitcalpecialist Signature Date
. - . .
908421 Database.Version 4.1 Date Printed: 03-21-2017 Cover Page1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S9 Swine Farrowing-Weanling Lagoon Liquid waste generated 12,812,000 gals/year by a
4,000 animal Swine Farrow ing-Weanling Lagoon Liquid operation.This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 15396
Incorporated 18475
Injected 18475
Irrigated 15396
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied (lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 152396 49559 -34,163 412241,439 -2824292439
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.
908421 Database Version 4.1 Date Printed: 03-21-2017 Source Page 1 of I

Narrative
3-21-2016
This plan updates wettable acres. Pulls 12-29 are leased from Pearly Vereen. All waste application rates
used from waste plan developed by Greer Moore dated 3-8-2005.
5-19-2014
This plan is an update to include new center pivot 1 and Sub fields 1-3, that replace pulls 1-14 and Sub
fields A-F. Soil type was derived from averaging soil types(Lynchburg,Rains, Goldsboro,Foreston).
All other pulls/sub fields remained the same and came from waste plan developed by Greer Moore dated
3/8/2005.
- -- ---- ----------------------------
908421 Database Version 4.1 Date Printed: 03-21-2017 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also 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
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
1060 CP1 79.70 79.70 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
1060 SUB-1 3.62 3.62 N/A Rains Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 4.5 Tons
1060 SUB-2 4.14 4.14 N/A Rains Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 4.5 Tons
1060 SUB-3 16.67 16.67 N/A Goldsboro Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
3075 12 4.75 4.75 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
3075 13 6.67 6.67 N/A Rains Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 4.5 Tons
3075 14 5.44 5.44 N/A Lynchburg Small Grain Overseed 1.0 To
Hybrid Bermudagrass Pasture 5.5 Tons
3075 15 5.21 5.21 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
3075 16 3.89 3.89 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
3075 17 5.27 5.27 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
E3075 18 5.38 5.38 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
3075 19 5.46 5.46 N/A Rains Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 4.5 Tons
3075 20 3.92 3.92 N/A Lynchburg Small Grain Overseed 1.0 Tons
MMMM� Hybrid Bermudagrass Pasture 5.5 Tons
3075 21 5.72 5.72 NIA Rains Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 4.5 Tons
3075 22 2.46 2.46 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
3075 23 6.331 6.33 N/A Lynchburg Ismail Grain Overseed 1.0 To!
908421 Database Version 4.1 Date Printed 3/21/2017
PCS Page 1 of 2
NOTE: Symbol*means user entered data.

Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
PHybrid Bermudagrass Pasture 5.5 Tons
W
24 1.10 1.10 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
25 6.23 6.23 N/A Lynchburg Small Grain Overseed 1.0 TonsHybrid Bermudagrass Pasture 5.5 Tons
26 6.00 6.00 N/A Rains Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 4.5 Tons
3075 27 2.88 2.88 N/A Rains Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 4.5 Tons
3075 28 6.16 6.16 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
3075 29 6.97 6.97 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
3075 SUB-4 2.89 2.89 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
PLAN TOTALS: 196.86 196.86
LI Potential Leaching Technical Guidance
<2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>=2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<=10 soluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Term No-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
908421 Database Version 4.1 Date Printed 3/21/2017
PCS Page 2 of 2
NOTE: Symbol*means user entered data.
r�

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 Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient I pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) Qbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
1060 CPI S9 Lynchburg 79.70 79.70 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 41.61 0.001 3,316.19 0.00
1060 CPI S9 Lynchburg 79.70 79.70 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *206 0 0 brig. 206 171.43 0.00 13,662.71 0.00
1060 SUB-1 S9 Rains 3.62 3.62 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 5 41.61 0.00 150.62 0.00
1060 SUB-I S9 Rains 3.62 3.62 Hybrid Bermudagrass Pasture 4.5 Tons 3/1-9/30 *169 0 0 Irrig. 169 140.64 0.00 509.10 0.00
1060 SUB-2 S9 Rains 4.14 4.14 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 41.61 0.00 172.26 0.0
1060 SUB-2 S9 Rains 4.14 4.14 Hybrid Bermudagrass Pasture 4.5 Tons 3/1-9/30 *169 0 0 Irrig 169 140.64 0.00 582.24 0.0
1060 SUB-3 S9 Goldsboro 16.67 16.67 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 41.61 0.00 693.61 0.00
1060 SUB-3 S9 Goldsboro 16.67 16.67 Hybrid Bermudagrass Pasture 6.5 Tons 3/1 9/30 *244 0 0 Irrig. 244 203.05 0.00 3,384.83 0.00
3075 12 S9 Lynchburg 4.75 4.75 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig 50 41.61 0.4 197.64 0.00
3075 12 S9 Lynchburg 4.75 4.75 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *206 0 0 Irrig. 206 171A3 0.00 814.28 0.00
3075 13 S9 Rains 6.67 6.67 Small Grain Overseed 1.0 Tons 10/1-3131 50 0 0 Irrig, 50 41.61 0.00 277.53 0.00
3075 13 S9 Rains 6.67 6.67 Hybrid Bermudagrass Pasture 4.5 Tons 3/1-9/30 *169 0 0 Irrig, 169 140.64 0.00 938.05 0.00
3075 14 S9 Lynchburg 5.44 5.44 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig, 50 41.61 0.00 226.35 0.00
3075 14 S9 Lynchburg 5.44 5.44 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *206 0 0 brig. 206 171.43 0.00 932.56 0.00
3075 15 S9 Lynchburg 5.21 5.21 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 41.61 0.00 216.78 0.00
3075 15 S9 Lynchburg 1 5.21 5.21 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *206 1 0 0 Irrig. 2061 171.43 0.00 893.13 0.00
908421 Database Version 4.1 Date Printed:3/21/2017 WUT Page 1 of 3

Waste Utilization Table Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fen. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient ppbed Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. APPSc, Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
3075 16 S9 Lynchburg 3.89 3.89 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 0 0.00 0.00 0.00 0.00
0
3075 16 S9 Lynchburg 3.89 3.89 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *206 0 0 Irrig. 206 171.43 0.00 666.85 0.00
3075 17 S9 Lynchburg 5.27 5.27 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 41.61 0.00 219.28 0.00
3075 17 S9 Lynchburg 5.27 5.27 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *206 0 0 brig. 206 171.43 0.00 903.42 0.00
3075 18 S9 Lynchburg 5.38 5.38 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 41.61 0.00 223.85 0.0
3075 18 S9 Lynchburg, 5.38 5.38 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *206 0 0 Irrig. 206 171.43 0.00 922.28 0.00
3075 19 S9 ins 5.46 5.46 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 41.61 0.00 227.18 0.00
3075 19 S9 ins 5.46 5.46 Hybrid Bermudagrass Pasture 4.5 Tons 3/1-9/30 *169 0 0 Irrig. 16 140.64 0.00 767.88 0.00
3075 20 S9 ynchburg 3.92 3.92 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 5 41.61 0.00 163.11 0.00
3075 20 S9 Lynchburg 3.92 3.92 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *206 0 0 Irrig. 206 171.43 0.00 671.99 0.00
3075 21 S9 sins 5.72 5.72 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig 50 41.61 0.00 238.00 0.00
3075 21 S9 kains 5.72 5.72 Hybrid Bermudagrass Pasture 4.5 Tons 3/1-9/30 *169 0 0 Irrig. 169 140.64 0.00 804.44 0.00
3075 22 S9 kynchburg 2.46 2.46 Small Grain Overseed 1.0 Tons 10/I-3/31 50 0 0 Irrig. 50 41.61 0.00 102.36 0.00
3075 22 S9 kynchburg 2.46 2.46 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *206 0 0 Irrig. 206 171.43 0.00 421.71 0.00
3075 23 S9 Lynchburg 6.33 6.33 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 41.61 0.00 263.38 0.00
3075 23 S9 Lynchburg 6.33 6.33 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *206 0 0 Irrig. 206 171.43 0.00 1,085.13 0.00
3075 24 S9 Lynchburg 1.10 1.10 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 1 0 brig. 50 41.61 0.00 45.77 0.00
3075 24 S9 Lynchburg 1.10 1.10 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *206 0 0 Irrig. 1 206 171.43 0.00 189.57 0.00
3075 25 S9 Lynchburg 6.23 6.23 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 41.61 0.00 259.22 0.00
3075 25 S9 Lynchburg 6.231 6.23 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *206 0 0 Irrig. 2061 171.43 0.00 1,067.99 0.00
3075 26 S9 Rains 6.00 6.00 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 41.61 0.00 249.65 0.00
3075 26 S9 Rains 6.00 6.00 Hybrid Bermudagrass Pasture 4.5 Tons 3/1-9/30 *169 0 0 Irrig. 169 140.64 0.04 843.92 0.00
90 C
Database Version 4.1 Date Printed:3/21/2()t 7 WUT Page ? of 3

Waste Utilization Table Year 1
Nitrogen Cornm. Res. Manure Liquid Solid Liquid Solid
PA Fen. pbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient ppGed Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
source Total Use. Applic. Applic, 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
3075 27 S9 Rains 2.88 2.88 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 41.61 0.00 119.83 0.00
3075 27 S9 Rains 2.88 2.88 Hybrid Bermudagrass Pasture 4.5 Tons 3/1-9/30 *169 do
0 Irrig. 169 140.64 0.00 405.03 0.00
3075 28 S9 Lynchburg 6.16 6.16 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 brig. 50 41.61 0.00 256.31 0.00
3075 28 S9 Lynchburg 6.16 6.16 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *206 0 0 Irrig. 206 171.43 0.00 1,055.99 0.00
3075 29 S9 Lynchburg 6.97 6.97 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 1 Inig. 50 41.61 0.00 290.011 0.00
3075 29 S9 Lynchburg 6.97 6.97 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *206 0 0 Irrig. 206 171.43 0.00 1,194.85 0.0
3075 SUB-4 I S9 Lynchburg 2.89 2.89 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 41.61 0.00 120.25 0.00
3075 SUB4 S9 Lynchburg 2.89 2.89 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *206 0 0 Irrig. 204 171.43 0.00 495.42 0.00
Total Applied,1000 gallons 41,241.
Total Produced,1000 gallons 12,812.00
Balance,1000 gallons -28,429.44. :
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.
908421 Database Version 4.1 Date Printed:3/21/2017 WUT Page 3 of 3

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)
1060 CP 1 Lynchburg 0.50 1.0
1060 SUB-1 Rains 0.40 1.0
1060 SUB-2 Rains 0.40 1.0
1060 SUB-3 Goldsboro 0.50 1.0
3075 12 Lynchburg 0.50 1.0
3075 13 Rains 0.40 1.0
3075 14 Lynchburg 0.50 1.0
3075 15 Lynchburg 0.50 1.0
3075 16 Lynchburg 0.50 1.0
3075 17 Lynchburg 0.50 1.0
3075 18 Lynchburg 0.50 1.0
3075 19 Rains 0.40 1.0
3075 20 Lynchburg 0.50 1.0
3075 21 Rains 0.40 1.0
3075 22 Lynchburg 0.50 1.0
3075 23 Lynchburg 0.50 1.0
3075 24 Lynchburg 0.50 1.0
3075 25 Lynchburg 0.50 1.0
3075 26 Rains 0.40 1.0
3075 27 Rains 0.40 1.0
3075 28 Lynchburg 0.50 1.0
3075 29 Lynchburg 0.50 1.0
3075 SUB-4 lLynchburg 0.50 1.0
908421 Database Version 4.1 Date Printed 3/21/2017 IAF Page 1 of 1
"NTOTF- 4Zvmhn1 *mPanc ncPr PntPrPH(iata

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 appl ied 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 1 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Farrowing-Weanling Lagoon Sludge-Standard
Corn 120 bu I50 14.69 106.21 212.41 318.62
Hay 6 ton R.Y.E. 300 29.38 53.10 106.21 159.3 i
Soybean 40 bu 160 15.67 99.57 199.13 298.70
-- ----------- ------------------- - -- -- -1411)
908421 Database Version 4.1 Date Printed: 03-21-2017 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Avail )Vaste Storage Cagacity
Source Name Swine Farrowing-Weanling Lagoon Liquid Design Storage Capacity(Days
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 165
1 2 180
1 3 180
1 4 180
1 5 180
1 6 180
l 7 180
1 8 180
1 9 180
1 10 180
1 11 180
1 12 172
*Available Storage Capacity is calculated as of the end of each month.
908421 Database Version 4.1 Date Printed: 03-21-2017 Capacity 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).
---- -- - - --- --- -----
908421 Database Version 4.1 Date Printed: 3/21/2017 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
908421 Database Version 4.1 Date Printed:3/21/2017 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge,,pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre-plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
----------------------- -- .
908421 Database Version 4.1 Date Printed:3/21/2017 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate-determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5)years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
----- -----------------
- - - -
908421 Database Version 4.1 Date Printed: 3/21/2017 Specification Page 4

Crop Notes j
The following crop note applies to field(s): 13, 19,21,26,27, SUB-1, SUB-2
Small Grain: CP,Mineral Soil, low-leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30;and rye from
October 15-November 20. For barley,plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep.Adequate depth control is
essential. Review the NCSU Official Variety"green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 30 lbs/acre N at 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): 12, 14, 15, 16, 17, 18,20,22,23,24,25,28,29,CP I, SUB-4
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): SUB-3
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.
----- - ----------
908421 Database Version 4.1 Date Printed: 03-21-2017 Crop Note Page 1 of 3

The following crop note applies to field(s): 13, 19,21,26,27, SUB-1, SUB-2
Bermudagrass CP,Mineral Soil,Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly,so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 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.
The following crop note applies to field(s): 12, 14, 15, 16, 17, 18,20, 22,23,24,25,28,29,CP I, SUB-4
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 I"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows,spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
Ib/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.
------ ---- - -- - - --- - -- - - -- - ---- ---- - -- g
908421 Database Version 4.1 Date Printed: 03-21-2017 Crop Note Page 2 of 3

The following crop note applies to field(s): SUB-3
Bermudagrass CP,Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows,spaced 2' to 3' in the row.Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly,so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 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.
908421 Database Version 4.1 Date Printed: 03-21-2017 Crop Note Page 3 of 3

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CAROLINA BAY FARMS - 4000 SOWS FARROW TO WEAN
STATE ROAD # 1340 - BRUNSWICK COUTNY
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DIRECTIONS: FROM WHTTEVILLE, TAKE HIGHWAY # 130 SOUTH. AT
NEW BRITAIN, TURN LEFT ONTO STATE ROAD # 1326 . AT STOP SIGN, TURN
LEFT AND TURN IMMEDIATELY RIGHT ONTO STATE ROUTE #1336 . • FARM IS
TWO MILES PAST EXUM ON STATE ROUTE #1340 ON RIGHT.
MAILING ADDRESS: SHIPPING ADDRESS:
MILTON WARD MILTON WARD
RT 1 BOX 184 STATE ROAD # 1340
CLARENDON, NC 28432 ASH, NC 28420
HOME TELEPHONE: (910) 653-3978
WORK TELEPHONE: (704) 359-3711
BROWN'S OF CAROLINA.INC.
303 EAST COLLEGE STREET • P.O.BOX 487 - WARSAW.N C.28398.0487 • OFFICE: [phone] • FAX:[phone]

3
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.lerator:Carolina Bay Farm County Brunswick Date: 07/08/94
Distance to nearest residence (ot er than owner) : 2000. 0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. 0 lbs
head (finishing only) x 135 lbs. 0 lbs
4000 sows (farrow to wean) x 433 lbs. - 1732000 lbs
0 head (wean to feeder) x 30 lbs. - 0 lbs
Describe other : 0
Total Average Live Weight = 1732000 lbs
2. MINIMUM REQUIRED TREATMENT VOjaUmE OF LAGOON
Volume = 1732000 lbs. W x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 1732000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACC CATION
Volume = 0. 0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet) -------------------- 900. 0 Z
Inside top width,
(feet) - -------------------- 365. 0
Top of dike elevation (feet) ----------------- 46.2
Bottom of lagoon elevati (feet) ------------ 36.2
Freeboard (feet) ---------I-------------------- 1. 0
Side slopes (inside lagoon) ------------------ 3 . 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SID 1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3 .0 3. 0 3 .0 894. 0 359. 0 .9. 0
AREA OF TOP
LENGTH * WIDTH =
894.0 359.0 320946 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
840.0 305.0 256200 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
867.0 332 .0 1151376 (AREA OF MIDSECTION * 4)
CU. FT. = (AREA TOP + (4* EA MIDSECTION) + AREA BOTTOM * DEPTH 6
320946.0 ********* /
256200.0 1.5

3
Total Designed Volume Available = 2592783 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA;
Lagoon (top of dike)
Length * Width =
900.0 365.0 328500. 0 square feet
Buildings (roof and lotwater)
0. 0 square feet Describe this area.
TOTAL DA 328500. 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 = 1732000 lbs. AL /135 lbs. ALW * 1.37 gal/day 180 days
Volume = 3163787 gals. 0 422966.1 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons day * 180 days storage/7.48 gallons
Volume = 0.0 cubic f et per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when r infall exceeds evaporation by largest amount.
180 days excess rain all - 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 191625.0 cubic f et

5D. Volume of 25 year - 24 hour torm
Volume = 8. 0 inches / 12 inches per foot * DA
Volume = 219000.0 cubic eet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 4229 6 cubic feet
5B• 0 cubic feet
5C. 191625 cubic feet
5D. 2190 0 cubic feet
TOTAL 833591 cubic feet
6. SUMMARy
Temporary storage period 180 days
Rainfall in excess of eva oration=====---____> 7. 0
25 year - 24 hour inches
rainfall======-___=_______> 8,0 inches
Freeboard =====--= — _=_=_ ____ _ _ => 1. 0 feet
Side slopes==-=========- --=--=--- -_ _____--
Inside top len _=__=_ _ - __ _ > 0 1
gth=====___ - _-- -- -._==_ _> 900.0 feet
Inside top width M=__=_ -----__�--___ _ _> 365.0 feet
------------
Top of dike elevation==== _N=�=___ =M-=> 46 2 feet
Bottom of lagoon elevatio --==_—=____=_-
Total required ___`______= _-__-> 5591 feet
volume=-- 2565591 cu. ft. *
Actual design volume==__ ____ _ _ => 2592783 cu.
ft.
Seasonal high watertable levation (SHWT)===> 41.0 feet
Stop pumping elev.=---=--—=----=----=======>
Must be > _ ^_- __ �' �' =4 2. .feet
or to the S elev.---=.____
=_> 41.0 feet
Must be > or = to min. eq, treatment el.=> 42.2 feet
Required minimum treatment volume===========> 1732000 cu. ft.
Volume at stop pumping el vation===========> 1753396 cu. ft.
Start pumping elev.______ ______________ _> 44.
Must be at bottom of fr eboard & 25� r. rain 5 eet
Actual volume less 25 yr. 24 hr. rainfall==> 2373783 cu. ft.
Volume at start pumping a evation===========> 2369959 cu. ft.
Required volume to be pum ed==============_> 614591 cu.u• ft.
Actual volume planned to
pumped======____> 616563 cu. ft. *

Min. th kness of soil 1 ner when required--> 1.5 feet
7. DESIGNED 8Y••
• APPROVED BY: ��•�� CAR
• r
DAT DATE: ��•yA•��FESSfp�%�o°a� �0�1
NOTE. SEE ATTACHED WASTE UTILIZATION PLAN t o 1641
•
•• 'o c►'y
COMMENTS: 'GINlee
• P .
UNI
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—7 « 74-

OPERATION AND MAINTENANCE PLAN SHEET 1 OF 2
----------- ------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary st rage. The time required for the planned
fluid level (permanent and t mporary storage) to be reached may vary
due to site conditions, weat er, flushing operations, and the amount
of fresh water added to the ystem.
The designed temporary stora a consists of 180 days storage for:
(1) waste from animals and ( ) excess rainfall after evaporation. Also
included is storage for the 5 year - 24 hour storm for the location.
The volume of waste generate from a given number of animals will be
fairly constant throughout t e 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 availa le.
A maximum elevation is deteri ained in each design to begin
pumping and this is usually the outlet invert of Pipe(s) from
building(s) . If the outlet p pe is not installed at the elevation to
begin pumping, a permanent m rker must be installed at this elevation
to indicate when pumping sho ld 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
i
weather, soils, crop, and equipment n order to apply waste without
runoff or leaching.
Land application of waste water is recognized
method of disposal. g d as an acceptable
P 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 recommend that that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excess '
ve ng
start-up. Pre-charging reducesthe concentration oofrthe 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 p MP out of the lagoon when fluid level
reaches the elevation 44.5 s marked by permanent marker. Stop pum -
out when the fluid level reaches elevation 42.5 p
storage, less 25 yr- 24 hr storm, contains 614591 cubic lfeet morrary
4597142 gallons.

SHEET 2 OF 2
4. The recommended maximum mount 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.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------- ----------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the 1 goon embankment and building pad shall be
cleared of trees, logs, stum s, roots, brush, boulders,sod and rubbish.
Satisfactory disposition wil be made of all debris. The topsoil from
the lagoon and pad area show d be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and buildi gpad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
----------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
inches nches in diameter, and of er objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreadin equipment or standard tampingroller or other e g
Compaction will be considered ade equivalent method.
to consolidate to the point t at settlement isl not
material is observed
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERSaIN1THEeLINER e.
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impe vious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or m re fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIR
------ ------------------ D THICKNESS SHALL BE 1. 5 ft.
------------------------------
NOTE: LINERS (PARTIAL OR FULL ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDIC TES OR WHEN UNSUITABLE MATERIAL IS

ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable ma�:erial are encountered, they will be.over-
excavated below finish grad to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with SCS approved material ie - CL SC ) '
REFER TO THE SOILS INVESTIG T (
ION INFORMATION IN THE PLANS FOR SPECIAL
CIAL
SHEET 2 OF 2
Soil liner material shall cone from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to tha moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the line . The moisture content of the liner
material shall not be less t an optimum water content during lac The maximum water content re ates to the soil material being too placement.
for efficient use of hauling equipment and proper compaction. Pro er
compaction of the liner includes placement in 9 inch lifts and p
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material When smooth or hard, the previous lift
shall be scarified and Moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability is
a clay liner, other than the type of clay used for the
liner, s the efficient construction processing of the comp acted
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure t niformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissi ator ro
or using flexible outlets on waste pipes. P ( cks)
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Constructi n Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross sect on in the plans,
cutoff trench shall be determined b observation
The final depth of the
materials. y ion of the foundation

VEGETATION:
-----------
All exposed embankment and other bare constructed areas shall be. seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommeleriod
ded permanent vegetation is out of season
dates for seeding. Perm anenvegetation should be established as soon
as possible during the next of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
--------------------------------
When tile drains are encountered, the tile will be removed to a minimum
Of 10 feet beyond the outsid toe of slope of the dike. The tile
trench shall be backfilled arid compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
---------------------
AREA TO BE SEEDED: 10.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
600.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DA ES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLAF BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
80.0 LBS. HULLED CO ON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FO MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED C MMON BERMUDA GRASS AT 10 LBS. /ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
400.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DA ES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
10000.0 LBS. OF 10-10-112 FERTILIZER (1000 LBS. /ACRE)
20.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
1000.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
I. PENSACOLA BAHIAGRASS S SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN SING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON B RMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS E TABLISHED.

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o wep:�
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NAIL
--------------
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SEE NOTE 3
�V Sc� d
0Q , Eigv SEE NOTE 2
w(s. 2-
-. 4G 2
4S, 2
I
W—EXE—= lr ��--.__— _ -- - �_
FILL = PAD 47,92 G CY M
CORE TRENCH
DIKE 66SG CY SEE SOIL SHEET
3�•2 /5 Z FOR DEPTH
+ 10% 5 4f58
NOTES: SITE CONDITION NOTES
TOTAL: S9,1W CY 1) ALL WEAK MATERIAL TO BE OVERCUT coed. !,6 -1e 4
AND BACKFILLED AND COMPACTED. ecru
THICKNESS OF LINER DEPENDS ON OVERALL �,'ii e>F d c-
DEPTH. LINER FOR THIS LAGOON TO BE S 4,
COMPUTATIONS BY: ds/Kc �4_ Tyr. 5 Gi�f�c
2) DIKE BEHIND BLDGS TO BE MIN. 0.5'
boots& EN.0 ea >` /A Llnw&k HIGHER THAN OTHER PLANNED ELEV.
� �/e�foiCr ,
ys1NE' '49V6 3) WALK AND LOADING AREA TO BE BUILT 1.5' ABOVE LOW R70.+/ A •� hw� G. 4a7�+
END PADS. BUILD 6' WIDE CONTIN., 7' FROM REAR OF BLDGS;
FILL TO BLDGS BEFORE EOUI COVES OUT (WORK TO BE i"vi ew C0,04- sp, c. , _r
COORDINATED W/ BLDG CON .-ORS). Ii/o3C�y

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U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR MS
Landc wner �, ' ,Q A � �� � '
. County lyvs cJic��
Commt ni ty or Group* No." Conservatf on Plan No.
Estimated Depth of Water to Top of D Ft. Length of Flood Pool F4z) Ft.
Date of Field Hazard Investigation
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
sf. -Elev. :Est. Elevation
' t . Kind of :Improvements: of Breach
Read : Length: Width: Slope: Land. Us Improvements : Above :Floodwater Above
Flood Plain: Flood Pl.ain
Ft. Ft. t. Ft.
2
3 •
Describe potential for loss of life and damage to existing or probable futur downstream
improvements from a sudden breach o Ors d G,
did.. S T� lJCTr�!��.S ,�/'��i .b is �10z' �+" a'S v�v���l��.
A^J- &,eedseal
Hazar Classification of Dam6, b, c) (see NEM--Part 520.21)
cjff'6CW
-Banc C assification (I, II, III, IV
r B ,
y Date
na (title)
Concurred By yP „ ,�, ;, Date 7- Y -9�
nam tit e
NOTE: 1. Instructions on revere side.
2. Attach additional sheets as needed.

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Emergency Action Plan
This plan will be implemented in the event that wastes from your operations 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 available to all employees at the facility, as accidents, leaks, and breaks can happen at any
time.
1) Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to problems are listed below:
a) Lagoon overflow:
• add soil to the berm to increase the elevation of the dam
• pump wastes to fields at an acceptable rate
• stop all additional flow to the lagoon (waterers)
• call a pumping contractor
• make sure no surface water is entering the lagoon
Note: These activities should be started when your lagoon level has exceeded the temporary storage level.
b) Runoff from waste application field:
• immediately stop waste application
• create a temporary diversion or berm to contain the waste on the field
• incorporate waste to reduce further runoff
c) Leaking from the waste distribution system:
• pipes and sprinklers:
* stop recycle (flushing system) pump
stop irrigation pump .
30 close valves to eliminate further discharge
rJ separate pipes to create an air gap and stop flow
• flush system, houses, solids separators:
stop recycle (flushing system) pump
Z stop irrigation pump
03 make sure no siphon effect has been created
separate pipes to create an air cap and stop flow
d) Leakage from base or sidewall of the lagoon. Often these are seepage as opposed to flowing
leaks:
• dig a small well or ditch to catch all seepage, put in a submersible pump, and pump back
into the lagoon

• if holes are caused by burrowing animals, trap or remove animals
('17 and fill holes and compact with a clay type soil.
• other holes may be likewise temporarily plugged with clay soil.
!Vote: For permanent repair measures, lagoon problems require the
consultation of an individual experienced in their design and installation.
2) Assess the extent of the spill and note any obvious damages.
a) Did the waste reach any surface waters?
b) Approximately how much was released and for what duration?
c) Any damage noted, such as employee injury, fish kills, or property damage?
3) Contact appropriate agencies.
a) During normal business hours, call your DWQ regional office: 910/395-3900 . after
hours, emergency number. 1/800-662-7956, Your phone call should in your
name, facility, telephone number, the details of the incident, the exact location of the
facility, and the location or direction of movement.of the spill, weather and wind
conditions, what corrective measures have been taken, and the seriousness of the situation.
b) If the spill leaves the property or enters surface waters, call the local EMS:
640-6610
c) Instruct EMS to contact the local Health Department: 6 4 0-6 6 17
d) Contact CES: 6 4 0-6 6 0 6
local MRCS office: 6 4 2-2 3 4 8
and your integrator:
4) Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems with
release of wastes from happening again.
5) Contact contract pumping and/or irrigation equipment companies:
a)
b)
c)
6) Contact dirt moving and/or heavy equipment companies:
a)
b)

Swine Farm Waste Management Odor Control Checklist
Source w - _- Cause -�� -I3M1's to Mit►inlizc ()cl►►r--�-�—� Site S1►ccific Practices
Storage tank or • Partial microbial 0 Bottum or midlevel loading
basin surfacc decomposition O 'Tank covers
• Mixing while filling
O Basin surface mats of solids
• Agitation when emptying
O i'rovcn biological additives or oxidants
Settling basin i'artial microbial O Isxtend drainpipe outlets underneath liquid level
surface decomposition O Remove settled solids regularly
Mixing wliile.�lliiig g y
• Agitation when ernptyirig
Manure, slurry, or • Agitation when spreading O Soil irijectic►ii of slurry/sludges
sludge spreader • Volatile gas emissions O Wash residual manureTrom spreader alter use
outlets
O Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions while O Soil injection of slurry/sludges
slurry,or sludge on drying ❑- Soil incorporation within 48 hours
held surfaces
O Spread in thin uniform layers for- rapid drying
O Proven biological additives or oxidants
Dead animals • Carcass decomposition &EriTroper disposition of carcasses
Dead animal • Carcass decomposition O Complete covering ()f carcasses in burial pits
disposal Arts C7 Proper local ion/cotrstructioil pits
I I
incinerators • incomplete combustion O Secondary stack burners
Standing water • Improper drainage (trade aml landscape such that walrr clr:�ins :rtvay
around facilities . Microbial dcxomposilioii of Froill iacilities
organic matter

Swine Farm Waste Management Odor Control Checklist
Source Cause BMI s In Minimize Odor Site Specific Practices
Farmstead • Swine production O Vegetative or wooded buffers
,A' Recommended best management practices
mod judgment and common sense
Animal body • Dirty manure-covered —Ifr-UrY floors
surfaces animals
Floor surfaces • Wet manure-covered floors 00"'Slotted floors
Waterers located over slotted floors
O Feeders at high end of solid floors
O Scrape manure buildup.from floors
O Underfloor ventilation for drying
Manure collection • Urine -requent manure removal by (lush, pit recharge,
pits . Partial microbial or scrape
decomposition O Underfloor ventilation
Ventilation exhaust • Volatile gases Erl-,all i»aintenance
fags • Dust 00'If?fficien( air movement
Indoor surfaces • Dust Washdown between groups of annuals
O Feed additives
O Feeder covers
O Deed deliverl,downspout extenders to fccder
covers
Flush tanks • Agitation of recycled lagoon O I�lush tank covers
liquid while tanks are filling Q Extend (ill lines to near bottom of tanks with
anti-siphon vents

i
Swine Farm Waste Management Odor Control Checklist
Source ('.ruse IIM1's to Minimize Odor Site Specific Practices
Flush alleys • Agitation during wastewater O Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon O atenct recharge lines to near bottom of-Mils with
liquid while pits are filling anli-siphon vents
Lift stations • Agitation during surnp tank O Strriip tank covers
filling and drawdown
Outside drain • Agitation during wastewater O Box covers
collection or conveyance
junction boxes
I:nd of drainpipes Agitation during wastewater 0 Extend discharge point of pipes underneath
nt lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions 'roper lagoon liquid capacity
• Biological mixing 0--Correct lagoon startup procedures
• Agitation F30�Mininium surface area-to-volume ratio
,zo,Minirnum agitation when pumping
O Mechanical aeration
0 Proven 01'01ogical additives
Irrigation sprinkler • 1 ligh pressure agitation QIrrigale on dry days with little or no wind
nozzles . Wind drill E!' MinimUrn recommended operating pressure
a-1111"ump intake near lagoon liquid surface
13 Pump fror» second-stage lagoon

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices Manure tracked onto • Poorly maintained access arl,arin access road ilia iI)tenance
public roads from roads
farin access
Additional Information:
Swine Manure Management; .0200 Rule/BMP Packet Available groin:
Swine Production i�arm Potential Odor Sources and Remedies; EIBAC? fact Sliest NCS County Lxlension Center
NCSiJ--.13n1:
Swipe Production facility Manure; Management: Pit Rechai e----Lagoon Trealineiit• FBA1� 128-88
Swine Production Facility Manure Management: Underfloor Flush—Lagoon'Frealment; E13AE 129-88 NC.SU`13n1:
Lagoon Design and Management for Livestock Mantire Treatinent and Storage; EBAE 103-83 Nt:;SU I3AL
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NC SU-13nL
Controlling Odors from Swine Buildings; I'1I1-33 NCS(J—I3Al;
Environmental Assurance Program; N1'PC Manual NCSU--Swine extension
N.C. Park Producers Assoc.
Options for Managing Odor; a report from the Swine Odor Task Force
NC.SU /lgricullural Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0107, 1995 Conference Proceedings Florida Coop eralive 1;xie iision

Insect Control Checklist for Animal Operations
Source Cause 131 IPS to Coutl•ol Insects Site Specific I'r:ietices
Liquid systems
Flush gutters • Accumulation of solids Wtlilsh system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed
Cl Remove bridging of accum►►late;d solids at
discharge
Lagoons and pits • Crusted solids aintain lagoons, settling basins and Fits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more; than 6 to K inches
ov more than 30 perdent ol•surface
C:xcessive vegetative • Decaying vegetation Maintain vegetative control along bunks of
growth lagoons and other impoundments to prevent
accumulation of ele saying vege;tat►ve matter along
wate:r's e:cigC on impotuldinent's perimeter.
Dry Systems
Feeders • reed spillage; Design, operate, and mainlain fleed systems
(e.g., bunkers acid troughs) to minimize ll►e
acet►►nulalion of(iccaying wastage
Clean ul) spillage on it routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)

ol
Insect Control Checklist for Animal Operations
Source - ----� Cause_--�~ - — -- - 13MI s to Control Insects - — Site Specific i'racHces
Deed storage • Accumulations or feed 0 Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or
providing adecivate containment (e.g., covered bin
For brewer's grain and similar high moisture grain
produc(s)
0 Inspect fur and remove or break up accumulated
solids in filler strips around tied storage as needed
Animal holding • Accumulations of animal i�liminrrtc low areas that trap moisture along lances
areas wastes and Iced wastage and other locations where waste; accumulates and
disturbance by animals is minimal
0 Maintain fence rows and filter strips around animal
bolding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure • Accumulations of animal 0 itemove spillage on a routine basis (e.g., —
handling systems wastes 7- to I0-clay interval during summer; 15- to 30-day
interval during winter) where manure is loaded I61-
land applicalion or disposal
0 Provide Cor•adequate drainage around manure
stockpiles
0 Inspect for'and remove or break up accumulated
wastes in filter strips around stockpiles and nIamrre
handling areas as nectled
For more informafion contact:
Cooperative l.Exlension Service, Deparlment of l"Intomology, i3ox 7613, North Carolina State University, Raleigh, NC 27695-761 i.

Mortality ylanagement Nlethods
(check which mechod(s) are bzin� implemented)
`i Burial three Fee: beneath the surface or the ground within hours ace;
&nowtedge or the death. The burial must be ac least �00 feet trorn any �iowin
scream or pubiic bod or water.
Rendering at a rendering plant licensed under G.S. 106-163."
•,:.i Complete incineration
in the case or dead poultry only, placing in a,disposal pit of a size and desi?n
approved by the Deparu-nenc or agriculture
Q Any method which in ch% professional opinion of the State Ve:erinarian would
make possible the salvage of part or a dead animal's value without endangering
human or animal health. (Wriccen aoproval of the State Vete:inartan must be
attached)
OWN
December 13. 1°96

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.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete Incineration according to 02 NCAC 52C.0102.
Q A composting system approved and permitted by-the NC Department of Agriculture&Con-
sumer Services Veterinary Division(attach copy of permit). if compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
a In the case of dead poultry only,placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
Q Any method which,in the professional opinioniof the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
F-1 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 emporary rocedures or measures for disposal according to G.S. 106-399.4.
Signature o F ner/ anager Date
gnatu a of T is Specialist Date

OPERATION & MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially important to
manage levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop
is dormant such as wintertime for bermudagrass or when there are extended rainy spells such as
the thunderstorm season in the summertime. This means that at the first signs of plant growth in
the later winter/early spring,irrigation according to a farm waste management plan should be
done whenever the land is dry enough to receive lagoon liquid. This will make storage space
available in the lagoon for future wet periods. In the late summer/early fall the lagoon should be
pumped down to the low marker to allow for winter storage. Every effort should be made to
maintain the lagoon close to themmimum liquid level as long as the weather and waste utilization
plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigate does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon
for any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty
action.
LAGOON MAHWENANCE
The routine maintenance of a lagoon involves the following:
✓ Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass are the
most common vegetative covers. The vegetation should be fertilized each year,if needed,
to maintain a vigorous stand. The amount of fertilizer applied should be based on a soils
test,but in the event that it is not practical to obtain a soils test each year,the lagoon
embankment and surrounding areas should be fertilized with 800 pounds per acre of
10-10-10, or equivalent.
✓ Brush and trees on the embankment must be controlled. This may be done by mowing,
spraying,grazing, chopping, or a combination of these practices. This should be done at
least once a year and possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE:Vvegetation is controlled by spraying,the herbicide must not be allowed to enter the
lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.

Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should
include, as a minimum,,the following:
✓ Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes---look for:
1 . separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
✓ Lagoon surface---look for:
1. undesirable vegetative growth
2. floating or lodged debris
✓ Embankment---look for:
1. settlement, cracking, or"jug"holes
2. side slope stability--- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong winds.
These waves can erode the lagoon side walls,thereby weakening the lagoon dam. A good stand
of vegetation will reduce the potential damage caused by wave action. If wave action causes
serious damage to a lagoon side wall,baffles in the lagoon may be used to reduce the wave
impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has any of
these features,you should call an appropriate expert-familiar with design and construction of
waste lagoons. You may need to provide a temporary fix if there is a threat of a waste discharge.
However, a permanent solution should be reviewed by the technical expert. Any digging into a
lagoon dam with heavy equipment is a serious undertaking with potentially serious consequences
and should not be conducted unless recommended by an appropriate technical expert.
Transfer Pumps--- check for proper operation of:
1 . recycling pumps
2. irrigation pumps
Check for leaks,loose fittings, and overall pump operation. An unusually loud or grinding noise,
or a large amount of vibration,may indicate that the pump is in need or repair or replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely"surprised"by equipment fadure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some safety
time should major repairs be required. Having a nearly full lagoon is not the time to think about

switching,repairing, or borrowing pumps. Probably,if your lagoon is full,your neighbors lagoon
is full also. You should consider maintaining an inventory of spare parts or pumps.
Surface water diversion features are designed to carry all surface drainage waters
(such as rainfall runoff,roof drainage,gutter outlets, and parking lot runoff)away
from your lagoon and other waste treatment or storage structures. The only water
that should be coming into your lagoon is that which comes from your flushing
(washing)system pipes and the rainfall that hits the lagoon directly. You should
inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
Identified problems should be corrected promptly. It is advisable to inspect your system during or
immediately following a heavy rain. If technical assistance is needed to determine proper
solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then record the
level again 4 to 6 hours after the rain(assumes there is no pumping). This will give you an idea of
how much your lagoon level will rise with a certain rainfall amount(you must also be recording
your rainfall for this to work). Knowing this should help in planning imgation applications and
storage. If your lagoon rises excessively,you may have an inflow problem from a surface water
diversion or there may be seepage into the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil surfaces
to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins,taking care not to erode lining or-bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible,begin loading new lagoons in the spring to maximize bacterial
establishment(due to warmer weather).

5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color,lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon,the better the lagoon will
function. Flush systems that wash waste into the lagoon several times daily are optimum for
treatment. Pit recharge systems, in which one or more buildings are drained and recharged each
day, also work well.
Practice water conservation--- 'minimize building water usage and spillage from
leaking waterers,broken pipes and wash down through proper maintenance and
water conservation.
feed wastage and spillage by keeping feeders adjusted. This will reduce
the amount of solids entering the lagoon
Management:
✓ Maintain lagoon liquid level between the permanent storage level and the full temporary
storage level.
✓ Place visible markers or stakes on the lagoon bank to show the
minimum liquid. level and the maximum liquid lever(Figure 2- 1).
✓ Start irrigating at the earliest possible date in the spring based on nutrient requirements
and soil moisture so that temporary storage will be maximized for the summer
thunderstorm season. Similarly,irrigate in the late summer/early fall,to provide maximum
lagoon storage for the winter.
✓ The lagoon liquid level should never be closer than 1 foot to the lowest point of the dam
or embankment.

✓ Do not pump the lagoon liquid level lower that the permanent storage level unless you are
rI removing sludge.
✓ Locate float pump intakes approximately 18 inches underneath the liquid surface and as
far away from the drainpipe inlets as possible.
✓ Prevent additions of bedding materials,long-stemmed forage or vegetation,molded feed,
plastic syringes, or other foreign materials into the lagoon.
✓ Frequently remove solids from catch basins at end of confinement houses or wherever they
are installed.
✓ Maintain strict vegetation,rodent, and varmint control near lagoon edges. Do not allow
trees or large bushes to grow on lagoon dam or embankment.
✓ Remove sludge from the lagoon either when the sludge storage capacity is full or before it
fills 50 percent of the permanent storage volume.
✓ If animal production is to be terminated,the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
• proper lagoon sizing,
• mechanical solids separation of flushed waste, gravity settling of flushed waste solids in an
appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• fEre a custom applicator.
• Mix the sludge and lagoon liquid with a chopper-agitator impeller pump through
large-bore sprinkler irrigation system onto nearby cropland;and soil incorporate.

• Dewater the upper part of lagoon by irrigation onto nearby cropland or forage land;mix
remaining sludge;pump into liquid sludge applicator;haul and spread onto cropland or
forage land;and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forage land;
dredge sludge from lagoon with drag line or sludge barge;berm an area beside lagoon to
receive the sludge so that liquids can drain back into lagoon;allow sludge to dewater;haul
and spread with manure spreader onto cropland or forage land;and soil incorporate.
Regardless of the method,you must have the sludge material analyzed for waste constituents just
as you would your lagoon water. The sludge will contain different nutrient and metal values from
the liquid. The application of the sludge to fields will be limited by these nutrients as well as any
previous waste applications to that field and crop requirement.
When removing sludge,you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag-line operator will ensure that the lagoon liner remains intact. If
you see soil material or the synthetic liner material being disturbed,you should stop the activity
immediately and not resume until you are sure that the sludge can be removed without liner injury.
If the liner is damaged it must be repaired as soon as possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content than
liquid. Because of this it should probably be applied to land with low phosphorus and metal
levels, as indicated by a soil test, and incorporated to reduce the chance of erosion. Note that if
the sludge is applied to fields with very high soil-test phosphorus, it should be applied only at
rates equal to the crop removal of phosphorus. As with other wastes, always have your lagoon
sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site. Extra
precaution should be used to observe the wind direction and other conditions which could
increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon fafiures result in the unplanned discharge of wastewater from the structure. Types of
failures include leakage through the bottom or sides, overtopping, and breach of the dam.
Assuming proper design and construction,the owner has the responsibility for ensuring structure
safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure--- an example is the placement of a pipe in
the dam without proper design and construction. (Consult an expert in lagoon
design before placing any pipes in dams.)
Lagoon liquid levels---high levels are a safety risk.

Failure to inspect and maintain the dam.
Excess surface water flowing into the lagoon.
Liner integrity---protect from inlet pipe scouring, damage during- sludge
removal, or rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam,the moving water will soon cause
gullies to form in the dam. Once this damage starts,it can quickly cause a large discharge of
wastewater and possible dam failure.
J