090107_Application_20240328

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30,2024,the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore,all applications
must be received by the Division of Water Resources by no later than April 3,2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
L Certificate Of Coverage Number: AWS090107
2. Facility Name: Turnbull Comj2anv Farms LLC
3. Permittee's Name(same as on the Waste Management Plan): W Robert Livin stop
4. Permittee's Mailing Address: 2019 Dowd Dairy Rd
City: White Oak State: NC Zip: 28399-9783
Telephone Number: 910-866-5297 Ext. E-mail: boblivinp_intrstar.net
5• Facility's Physical Address: 1901gum Shaw Rd
City: White Oak State: NC
Zip: 28399
6. County where Facility is located: BIaden
7. Farm Manager's Name(if different from Landowner):
8. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): W Robert Livingston Phone No.: 910-866-5395 OIC#: 16953
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 2.400
Operation Ty es:
Swine Cattle Dry Poultr Other Tvaes
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other
Layers

13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area 'Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
09-107-1 Lagoon 12/21/1996 Full,clay 925,904.00 100,240.00 26.00
09-107-2 Lagoon 12/21/1996 Full,clay 718,416.00 76,175.00 26.00
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.1OC(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2.A site map/schematic
3.Emergency Action Plan
4.Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6.Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7.Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,solids separators,sludge drying system,waste transfers,etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
.included,this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, 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.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation):
Name(Print): 1/� { 12"1 j t�.t C 7 V1�:i i�.a. ia,tit G I?Signature: In dl"'0'4�_ -L" Date: Z c 2- , 2+
Name(Print): Title:
Signature: Date:
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636

r
Nutrient Management Plan For Animal Waste Utilization
09-26-2013
This plan has been prepared for: This plan has been developed by:
Turnbull Company Farms Robert Dean Morris
Livingston Robert Bladen SWCD
122 Powell Melvin Center
Agriculture Center
White Oak, NC Elizabethtown, NC 28337
(910) r 62-3179 Ext.
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we)understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
r �
Signature(owner) Date
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: 4' - L
TetImical Specialist Signature Date
-----------------------------------
-----------------------------------------
324406 Database Version 4.1 Date Printed: 09-26-2013 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S9 Swine Farrowing-Weanling Lagoon Liquid waste generated 7,687,200 gals/year by a
2,400 animal Swine Farrowing-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 9238
Incorporated 11085
Injected 11085
Irrigated 9238
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied (lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 1 9,238 23703 -14,465 19,724,540 -12,037,340
---------------------------------------------------
--------------
ote: 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.
324406 Database Version 4.1 Date Printed: 09-26-2013 Source Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Total so le Leaching
Tract Field Acres Awes Index(LI) Soil Series Crop Sequence RYE
2405 Hill 2.81 2.87 N/A Wagram H brid Bemiudagrass Ha 5.5 Tons
Small Grain Overseed 1.0 Tons
2405 HI 12 1.21 1.21 N/A Wagram Hybrid Bermudagrass Hay 5.5 Tons
Small Grain Overseed 1.0 Tons
2405 H213 4.36 4.3 N/A Waaram Hybrid Bermudagrass Hay 5.5 Tons
Small Grain Overseed 1.0 Tons
2405 H214 1.66 1.66 N/A Wa m Hybrid Bermudagrass.Hay 5.5 Tons
Small Grain Overseed 1.0 Tons
2405 H310 5.8S 5.8 N/A Norfolk Soybeans,Manured,Double C 35 bu.
Wheat,Grain 60 bu.
2405 H311 1.31 1.31 N/A Norfolk Soybeans,Manured,Double Crop 35 bu.
Wheat,Grain 60 bu.
2405 H312 2.15 2.15 N/A Kenansville Hybrid Bermudagrass Hay 5.5 Tons
Small Grain Overseed 1.0 Tons
2405 H313 3.95 3.95 N/A Roanoke Hybrid Bermudagrass Hay 3.5 Tons
Small Grain Overseed 1.0 Tons
2405 H315 3.05 3.05 N/A Roanoke Soybeans,Manured Double Crop 37 bu.
Wheat,Grain 55 bu.
2405 H316 6.09 6.09 N/A Roanoke Soybeans,Manured,Double Crop 37 bu.
Wheat,Grain 55 bu.
2405 H317 3.41 3.41 N/A Roanoke Hybrid Bermudagrass Ha 3.5 Tons
Small Grain Overseed 1.0 Tons
2405 H318 4.65 4.65 N/A Wagram Hybrid Bermudagrass Hay 5.5 Tons
Small Grain Overseed 1.0 Tons
2405 H319 5.18 5.18 N/A Wagram Hybrid Bermudagrass Hay 5.5 Tons
Small Grain Ovemeed 1.0 Tons
2405 H320 5.34 5.34 N/A Wagram Hybrid Bermudagrass Hay 5.5 Tons
Small Grain Overseed 1.0 Tons
2405 H330 3.03 3.03 N/A Roanoke Soybeans,Manured,Double Crop 37 bu.
Wheat,Grain 55 bu.
2405 H331 5.79 5.79 N/A Roanoke So beans,Manured,Double Prop
37 bu.
324406 Database Version 4.1 Date Printed 9/26/2013
PCs Page I of 2
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. Manure Liquid Solid Liquid Solid
PA Fert. (Ibs/A) PA Manu Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Reqd Applied Applied (acre) (acre) (Field)
(lbs/A) (Ibs/A) (Ibs/A) ��1d)
Source Toil Use. APPbc• APPbc• 1000 Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N 1000gal/A Tons 1000 gals tons
2405 H111 S9 Wagram 2.87 2.87 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0
0 Broad. 26 223.85 0.0 642.46 O.Ot
.87
2405 Hill S9 Wagram 2.87 2 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0
0 Broad. 50 41.61 O.Oc 119.42 0.00
2405 H112 S9 Wagram 1.21 1.21 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Broad. 269 223.85 0.041 270.86 0.0
2405 H112 S9 Wagram 1.21 1.21 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Broad. 50 41.61 0.00 50.35 0.00
2405 H213 S9 Wagram 4.36 4.36 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Broad. 269 223.85 0.00 976.00 0.00
2405 1 H213 S9 lWagram 4.36 4.36 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Broad.1 50 41.61 0.00 181.41 0.00
2405 H214 S9 Wagram 1.66 1.66 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Broad. 269 223.85 0.0t 371.601 0.00
2405 H214 S9 Wagram 1.66 1.66 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Broad. 50 41.61 0.00 69.07 0.00
2405 H310 S9 Norfolk 5.89 5.89 Soybeans,Matured,Double Crop 35 bu. 4/1-9/15 1371 00 0 Broad. 1371 114.01 0.00 671.50 0.00
2405 H310 S9 Norfolk 5.89 5.89 Wheat,Grain 60 bu. 9/1-4/30 125 0 20 Broad. 105 87.38 0.00 514.66 0.0.
2405 H311 S9 Norfolk 1.31 1.31 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 11 Broad. 137 114.01 0.00 149.35 0.00
2405 H311 S9 Norfolk 1.31 1.31 Wheat,Grain 60 bu. 9/1-4/30 125 0 20 Broad. 105 87.38 0.0 114.47 0.00
2405 H312 S9 kenansville 2.15 2.15 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Broad. 26 223.85 0.00 481.29 0.00
2405 H312 S9 kenansville 2.15 2.15 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Broad. 50 41.61 0.00 89.46 0.00
2405 H313Roanoke 3.95 3.95 Hybrid Bermudagrass Hay 3.5 Tons 3/1-9/30 152 0 0 Broad. 152 126.49 0.0( 499.63 0.0
2405 H31::L
Roanoke 3.95 3.95 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Broad. 50 41.61 0.0 164.35 0.00
324406 Database Version 4.1 Date Printed:9/26/2013 WUT Page 1 of 3

Waste Utilik _.on Table � gear 1
Nitrogen Comm Res. Manure Liquid I Solid Liquid Solid
PA Fer(. (Ibs/A) PA ManurcA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Reqd Applied Applied (acre) (ate) (Fief (Field)
pbs/A) pbs/A) pbs/A) (FHB)
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
2405 H315 S9 Roanoke 3.05 3.05 Soybeans,Manured,Double Crop 37 bu. 4/1-9/15 143 0 0 Broad. 143 119.00 0.00 362.95 0.00
2405 H315 S9 Roanoke 3.05 3.05 Wheat,Grain 55 bu. 9/1-4/30 106 0 20 Broad. 86 71.57 0.00 218.28 0.00
2405 H316 S9 Roanoke 6.09 6.09 Soybeans,Manured,Double Crop 37 bu. 4/1-9/15 143 0 0 Broad. 143 119.00 0.0 724.71 0.00
2405 H316 S9 oanoke 6.09 6.09 Wheat,Grain 55 bu. 9/1-4/30 106 0
20 Broad. 8 71.57 0.00 435.84 0.00
2405 H317 S9 Roanoke 3.41 3.41 Hybrid Bermudagrass Hay 3.5 Tons 3/1-9/30 152 0 0 Broad. 152 126.49 0.00 431.33 0.0
2405 H317 S9 Roanoke 3.41 3.41 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Broad. 5( 41.61 0.00 141.89 0.0
2405 H318 S9 Wagram 4.65 4.65 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Broad. 26 223.85 0.00 1,040.92 0.00
2405 H318 S9 Wagram 4.65 4.65 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0
0 Broad. 5 41.61 0.0 193.48 0.00
2405 H319 S9 Wagram 5.18 5.18 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Broad. 269 223.85 0.0 1,159.56 0.00
2405 H319 S9 Wagram 5.18 5.18 Small Grain Overseed L0 Tons 10/1-3/31 50 0
0 Broad. 50 41.61 0.00 215.53 0.00
2405 H320 S9 Wagram 5.34 5.34 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Broad. 26 223.85 0.00 1,195.38 0.00
2405 H320 S9 agram 5.34 5.34 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0
0 Broad. 5 41.61 0.00 222.19 0.0
2405 H330 S9 Roanoke 3.03 3.03 Soybeans,Manured,Double Crop 37 bu. 4/1-9/15 143 0 0 Broad. 143 119.00 0. 360.57 0.00
2405 H330 S9 Roanoke 3.03 3.03 Wheat,Grain 55 bu. 9/1-4/30 106 0 20 Broad. 8 71.57 0.00 216.85 0.00
2405 H331 S9 Roanoke 5.79 5.79 Soybeans,Manured,Double Crop 37 bu. 4/1-9/15 143 0 0 Broad. 143 119.00 0.00 689.01 0.00
2405 H331 S9 Roanoke 5.79 5.79 Wheat,Grain 55 bu. 9/1-4/30 106 0 20 Broad. 86 71.57 0.0 414.37 p.p
2405 H332 S9 oanoke 6.14 6.14 Soybeans,Manured,Double Crop 37 bu. 4/1-9/15 143 0 0 Broad. 143 119.00 0.00 730.66 0.0
2405 H332 S9 Roanoke 6.14 6.14 Wheat,Grain 55 bu. 911-4/30 106 0 20 Broad. 8 71.57 0.04 439.42 0.00
2405 H333 S9 Roanoke 4.26 4.26 Soybeans,Manured,Double Crop 37 bu. 4/1-9/15 143 0 0 Broad. 143 119.00 0.00 506.94 0.00
2405 H333 S9 Roanoke 4.26 4.26 Wheat,Grain 55 bu. 9/1-4/30 1 106 0 20 Broad. 86 71.57 0.00 304.87 0.00
2405 H334 Soanoke 4.71 4.71 Soybeans,Manured,Double Crop 37 bu. 4/1-9/15 143 0 0 BroadE
119.00 O.Of
560.49 0.00
2405 H334 :S9JRoanoke 4.71 4.71 Wheat,Grain 55 bu. 9/1 4/30 106 0 20 Broad
71.57 0.0t 337.08 0.00
324406 Database Version 4.1 Date Printed: 9/26/2013 WUT Page 2 of 3

Waste Util'(a...on Table t
i ear 1
Nitrogen Camm Res. I Manure Liquid Solid Liquid Solid
PA Fert. Obs/A) PA Manu-A Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Rcq'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (Ibs/A) pbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
2405 H335 S9 Wahee 6.82 6.82 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 134 0 0 Broad. 134 111.51 0.00 760.50 0.00
2405 H335 S9 Wahee 6.82 6.82 Wheat,Grain 50 bu. 9/1-4/30 93 0 20 Broad. 73 60.75 0.00 414.30 0.00
2405 H337 S9 Wahee 6.14 6.14 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 134 0 0 Broad.
2405 H337 S9 Wahee 13 111.51 0.0 684.68 0.00
6.14 6.14 Wheat,Grain 50 bu. 9/1-4/30 93 0 20 Broad. 73 60.75 0.00 373.00 0.0.
2405 H339 S9 Wabee 3.161 3.16 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 134 0 0 Broad. 134 111.51 0.00 352.37 0.00
2405 H339 S9 Wahee 3.16 3.16 Wheat,Grain 50 bu. 1 9/14/30 93 0 20 Broad. 73 60.75 0.00 191.97 0.0
2405 h412 S9 Wagram 4.50 4.50 Soybeans,Manured,Double Crop 23 bu. 4/1-9/15 92 0 0 Broad. 92 76.56 0.00 344.52 0.00
2405 h414 S9 Wagram 2.44 2.44 Soybeans,Manured,Double Crop 23 bu. 4/1-9/15 92 0 0 Broad. 92 76.56 0.00 186.81 0.0
2405 h414 S9 Wagram 2.44 2.44 Wheat,Grain 40 bu. 9/1-4/30 93 0 20 Broad. 73 60.751 0.00 148.23 0.00
Total Applied,1000 gallons 19,724.54
Total Produced,1000 gallons 7,687.20
Balance,1000 gallons -12,037.34
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
324406 Database Version 4.1 Date Printed: 9/26/2013 WUT Page 3 of 3

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 notpossible,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 PAN Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Farrowing-Weanling Lagoon Sludge-Standard
Corn 120 bu 150 14.69 63.72 127.45
191.17
Hay 6 ton R.Y.E. 300 29.38 31.86 63.72
Soybean 40 bu 160 95.58
15.67 59.74 119.48 179.22
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324406 Database Version 4.1 Date Printed: 09-26-2013 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.
StorAgg Capacity
Source Name Swine Farrowin -Weanlin _La oon Liquid Design Storage Ca (Days)
Start Date 9/1
r180
Plan Year Month Available Storage Capacity(Days)
1 1 61
1 2 59
1 3 108
1 4 180
1 5 180
1 6 180
1 7 180
1 8 180
1- 9 180
1 10 180
1 11 180
1 12 180
*Available Storage Capacity is calculated as of the end of each month.
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324406 Database Version 4.1 Date Printed: 09-26-2013 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).
--------------------------------- __
324406 Database Version 4.1 Date Printed;9/26/2013 Specification Page 1

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.
324406 Database Version 4.1 Date Printed: 9/26/2013 Specification Pale 3

Crop Notes
The following crop note applies to field(s): H313,H317
Bermudagrass Coastal Plain,Mineral Soil,Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drinage 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(l.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): H111,H112,H213,H214,H312,H318,H319,H320
Bermudagrass Coastal Plain,Mineral Soil,Moderately Well Drained.
a Adaptation:Well-adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31.Cover sprigs 1"to 3"
deep (1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows,spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5'to 2' rows spaced V to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 1001b/ac N in
the establishment year in split applications in April and July.For established stands apply 180 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and'Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
-- ---------------------------------------------------------------------
324406 Database Version 4.1 Date Printed: 09-26-2013 Crop Note Page 1 of 5

The following crop note applies to field(s):H335,H337,H339
Wheat: Coastal Plain,Mineral Soil,low-leachable
In the Coastal Plain,wheat should be planted from October 20-November 25.Plant 22 seed/drill row foot
at 1-1 1/2" deep 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.Adequate depth control when planting the wheat 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 total N is dependent on the soil type.Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): H310,H311
Wheat: Coastal Plain,Mineral Soil,medium leachable
In the Coastal Plain,wheat should be planted from October 20-November 25.Plant 22 seed/drill row foot
at 1-1 1/2" deep 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. Adequate depth control when planting the wheat 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 report can also be applied at this time. The remaining
N should be applied during the months of February-March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): h412,h414
Wheat: Coastal Plain,Mineral Soil,medium leachable
In the Coastal Plain,wheat should be planted from October 20-November 25.Plant 22 seed/drill row foot
at 1-1 1/2"deep 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.Adequate depth control when planting the wheat 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 report can also be applied at this time. The remaining
N should be applied during the months of February-March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
324406 Database Version 4.1 Date Printed: 09-26-2013 Crop Note Page 3 of 5

The following crop note applies to field(s):H310,H311
Double-Crop Soybeans,Coastal Plain:Mineral soil,medium leachable
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling soybeans in small grain straw,it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety"green book"and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8"drills; 4-6 seed/row foot for 15"rows; 6-8 seed/row foot for 30"rows
and 8-10 seed/row foot for 36"rows.Increase the seeding rate by at least 10%for no-till planting.
Seeding depth should be 1-1 1/2"and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans.Timely management of
weeds and insects is essential for profitable double crop soybean production.
The following crop note applies to field(s):h412,h414
Double-Crop Soybeans,Coastal Plain: Mineral soil,medium leachable
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling soybeans in small grain straw,it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety"green book"and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8"drills; 4-6 seed/row foot for 15"rows; 6-8 seed/row foot for 30"rows
and 8-10 seed/row foot for 36"rows. Increase the seeding rate by at least 10%for no-till planting.
Seeding depth should be 1-1 1/2"and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However,applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
324406 Database Version 4.1 Date Printed: 09-26-2013 Crop Note Page 5 of 5

3/30/2019 ConnectGIS Feature Report
' v
1 •1
19
• - _ - -Municipal
County Boundary
Surrounding Counties
C' �• r � �r � x it -
• 4�
r3aY�/ram 3�u�� fir. '•`j' ;.i .... 1..1i`%
,y
APR 0 3 2019

EMERGENCY ACTION ]PE
�- AN .
PHONE ERS
D WQ - 5 qI, . q 3.>'.33C,0
EMERGENCY MANAGEMENT SYSTEM 911
SWCD 9 6
NRCs , -Wz=4i3�
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or leave
your property to consider that you have a problem. You should make every effort to ensure that
this does not happen. This clan should be posted in an accessible location for all emnl"ees at the
faces The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to some possible problems are listed below.
A Lagoon overflow--possible solutions are:
a- Add soil to berm to increase elevation of dam.
b. Pump waste to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
_ c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
C. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.

D. Leakage from flush systems, houses, solid separators-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
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 well or ditch to catch all seepage, put in a submersible pump, and pump
back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom as soon
as possible.
2. Assess the-extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality) regional office;
Phone_9(Q JT(o-ISqI After hours, emergency number: 9M-?� �Iyz. your phone call
should include: your name, facility, telephone number, the details of the incident from item
2 above, the exact location of the facility, the location or direction of movement of the spill,
weather and wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS Phone number 911.
c. Instruct EMS to contact local Health Department.
d. C ntact CES, phone number_ f lo-0624_�, local SWCD office phone number
�l�" and local MRCS office for advice/technical assistance phone number
10- 86 z-eT 3t.
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.

S. Contact the contractor ofyour choice to begin repair of problem to minimize off-site damage.
V
a. Contractors Name: a7 D
b. Contractors Address:
C. Contractors Phone: -b 58- 20 d
6. Contact the technical specialist who certified the lagoon (MRCS, Consulting Engineer, etc.)
.. .. a. Name: wi V 1�So,J e•�, � -C� t
,�b. Phone: 270 3
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage,repair the system, and reassess the waste management plan to keep problems with
release of wastes from happening again.

Swine Farm Waste Management Odor Control Checklist
St'tlrcw Cause 111171's to Pllnlutize Odor fanuli'leall Swine ptuduclioll Vegetative or wooded bu f-----� Silo:Specific 1'raclices
. �lecontnicndcd�bcsl mana�cnlenl practices; .
Good judguical and comnigll sense
Animal body sill filces . I)irly manure-covered animals
Dry floors
I taut sill filces . Wcl wullurc-covcrell Iluurs
Stalled Iluors;
fWufcrcrs lr calcd over slollcd floors;
,�1 l;ccdcrs III hibh cud of solid floors;
Scrape manure buildup from floors;
pits Ih'i
CI Ul"Icrfloor vemilalion for drying
tilanurc cnllcciiun • ne;
,_�- 'retJueul ullu►urc removal by flusll,pit rechurge,
• Pill-lial microbial deconlposiliorl orscrallc;
_ _ ❑ Underfloor venlilulion
Ventll.diuu esbausl Dols Vola ile gases;
_ Full olainlcntuice;
I)usl
Eff icieut air moven,cut
luduor stllf;tces Ihisl
.0oo— Wa5hdgw1l between groups of aaiollds;
Cl Deed nddilives;
173 Fceder covers;
Af Feud delivery downspooi exlenders to feeder
Flush tanks - covers
Agilaliun ofrecycied Iaggon fJ I-Itlsh lank covers; -
liquid while tanks tire Illlilig O lixiend fill lilies to tleilf bUllglll of larks Will
flush ally •s during wastewater
Cmwcya I-] Underfloor flush Will millet floor ventilation
I'il Icclttu'l;e Jluinls Agilatioll of rceycicd Iagnoli f_l I:xlcnd recharge lines to near bolluni ul'pits
litlnid While Ails are filling Willi anti-siphon vents
Lill�I:tlltln>. • Agilialml IIlIritig stung Ilttlk f=f Stilly lllltl:L'nVel'S
filling and drlwilowit
f)glsida drtlin cullecliun • Agitaliun during wastewater 0flux covers
nrJuutaiuu buxcs conveyonco
' AN10C-Houndicr 11, 1996, Pabo 3

�45nurcc cause
Gtd of clraiupipos u1 Agilalinat during waslewaler I1M1's to Mlnlnticc odor '
lagnnn lixtcnd clisclargc polnl of pgres tuulcrncallt Silt Specific 1'rarllces
Cn1lVeypllCG(, Ingoart lirjrrld Icvc)
Lul;oun surL•ices Volalilc , --�
as cutissions; Proper lagoon liquid cap;lcily:
• 111ologlcal mixing;
• Agil:rlinn Correct lagoon slartllp procedures;
Mininlum surfacc area-lo-vulunle ralie;
- �MIll irnutn agilallon whcn.purnp(ns, .
Ll Miechanlcal acralion;
hrigatiuu spriahler CI Proven binlogical udcfitivcs
Ilil,h pressorc agilaliuu; •
ancules ��Irrigale on t!ry days will little or no tvhul;
• Wind drift
P•Minintltm rccollilucudcd operating pressorc;
�1:I'runp imnkc near lagoon liquid surface;
Srilrage l;u:l: airI�:csin 0 Ihunp(rant second-croge lagoon l ucliul n►icncbial ctecnnycus(liun;swlitc� f7 Ilallarrt fir micllcvel lo;uling;
• Mixing whllu filling; —
• Agilalfrnl when cmplyllag Cl !•auk covers; '
Cl IlasIru surface mills of solids;
�Scoliug basin sucl�ice , Cl Proven biological additives or oxirlunls
Pal n,icrr,bial ticcantposiliou; l7 lWend draiup'tpc nullels undcrucuth liquid
• Mixing while filling; level;
• Aghudon When cnlplying Remove stilled solids regularly
Al:nutrc,slurry ca'sludgc . Agilaliorl whcu spreading;
spreader owlels (=1 Volatile gas emissions Soil injection of sherry/sludges;• '
CI Wash'residu;ll nlantare From spreader lifter use;
Ilucuverc::l ouuuuc� Volatile
GI Proven hioingicnl atldilives oroxhhuus
Slimy or shulge fill field drying` Ras emissions while Cl Suil injeralon of Sillrry/sludges —�
sill antes fl Soil incorporation witllin SIB hrs.; -
Cl Spread in Ihiu ttnifrtrol layers fir rapid drying;
f_] Proven blulogical nddilives nrnxicl:uus
Drat!auinurls Carcass ccuruposilion
1 roper Ills posiliau nfcarcasses
t)�;al.uniur,�l�lislcusul Carcass ccurnpusilion
piss CI Conrplcic covering of"carcasses ill burt:d pits; — �..
Cl Proper lncutiau/canslruclinn nfdispnsal pits
Incincc;�tuts • Itrcomplele cuutl,usliun
• , Cl Secnndnry slack bornc,'s
`' AM OC-Nuvculltcr 11, 1996, !huge 4

SIIIII CC Cause
Slandin6 wa11:r un,uud . - 111111's In I�lhllollze Odor •
lulpruper drainal;c; Silc 5pcdfic 1'r:1rllces
I:Icililics Qradc and landscape sucb Il it walcr drafus
• Microbiul dccotnpusltfon of away flout tacflflfcs
or9auic"nailer
Ll;ulure backed o111u !-notly nlafuluined access reads pul►li1 roads Iiont L•Irrlt faun access road nlaintcnancu .
access
_A dlih ional In furmuliml:
S'tvinc I SSSlw1vviiGnnlcea 1If'4'rnhouudlunulccrol1 1f1bnl;mI ancLicllnlylc nbll 0260 f•luulul / M Puc:cl
Available rrmnlfun Furlll 1101clltfa1011or Sources uIld IICIIIc1'roducliun 'ucilily Mill, dies; IiDAfiTact S ccl NCSII�CuureMu1111 ll llly l:i al,e
nslnn Ccnler
anoreM : cc urbc_I,uLoun I.M11n►cnt; IiUAIi 12$-$$ NCSII-IIAli
Laulloll Design"hill mallllncluclll lur Llvestoct;IMCI11lrCnffCaI111C111 All(1 Slgry,I rcallllcnl; FOAR 129-$$ NCSU-11AH .
C01i11"O lilt of Mlonrrc and Wuslewaler Application isgolpolcllt; EHACs Duct SIIceI NCSI1-IIAI:6c; PRAli Il)]-$]
Cuntrulliug Odors from Swine tlulldings; PIl1-J] NCSU-IIAH
l]IIvIrOnnlclllul Assurance Program; Nl'I'C Manual NCSIJ-FIAI?
rlpliwls for MuougluL Odor; a report front Ilse Slvinc Odor Tusk rorce NCSU-SwinC Cxlcnslull
Cn
1 Inisance ncerus in Animal lie Maltabcment:Odors and rites; 1'ItOI t17. 1995 Cunfcrenc NC Pork Ihudnccrs Assoc
e I roccedin s NCSU Agri Cunnnnnlcullons
G I�Inrfdlt CnOperlttive IixlensGm
µ;�:;:; ' AMtlG. 1•11veutber 11� IIJJb, ",,Inc 5

Insect Control Checklist for Aniinal ' / 0
Sou t'e'c Operations
Consc .
11111115, to Conll•OI Insect,
' blush hullers hl:euuudatiu Liqu(d Syslcuu S,cclflc I
o ufsnlids Site I 'r,rrlices
C1 blush syslt:nl is desiytled and Opu illed
j s11f11clenlly to rclllove acc,11111,1,11c l slllllls frlllll
Cllllcrs as dcsll;llcd.
t Q RUMOvc bridl;trlg Of al cnuntlalcd solids;,t
L�el;nuus sold fits ��--�- _ tlis�h�trLc
• Crust, (Solids
' Ivl„Illlnlll ls,gonns�sellliug basins and pile tivhe:r•u
pest breeding is altpanul to Minimize Ills
_ Ve1;e lalive 8ce:uying ve:get-.,liun crusting ofsOlids In a depth ofno more Man G-
IiAt es�ire: inches over nlnre Ihan 30%of surface.
(i1u11•Ilt 1)
Milintslin vegetalivo control aln,lg banks of
lagoons and Other imponndluc,lls In preveul
accuulul:tlioll of dceuyinl;vegelalive matter
r, I,10111;waler's edge on it1111oundn►c11I's perimeter.

9!v?
VP, Version—November 26,2018
®rtai1ty Management Methods
Indicate which method(s) will be implemented.
Whe,7 ,se/ec;i,7g multiple methods indicate a primary versus secondary option.
Metho�is o:,7er than those listed must be approved by the State Veterinarian.
Primary Secondaryo,iw!r4e Mortality
❑ "`� r""ee feet beneath the surface of the ground within 24 hours of knowled a of animal
death. i he burial must be at least 300 feet from any flowing stream or public body of water
(G•S."05-403)� The bottom of the burial pit should be at least one foot above the seasonal
o %eb,e. Attach burial location map and plan,
❑ ❑ �anu`II; at municipal solid waste facility permitted by NO DEQ under GS 1
13S -02=0.
5A NCAC
❑ Rer6e i-g at a rendering plant licensed under G,S. 106-168.7
❑ ❑� Cor^:cle`e incineration according to 02 NCAC 52C .0102.
❑ ❑ A con posting system approved and permitted by the NO Department of Agriculture&Con-
sumer Services Veterinary Division(attach copy of permit). If compost Is distributed off-farm,
add Nc—al requirements must be met and a permit is required from NO DEQ.
❑ In the case of dead poultry only, placing in a disposal pit of a size and design approved b the
NC D G.5. 106-549.epartment of Agriculture& Consumer Services y( 70).
❑ ❑ Any-ne;—od which, in the professional opinion of the State Veterinarian, would make Possible
the saivap of part of a dead animal's value without endangering human or animal health.
(Wri:'e^ aoprcvai by the State Veterinarian must be attached).
❑ Mass Mortality Plan
Mass mortally pans are required for farms covered by an NPDES permit. These plans are
also -scclrmended for all animal operations. This plan outlines farm-specific mortality man-
agerren'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
numbers of dead animals exceed normal mortality rates as specified by the State
`.`e'erin aria n.
• Bur;a! must be done in accordance with NO General Statutes and NCDA&CS Veterinary
'vision regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• '-: e 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.
Slgnatyle of Farm Owner/ anager Date
-�2;?
Signature of Technical Specialist Date

&Ir
Operator:Bob Livingston County: Bladen Date: 12/21/96
c�aSba'N i AS bch44
Has the site evaluation been completed & approved: yes
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
0 head (finishing only) x 135 .lbs. = 0 lbs
1375 sows (farrow to wean) x 433 lbs. = 595375 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : 0 lbs
Total Average Live Weight = 595375 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 398901 cubic ft (includes 0 cu. ft. add. treat. vol. )
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 101750.0 cubic feet
A
TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 560. 0
Inside top width (feet) ---------------------- 179. 0
Top of dike elevation (feet) ----------------- 44 . 00
Bottom of lagoon elevation (feet) ------------ 29.50
Freeboard (feet)----------------------------- 1. 00
Emergency spillway depth of flow(feet) ------- 0. 00
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 . 0 554 . 0 173 . 0 13.50
AREA OF TOP
LENGTH * WIDTH =
554.0 173 .0 95842 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
473 .0 92 .0 43516 (AREA OF BOTTOM)
AREA OF MIDSECTION
--, LENGTH * WIDTH * 4
513.5 132.5 272155 (AREA OF MIDSECTION * 4)
CU. FT. = (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
95842 272155 43516 2.25

Total Designed Volume Available = 925904 CU. FT

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width ) + Surface area of connecting waste facility
560. 0 179.0 0. 0
100240.0 square feet
-- Buildings (roof and lot water) or impervious area
0. 0 square feet Describe this area.
TOTAL DA 100240. 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 = 595375 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1087552 gals. or 145394 . 6 cubic feet
5B. Volume of excess water
Volume = 3991. 6 gallons/day * 180 days storage/7.48 gallons
Volume = 96053.9 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation = 0. 0 inches
180 days rainfall = 7. 6 inches
Volume = 7.6 in * DA / 12 in. per ft. = 63318 cubic feet runoff
Volume = 0.0 in * lagoon DA/12 in. /ft = 0 cubic feet evap.
Volume = 63318 cubic feet

5D. Volume of 25year 24 hour storm 7 . 0 in.
Volume of "Heavy Rain" 7.0 in.
Volume = 14.0 inches / 12 inches per foot * DA
Volume = 116947 cubic feet
Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A. 145395 cubic feet
5B. 96054 cubic feet
5C. 63318 cubic feet
5D. 116947 cubic feet
5E. 0 cubic feet
TOTAL 421713 cubic feet
6. SUMMARY
Temporary storage period==================_=> 180 days
Rainfall during wettest period of storage===> 7. 6 inches
Evaporation during storage period===========> 0.0 inches
25 year - 24 hour rainfall==================> 7. 0 inches
Heavy rain__________________________________> . 7. 0 inches
Freeboard========-=======-==================> 1. 00 feet
Side slopes_________________________________> 3 . 0 : 1
Inside top length---=______________ _> 560.0 feet
Inside top width-=-----===--------------
--- - -> 179.0 feet
Emergency spillway elevation(if planned)====> 43 . 00 feet
Top of dike elevation=======================> 44. 00 feet
Bottom of lagoon elevation==================> 29.50 feet
Top of sludge elevation=====================> 31.66 feet
Total required volume=======================> 922365 cu. ft.
Actual design volume========================> 925904 cu. ft.
Seasonal high watertable elevation (SHWT)===> 35.00 feet
Stop pumping elev.==________________________> 38.02 feet
Must be > or = to the SHWT elev.==========> 35. 00 feet

Must be > or = to min. req. treatment el.=> 35.50 feet
Min. Required treatment volume==============> 398901 cu. ft.
Volume at stop pumping elevation============> 399195 cu. ft.
Start pumping elev.===____________________> 41.74 feet
Must be at bottom of F.B. & 25 yr. rainfall & heavy rain
Act. vol. less 25 yr. and heavy rainfall====> 808958 cu. ft.
Volume at start pumping elevation===========> 808582 cu. ft.
Required volume to be pumped================> 304767 cu. ft.
Actual Volume planned to be pumped==========> 307363 cu. ft.
Min. thickness of soil liner when required==> 2 . 0 feet
7. DESIGNED BY: APPROVED BY:
DATE: DATE:
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7. DESIGNED BY: �.•
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APPROVED BY: ,�. °� ,0�NS�•
DATE: DATE:
COMMENTS
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ENGINEER'S NOTES: Engineering approval is for minimum design standards and is based on
pre-construction site and soils investigations by Brown's of Carolina, Inc. unless otherwise noted.
Brown's of Carolina technical specialist is responsible for excavation and fill calculations and for
nutrient management plan. Engineer shall be notified of any changes and/or site discrepancies found
during construction before proceeding. Brown's of Carolina is responsible for site layout, and shall
verify all required setbacks and absence of subsurface tile drains. Owner and/or Brown's of Carolina
personnel is responsible for contacting engineer for construction inspections as necessary to confirm
quality of liner materials and construction. Engineer will conduct final inspection upon notification,
and shall determine the requirements for permeability testing(quantity and location).
OTHER SITE-SPECIFIC NOTES:

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 yr - 24 hr storm for the location and a
heavy rain factor. 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 heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
pumping cycle, but this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
installed to mark the upper and lower elevations of the temporary
storage (pumping volume) . Pumping shall be done as necessary to
maintain the liquid level between these markers.
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. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume 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 41.74 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 38 . 02 '. This temporary
storage less 25 yr and heavy rain contains 307363 cubic feet or
2299077 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation and
recommended maximum application rate is shown in the waste utilization
plan. 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. Repair areas of the embankment that settle below the design settled
height or areas where cracking, sloughing, or "jug" holes develop.
8- Repair waste inlet pipes that develop cracks or separate at the
joints.
9. Remove undesirable vegetative growth and floating or lodged debris.
10. All surface runoff is to be diverted from the- lagoon to stable
outlets when not included as part of the design temporary storage.
11. After five years the waste treatment lagoon shall be checked for
sludge accumulation annually. If sludge has encroached into the
treatment volume, the sludge will be removed and applied at agronomic
rates based on analysis of the sludge. Treatment volume must have
a minimum of 4 feet of depth free of sludge at all times.
12. In December 1992, the Environmental Management Commission (EMC)
in North Carolina revised water quality regulations that address
animal operations. These rules became effective on February 1,
1993 (15A NCAC 2H .0200) . This animal operation shall be operated
within the requirements of these rules and regulations.
13. Pipes that are used for recycling effluent to use as flush water
and irrigation intakes must be placed 18 inches below the surface and
as far from the inlet discharge pipes as possible in order to provide
a cleaner effluent for flushing and to reduce odors when irrigating on
land. When these pipes are placed through the embankment, they should
be installed no more than two feet below top of embankment and not in
the highest section of fill. The pipe trench shall be compacted with
clayey material or other material as approved by an engineer.

Operator:Bob Livingston County: Bladen Date: 12/21/96
Has the site evaluation been completed & approved: yes
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
0 head (finishing only) x 135 lbs. = 0 lbs
1025 sows (farrow to wean) x 433 lbs. = 443825 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : 0 lbs
Total Average Live Weight = 443825 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 297363 cubic ft (includes 0 cu. ft. add. treat. vol. )
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 75850. 0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 275.0
Inside top width (feet) ---------------------- 277.0
Top of dike elevation (feet) ----------------- 44 . 00
Bottom of lagoon elevation (feet) ------------ 29. 56
Freeboard (feet) ----------------------------- 1. 00
Emergency spillway depth of flow(feet) ------- 0. 00
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. 0 269 . 0 271. 0 13.50
AREA OF TOP
LENGTH * WIDTH =
269. 0 271.0 72899 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
188.0 190.0 35720 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
228.5 230.5 210677 (AREA OF MIDSECTION * 4)
CU. FT. = (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
72899 210677 35720 2.25

Total Designed Volume Available = 718416 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length '* Width ) + Surface area of connecting waste facility
275.0 277.0 0. 0
76175. 0 square feet
Buildings (roof and lot water) or impervious area
0. 0 square feet Describe this area.
TOTAL DA 76175. 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 = 443825 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
Volume = 810720 gals. or 108j85. 1 cubic feet
5B. Volume of excess water
Volume = 2975.5 gallons/day * 180 days storage/7.48 gallons
Volume = 71603.8 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation = 0. 0 inches
180 days rainfall = 7 . 6 inches
Volume = 7.6 in * DA / 12 in. per ft. = 48117 cubic feet runoff
�- Volume = 0.0 in * lagoon DA/12 in. /ft = 0 cubic feet evap.
Volume = 48117 cubic feet

5D. Volume of 25year 24 hour storm 7. 0 in.
Volume of "Heavy Rain" 7. 0 in,
Volume = 14.0 inches / 12 inches per foot * DAJI
Volume = 88871 cubic feet
�,. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A. 108385 cubic feet
5B. 71604 cubic feet
5C. 48117 cubic feet
5D. 88871 cubic feet
5E. 0 cubic feet
TOTAL 316977 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall during wettest period of storage===> 7. 6 inches
Evaporation during storage period===========> 0. 0 inches Ne+
25 year - 24 hour rainfall==================> 7 . 0 inches
Heavy rain=======__________________________> 7. 0 inches
Freeboard___________________________________> 1.00 feet
Side slopes===_____________________________> 3 .0 : 1
Inside top length___________________________> 275. 0 feet
Inside top width=__________________________> 277. 0 feet
Emergency spillway elevation(if planned)====> 43.00 feet
Top of dike elevation=======================> 44. 00. feet
Bottom of lagoon elevation==================> 29.50 feet
Top of sludge elevation=====================> 31.50 feet
Total required volume=======================> 690190 cu. ft.
Actual design volume========================> 718416 cu. ft.
Seasonal high watertable elevation (SHWT)===> 35.00 feet
Stop pumping elev.__________________________> 37.67 feet
Must be > or = to the SHWT elev.==========> 35. 00 feet

Must be > or = to min. req. treatment el.=> 35. 50 feet
Min. Required treatment volume______________> 297363 cu. ft.
Volume at stop pumping elevation=====_______> 297998 cu. ft.
Start pumping elev.________-----------________> 41.74 feet
Must be at bottom of F.B. & 25 yr. rainfall & heavy rain
Act. vol. less 25 yr. and heavy rainfall====> 629545 cu. ft.
Volume at start pumping elevation=====______> 629111 cu. ft.
Required volume to be pumped________________> 228106 cu. ft.
Actual volume planned to be pumped=====_____> 255041 cu. ft.
Min. thickness of soil liner when required==> 2 . 0 feet
7. DESIGNED BY: � � APPROVED BY:
DATE: j 2-2 -54 DATE:
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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 yr - 24 hr storm for the location and a
heavy rain factor. 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 heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
pumping cycle, but this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
installed to mark the upper and lower elevations of the temporary
storage (pumping volume) . Pumping shall be done as necessary to
maintain the .liquid level between these markers.
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. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume 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 41.74 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 37 . 67 . This temporary
storage less 25 yr and heavy rain contains 255041 cubic feet or
1907710 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation and
recommended maximum application rate is shown in the waste utilization
plan. 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. Repair areas of the embankment that settle below the design settled
height or areas where cracking, sloughing, or "jug" holes develop.
8. Repair waste inlet pipes that develop cracks or separate at the
joints.
9. Remove undesirable vegetative growth and floating or lodged debris.
10. All surface runoff is to be diverted from the lagoon to stable
outlets when not included as part of the design temporary storage.
11. After five years the waste treatment lagoon shall be checked for
sludge accumulation annually. If sludge has encroached into the
treatment volume, the sludge will be removed and applied at agronomic
rates based on analysis of the sludge. Treatment volume must have
a minimum of 4 feet of depth free of sludge at all times:
12. In December 1992, the Environmental Management Commission (EMC)
in North Carolina revised water quality regulations that address
animal operations. These rules became effective on February 1,
1993 (15A NCAC 2H . 0200) . This animal operation shall be operated
within the requirements of these rules and regulations.
13. Pipes that are used for recycling effluent to use as flush water
and irrigation intakes must be placed 18 inches below the surface and
as far from the inlet discharge pipes as possible in order to provide
a cleaner effluent for flushing and to reduce odors when irrigating on
land. When these pipes are placed through the embankment, they should
be installed no more than two feet below top of embankment and not in
the highest section of fill. The pipe trench shall be compacted with
clayey material or other material as approved by an engineer.