090107_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 09-0107 Certificate Of Coverage Number: A.WS090107
2. Facility Name: Turnbull Company Farms. LLC
3. Landowner's Name (same as on the Waste Management Plan): W Robert Livingston
4. Landowner's Mailing Address: 2019 Dowd Dai; \ Rd
City: White Oak
State: NC Zip: 28399-9783
Telephone Number: 910-866-5297 Ext. E-mail: [e-mail]
5. Facility's Physical Address: 1901gum Shaw Rd
City: White Oak State: NC Zip: 28399
6. County where Facility is located: Bladen
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
Operation Types:
Swine - Farrow to Wean 2,400
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers
RECEIVEDINCS DIIIR
APR 032019
Water Quality
Regional Operations Section

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
09-107-1
J?f‘t
�
9as`yay
/6r�,z/D
26.00
09-107-2
1.j q t
��y
?It We
,17S -
26.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), sinned bv 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, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name:
Signature: kit -
6284,5r-
Name:
Signature:
Name:
Signature:
Title: Dtv
Date: 3 - )--I cI
Title:
Date:
Title:
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
09-26-2013
This plan has been prepared for:
Turnbull Company Farms
Livingston Robert
This plan has been developed by:
Robert Dean Morris
Bladen SWCD
122 Powell Melvin Center
Agriculture Center
White Oak, NC Elizabethtown, NC 28337
[phone] Ext.
/1f/ff/%1 c. V
r
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.
C1/2- 6) ) 3
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.
T
kald
i-24-4 '3
ical Specialist Signature' Date
324406 Database Version 4.1 Date Printed: 09-26-2013 Cover Page 1

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
Broadcast
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
9238
Incorporated
11085
Injected
11085
Irrigated
Year 1
Max. Avail.
PAN (lbs) *
9,238
Actual PAN
Applied (lbs)
23703
9238
PAN Surplus/
Deficit (lbs)
-14,465
Actual Volume
Applied (Gallons)
19,724,540
Volume Surplus/
Deficit (Gallons)
-12,037,340
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.
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
Tract
Field
Total Useable Leaching
Acres Acres Index (LI)
Soil Series
Crop Sequence
RYE
2405
2405
2405
2405
2405
2405
2405
2405
2405
2405
2405
2405
2405
2405
2405
2405
H111
H112
H213
H214
H310
H311
2.87 2.87 N/A
1.21 1.21 N/A
4.36 4.36 N/A
1.66 1.66 N/A
5.89 5.89 N/A
1.31 1.31 N/A
H312 2.15 2.15 N/A
H313 3.95 3.95 N/A
H315
H316
3.05
3.05 N/A
6.04 6.09 N/A
H317 3.41
H318 4.65
H319 5.18
H320 5.34
H330 3.03
H331
5.79
3.41 N/A
4.65
N/A
5.18 N/A
5.34 N/A
3.03 N/A
5.79 N/A
Wagram
Wagram
Wagram
Wagram
Norfolk
Norfolk
Kenansville
Roanoke
Roanoke
Roanoke
Roanoke
Wagram
Wagram
Wagram
Roanoke
Roanoke
324406 Database Version 4.1 Date Printed 9/26/2013
NOTE: Symbol * means user entered data.
H brid Bennudagrass Hay
Small Grain Overseed
5.5 Tons,
1.0 Tons
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Soybeans, Manured, Double Crop
Wheat, Grain
Soybeans, Manured, Double Crop
Wheat, Grain
Hybrid Bennudagrass Hay
Small Grain Overseed
Hybrid Bennudagrass Hay
Small Grain Overseed
Soybeans, Manured, Double Crop
Wheat, Grain
Soybeans, Manured, Double Crop
Wheat, Grain
Hybrid Bennudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
,Soybeans, Manured, Double Crop
Wheat, Grain
Soybeans, Manured, Double Crop
PCS Page 1 of 2
5.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
35 bu.
60 bu.
35 bu.
60 bu.
5.5 Tons
1.0 Tons
3.5 Tons
1.0 Tons
37 bu.
55 bu.
37 bu.
55 bu.
3.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
37 bu.
55 bu.
37bu.

c
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
Tract
2405
2405
2405
2405
Source
Field ID
Hill
H111
H112
H112
S9
S9
S9
S9
Soil Series
Wagram
Wagram
Wagram
Wagram
Total
Acres k
2.87
2.87
1.21
1.21
Use.
Acres
Crop
2.87 Hybrid Bermudagrass Hay
Applic.
RYE Period
'Nitrogen Comm
PA Fert.
Nutrient Nutrient
Req'd Applied
(lbs/A) (lbs/A)
N N
Res.
(lbs/A)
Applic.
N Method
Manure
PA
Nutrient
Applied
(lbs/A)
N
Liquid Solid Liquid Solid
Manu Manure Manure Manure
pplied Applied Applied Applied
(acre) (acre) (Field) (Field)
1000
gal/A
Tons 1000 gals tons
5.5 Tons 3/1-9/30
2.87 Small Grain Overseed 1.0 Tons 10/1-3/31
1.21 Hybrid Bermudagrass Hay
269 0
50 0
5.5 Tons 3/1-9/30 269 0
Broad. 269 223.85 0.00 642.46 0.00
0 Broad. 50
0 Broad. 269
1.21 Small Grain Overseed 1.0 Tons 10/1-3/31
50 0
2405
2405
2405
2405
2405
2405
H213
H213
H214
H214
H310
H310
S9
S9
S9
S9
S9
S9
2405
2405
2405
2405
2405
2405
H311
H311
H312
H312
H313
H313
S9
S9
S9
S9
S9
Wagram
Wagram
Wagram
Wagram
Norfolk
Norfolk
Norfolk
Norfolk
4.36
4.36
1.66
i
1.66
5.89
5.89
4.36 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30
4.36 Small Grain Overseed 1.0 Tons 10/1-3/31
269 0
50 0
1.66 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0
1.66 Small Grain Overseed
5.89 Soybeans, Manured, Double Crop
5.89 Wheat, Grain
1.0 Tons 10/1-3/31 50 0
35 bu. 4/1-9/15 137 0
60 bu. 9/1-4/30 125 0
kenansville
Kenansville
Roanoke
S9 Roanoke
1.31
1.31
2.15
2.15
3.95
3.95
1.31 Soybeans, Manured, Double Crop 35 bu. 4/1-9/15
1.31 Wheat, Grain
2.15 Hybrid Bermudagrass Hay
2.15
3.95
Small Grain Overseed
Hybrid Bermudagrass Hay
3.95 Small Grain Overseed
60 bu. , 9/1-4/30
5.5 Tons 3/1-9/30
1.0 Tons 10/1-3/31
137 0
125 0
269 0
50 0
3.5 Tons 3/1-9/30 152 0
0 Broad. 50
0 Broad. 269
0 Broad. 50
0 Broad. 269
0 Broad. 50
0 Broad. 137
20 Broad. 105
0 Broad. 137
20 Broad. 105
0 Broad. 269
0 Broad. 50
0 Broad. 152
1.0 Tons 10/1-3/31 50 0
41.61 0.00 119.42 0.00
223.85 0.00 270.86 0.00
41.61 0.00 50.35 0.00
223.85 0.00 976.00 0.00
41.61 0.00 181.41 0.00
223.85 0.00 371.60 0.00
41.61 0.00 69.07 0.00
114.01 0.00 671.50 0.00
87.38 0.00 514.66 0.00
114.01 0.00 149.35 0.00
87.38 0.00 114.47 0.00
223.85 0.00 481.29 0.00
41.61 0.00 89.46 0.00
126.49 0.00 499.63 0.00
0 Broad. 50 41.61 0.00 164.35 0.00
324406 Database Version 4.1 Date Printed: 9/26/2013
WUT Page 1 of 3

Waste Utilk .on Table
gear 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
2405
H315
S9
Roanoke
3.05
2405
H315
S9
Roanoke
3.05
3.05 Soybeans, Manured, Double Crop
3.05 Wheat, Grain
2405
2405
H316
H316
S9
S9
Roanoke
Roanoke
6.09
6.09
6.09 Soybeans, Manured, Double Crop
6.09 Wheat, Grain
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Applies
RYE Period N
Comm Res. Manure Liquid Solid Liquid Solid
Fen. (Ibs/A) PA ManurcA Manure Manure Manuru
Nutrient Nutrient pplied Applied Applied Applied
Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A)
Applic.
N N Method
37bu. 4/1-9/15 143
0 0 Broad. 143
1000
gal/A
119.00
Tons
1000 gals tons
0.00
55 bu. 9/1-4/30 106
20 Broad. 86
37 bu. 4/1-9/15 143 0 0 Broad. 143
55 bu. 9/1-4/30 106 0
2405
H317
S9
Roanoke
3.41
2405
2405
2405
H317
H318
H318
S9
S9
S9
Roanoke
Wagram
Wagram
3.41
4.65
4.65
3.41 Hybrid Bermudagrass Hay
3.41 Small Grain Overseed
4.65 Hybrid Bennudagrass Hay
4.65 Small Grain Overseed
2405
H319
S9
Wagram
5.18
5.18 Hybrid Bermudagrass Hay
2405
H319
S9
Wagram
5.18
5.18 Small Grain Overseed
2405
H320
S9
Wagram
5.34
2405
H320
S9
Wagram
5.34
20 Broad. 86
3.5 Tons 3/1-9/30 152 0 0 Broad. 152
1.0 Tons 10/1-3/31 50 0 0 Broad. 5(
5.5 Tons 3/1-9/30 269 0 0 Broad. 269
1.0 Tons 10/1-3/31 50
Broad. 50
71.57
119.00
71.57
126.49
41.61
223.85
41.61
362.95 0.00
0.001 218.28 0.00
0.00
0.00
0.00
724.71 0.00
435.84
0.00,
431.33 0.00
0.00
0.00
0.00
141.89 0.00
1,040.92 0.00
5.5 Tons 3/1-9/30 269 0 0 Broad. 269. 223.85
0.00
193.48 0.00
1,159.56 0.00
1.0 Tons 10/1-3/31 50 0 0 Broad. 50
41.61
0.00
5.34 Hybrid Bermudagrass Hay
5.34 Small Grain Overseed
2405
H330
S9
Roanoke
3.03
2405
H330
S9
Roanoke
3.03
3.03 Soybeans, Manured, Double Crop
3.03 Wheat, Grain
2405
H331
S9
Roanoke
5.79
2405
H331
S9
Roanoke
5.79
5.799Soybeans, Manured, Double Crop
5.79
Wheat, Grain
2405
H332
S9
Roanoke
6.14
6.14
2405
H332
S9
Roanoke
6.14
6.14
2405
H333
S9
Roanoke
4.26
4.26
2405
H333
S9
Roanoke
4.26
Soybeans, Manured, Double Crop
5.5Tons 3/1-9/30 269 0 0 Broad. 269
223.85
0.00
1.0 Tons 10/1-3/31 50 0 0 Broad. 50
41.61
0.00
215.53 0.00
1,195.38 0.00
222.19 0.00
37bu. 4/1-9/15 143 0 0 Broad. 143
119.00
0.00
360.57 0.00
55 bu. 9/1-4/30 106 0 20 Broad. 86
37bu. 4/1-9/15 143 0 0 Broad. 143
55 bu. 9/1-4/30 106
71.57
119.00
0.00
0.00
216.85 0.00
689.01 0.00
20 Broad. 86
71.57
0.00
414.37 0.00
37bu. 4/1-9/15 143 0 0 Broad. 143
119.00
Wheat, Grain
Soybeans, Manured, Double Crop
4.26'Wheat, Grain
55 bu. 9/1-4/30 106 0 20 Broad. 86
71.57
0.00
730.66 0.00
0.00
37bu. 4/1-9/15 143 0 0 Broad. 143
119.00
0.00
55 bu. 9/1-4/30 106
2405
H334
S9
Roanoke
4.71
4.71
2405
H334
S9
Roanoke
4.71
4.71
Soybeans, Manured, Double Crop
Wheat, Grain
20 Broad. 86
37 bu. 4/1-9/15 143 0 0 Broad. 143
71.57
119.00
0.00
0.00
55 bu. 9/1-4/30 106 0 • 20 Broad. 86
71.57
0.00
439.42 0.00
506.94 0.00
304.87 0.00
560.49 0.00
337.08 0.00
324406 Database Version 4.1 Date Printed: 9/26/2013
WUT Page 2 of 3

Waste Utili (a...on Table
t i ear 1
Tract
2405
2405
2405
2405
2405
2405
2405
2405
2405
Field
H335
H335
H337
H337
H339
H339
h412
h414
h414
Source
ID
S9
S9
S9
S9
S9
S9
S9
S9
S9
Soil Series
Wahee
Wahee
Wahee
Wahee
Wahee
Wahee
Wagram
Wagram
Wagram
Total
Acres
6.82
6.82
6.14
6.14
3.16
3.16
4.50
2.44
2.44
Use.
Acres
6.82
6.82
6.14
6.14
3.16
3.16
Crop
Soybeans, Manured, Double Crop
Wheat, Grain
Soybeans, Manured, Double Crop
Wheat, Grain
Soybeans, Manured, Double Crop
Wheat, Grain
4.50 Soybeans, Manured, Double Crop
2.44
2.44
Soybeans, Manured, Double Crop
Wheat, Grain
RYE
35 bu.
Nitrogei
PA
Nutrien
Req'd
(Ibs/A)
Applic.
Period N
4/1-9/15 134
50 bu.
35 bu.
50 bu.
35 bu.
9/1-4/30
4/1-9/15
9/1-4/30
4/1-9/15
93
134
93
134
50 bu.
23 bu.
23 bu.
40 bu.
9/1-4/30
4/1-9/15
4/1-9/15
9/1-4/30
93
92
92
93
1 Comm
Fert.
[ Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Manure
PA
Nutrient
Applied
(1bs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
Applic.
Method
N
1000
gal/A
Tons
1000 gals
tons
0
0
Broad.
13•
111.51
0.00
760.50
0.00
0
20
Broad.
73
60.75
0.00
414.30
0.00
0
0
Broad.
13
111.51
0.01
684.68
0.00
0
20
Broad.
73
60.75
0.0
373.00
0.0
0
0
Broad.
134
111.51
0.01
352.37
0.00
0
20
Broad.
73
60.75
0.00
191.97
0.06
0
0
Broad.
92
76.56
0.00
344.52
0.00
0
0
0
Broad.
92
76.56
0.00
186.81
0.0
20
Broad.
73
60.75
0.00
148.23
0.00
Total Applied, 1000 gallons
Total Produced, 1000 gallons
Balance, 1000 gallons
Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
Total Applied, tons
Total Produced, tons
Balance, tons
19,724.54
7,687.20
-12,037.34
0.00
0.00
0.00
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 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
Crop PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Corn 120 bu
Hay 6 ton R.Y.E.
Soybean 40 bu
150
300
160
Minimum Acres Minimum Acres
5 Years Accumulation 10 Years Accumulation
Swine Farrowing-Weanling Lagoon Sludge - Standard
14.69 63.72
29.38 31.86
15.67 59.74
Minimum Acres
15 Years Accumulation
127.45 191.17
63.72 95.58
119.48 179.22
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.
Available Waste Storage Can tcity
Source Name
Start Date
Swine Farrowing-Weanling Lagoon Liquid
9/1
Plan Year
1
1
1
1
1
1
1
1
1
1
1
1
Month
2
3
4
5
6
7
8
9
10
11
12
* Available Storage Capacity is calculated as of the end of each month.
Design Storage Capacity (Bays)
180
Available Storage Capacity (Days) *
324406 Database Version 4.1 Date Printed: 09-26-2013 Capacity Page 1 of 1
61
59
108
180
180
180
180
180
180
180
180
180

1.
Required Specifications For Animal Waste Management
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 tiled 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 Page 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 (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): H111, H112, H213, H214, H312, H318, H319, H320
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full 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.
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
ConnectGlS Feature Report
NTY
1 885 Feet
Bladen2
Printed March 30, 2019
Municipal Limits
County Boundary
Surrounding Counties
APR 032019
ureter
14PgrvO41i13
ectron
https://bladen2.connectgis.com/DownloadFile.ashx?i=_ags_mape9e74da4b76343929f259d36c8e52665x.htm&t=print 1/1

t. +
9407
EMERGENCY ACTION PLAN
PHONE ERS
DWQ 5/I i/c .'3.i . 3$ )
EMERGENCY MANAGEMENT SYSTEM 911
SWCD 910- 036
NRcs gin -Vol" 4/34
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 plan should be posted in an accessible location for all employees at the
facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested 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(0-4&(a-I5.11 . After hours, emergency number: 411--z13-3i4Z, 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. C9ntact CES, phone number Flo- G62- f '! 1, local SWCD office phone number
110- K2.- a`136 , and local NRCS office for advice/technical assistance phone number
'IN- 86 z- f3.s.
4. If none of the above works, call 911 or the Sheriffs Department and explain your problem to
them and ask that person to contact the proper agencies for you.

5. Contact the contractor of your choice to begin repair of problem to minimize off -site damage.
a. Contractors Name: 'a/)kb B
b. Contractors Address:
c. Contractors Phone: ' f q - b5B - (' 20d
6. Contact the technical specialist who certified the lagoon (MRCS, Consulting Engineer, etc.)
a. Name: . I wi �. V 1 � So,J e•�, de.e4 . )Ai L)
b. Phone: gto- 3-2.1S1 'lo-JF590-2703
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.

•
t
Swine Farm Waste Management Odor Control Checklist
_ Source Cause 111171's to minlutlzc (ldorw
1'ilttn]Il:il1l • swine ptudo:lion Slle.11eet(le mikes
Vegelalive or wooded butters;
lccontntcndcdrbesl nlanagcinenl practices;
Good judgment and common sense
Animal body sot faces
• Dilly manure -covered animals
Fluor s 11 IiiCe5
• Wel manure -covered floors
Manure collection pits • thine;
V4:1161.661;1' bcwst fans
•
Dry floors
Slotted floors;
,Waterers located over slotted floors;
f l;ccdcrs at IiIgh cod of solid floors;
Scrape manure buildup from floors;
0 Underfloor ventilation for drying
requcul manure removal by flush, pit recharge,
Pat fiat microbial decomposition
or scrape;
• Volatile gases;
Indoor slit faces •
IFIush tanks
Dust
Dust
Underfloor ventilation
Fuu maintenance;
,er Efficient air mttivetllelll
• Agitation ofrccycled lagoon
liquid while tanks are Idling
Flush alleys
I'il let:bauge points
Lill Indiums
• Agitation during wastewater
conveyance
Washdtlwll between groups of animals;
Cf Feed additives;
O Feeder covers;
,rCi —Feed delivery downspout extenders to feeder
covers
0 Flush tank covers;-
O Extend fill lines to tleilf hofl 1111 ()flanks with
anti -siphon vents
CI Under floor flush with outlet floor ventilation
fotsida drain collection
or Junction boxes
• Agitation of recycled lagoon
liquid while pits are lilting
• Agitation during stoop took
lil[tng and drnwdown
• Agitation louring wastewater
conveyance
Cl Iixtcnd recharge lines to near honum 'pits
With anti -siphon vents
CI Sunup tank covers
0 Ilex covers
:.' • AIvIOC-1•ltivcnthcr 11, 1996r Pup 3

Source Cause
End of drainpipes in • Agitation during w- astewater
lagoon conveyance
I.ugoun surfaces • Volatile gas emissions;
• lliologicnl mixing;
• Agitation
Irrigation spri,Ilcr • Iligh pressure agitation;
nozzles
• Wind drift
Storage tank ur basin •
sin face Pm microbial decomposition;
• Mixing while filling;
• Agitation when emptying
Sailing basin surface
• nodal microbial decou►posiliou;
• Mixing while filling; •
• Agitation when emptying
l lanurc, slurry or sludge • Agitation whcu spreading;
spreader outlets
• Volatile gas emissions
Ilucovcr�:l ut:uuu-e, -
shiny or stodge on field drying 1e gas emissions while
sm tacos
Dead animals
t)c;pl.unhival dispus
pits
• Carcass i cco►uposilion
al ▪ Carcass ccu►nposilion
• lucuutplete combustion •
HMI's to Minimize odor
Extend discharge point of pipes underneath Silt Specific 1'rurllccs
lagoon liquid level
Proper lagoon liquid capacity;
Correct lagoon startup procedures;
inimum surface area-Io-vuluntc ratio;
- —Minitnum agitation when -pumping;
Cl Mechanical acralion;
C1 Proven biological additives
��Irrigale on dry days with little or no wind;
.PYMinimut recommended operating pressure;
)2-":"Pump intake ncnr lagoon liquid surface;
El t'omp from second -stage lagoon
0 Bottom or midlevel loading;
Cl Punk covers;
❑ flush! milieu mats of solids;
C1 Proven iiologicrd additives or nxirlanls
Cl Itxlend drainpipe outlets underucullr liquid
level;
f7 Remove stilled solids regularly
CI Soil injection of slurry/sludges;
Cl Wash.resitlu:tl manure front spreader after use;
CI Proven biological additives or oxidants
Cl Soil injection neslutry/sludges
Ct Soil incorporation within SIB hrs.;
CI Spread in Ihin unlfnrm layers for rapid drying;
CI Proven biological additives or oxidants
Proper disposition nfctrcasses
CI Con►plelc covering of 'carcasscS in bnriad pits;
C7 Proper locution/construction of►lispnsal pits
Li Secondary stack I►urncr-s
AMCC - November 11, 1996, Page d

�IIIII CC CIIIISL•
Standing Wilier aromal. lBAll's In Minimize Odor
Improper dr uIuagc;
facilities and landscape such told water drains
• Microbial decomposition of away from facilities
organic matter
• !'oorly maintained access roads
hhulurc tracked'11110
!Millie 'HM11s linen turns
access •
Punn access road ntailllcnanco
Additional Information :
Swine Minium: MIIIII teal ; 0200 Itulc/IjMP Pucks
Swine I'rnrluclIon Turns Potential Odor Sources and It medics ; IiI]AI? Fact Shed
Swine I'rodllclion Facility Manure Management: Pit Recharge -
Swine Production Facility Manure Management: Lagoon Treatment ; IiUAIi 12$-$$
Lagoon Design and Management for Livestock Manurenfrcalme,1t and Storage r Flush - Lagoon
LAME
; 0 -83 129-88
Calibration of Manure and Wastewater Application Equipment ; IsIIACs Duct Sheet
6c ; 1?I]Ali Ip�-$]
Controlling Odors from Swine I1uildings ; P111-))
linvironmemal Assurance Program ; NI'I'C Manual
flptioas fur Alanugi,L Odor; a report from the Swine Odor Task Porce
Nuisance Concerns in Animal Manure Management: Odors and Flies ; 1'ItO1 Q7, 1995 Conference
Proceedings
Silc 5pcdfic Practices
Available Prom : •
NCS11, Cuuoty lixtcnsi in Center
NCSII-11A1r
NCSIJ - IIAP.
NCSII - EAR
NCSIJ - IIAIi
NCSIJ - f 1A l?
NCSII - Swh,c Extension
NC Pork Producers Assoc
NCSI! Agri Communications
Flnrida Cnnpl:rlllive lixlcnsinn
•
• AMC: . November I I,119%, Toga 5

Cause
• Flush Cutlers
insect Control Checklist for Animal Operations I ns
I ,,cessive Vegetative: • Decaying vegetation
littoral = Maintain vegetative control along hunks of
lagoons and other impoundments In prevent
accumulation of decaying vegetative matter
along water's edge: on impoundment's perimeter.
• hccuuullutiuu ofsolids
C1 Flush systcln is designed and operated
sufficiently to remove acciiIIIolaled solids from
Cullers as designed.
Q Remove bridging of accnumlalcd solids id
Lagoons and fits • G'uslcc(S
dis ge
ul(ds
M,tiuluio lagoons, sellliug basins awl pits where pest breeding is appaICIII to ulinimiZe: the:
crusting ofsnlids In a depth ofilo more Ilum 6 -
11 inches over more: than 30% of surface.
o 7

Primary Secondary
Pvi
Mortality Management Methods
Indicate which method(s) will be implemented.
When se/ec;Ing multiple methods indicate a primary versus secondary option.
Methocis o:,'rer than those listed must be approved by the State Veterinarian.
Rcg4ine Mortality
'J.—se 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.' 06-403)� The bottom of the burial pit should be at least one foot above the seasonal
o table. Attach burial location map and plan,
Lanu`II; at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
in .02:,
J.
Rerce"g at a rendering plant licensed under G,S. 106-168.7.
Corole`e incineration according to 02 NCAC 52C .0102.
A con^posting 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,
add'tional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Deparment of Agriculture & Consumer Services (G.S. 106-549.70).
Any ' 'e 'od which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Wrltte'- approval by the State Veterinarian must be attached).
Version —November 26, 2018
Mass Mortality Plan
Mass mortality pans are required for farms covered by an NPDES permit. These plans are
also -ecommended 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
w .e- numbers of dead animals exceed normal mortality rates as specified by the State
e erinarian.
• Bur must be done in accordance with NC 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).
• the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106.399.4,
Signature of Farm Owner/' aneger
Signature of Technical Specialist Date
Date

Operator:Bob Livingston County: Bladen
-4-4.16 "v / ! b r l.4
Has the site evaluation been completed & approved:
1. AVERAGE LIVE WEIGHT (ALW)
O sows (farrow to finish)
O sows (farrow to feeder)
O head (finishing only)
1375 sows (farrow to wean)
O head (wean to feeder)
Describe other :
x 1417 lbs.
x 522 lbs.
x 135 lbs.
x 433 lbs.
30 lbs.
op
Date: 12/21/96
yes
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 398901 cubic ft (includes
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 101750.0 cubic feet
TOTAL DESIGNED VOLUME
O lbs
O lbs
O lbs
595375 lbs
O lbs
O lbs
595375 lbs
0 cu. ft. add. treat. vol.)
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
AREA OF BOTTOM
LENGTH * WIDTH =
473.0 92.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
513.5 132.5
CU. FT. = [AREA TOP
95842
95842 (AREA OF TOP)
43516 (AREA OF BOTTOM)
272155 (AREA
+ (4*AREA MIDSECTION)
272155
OF MIDSECTION * 4)
+ AREA BOTTOM] * DEPTH/6
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
per CF
Volume = 96053.9 cubic feet
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 25 year 24 hour storm
Volume of "Heavy Rain" 7.0 in.
Volume = 14.0 inches / 12 inches
Volume = 116947 cubic feet
Additional volume as follows:
7.0 in.
per foot * DAlt
TOTAL REQUIRED TEMPORARY STORAGE
5A.
5B.
5C.
5D.
5E.
TOTAL
145395 cubic feet
96054 cubic feet
63318 cubic feet
116947 cubic feet
0 cubic feet
421713 cubic feet
6. SUMMARY
Temporary storage period >
Rainfall during wettest period of storage===>
Evaporation during storage period >
25 year - 24 hour rainfall >
Heavy rain >
Freeboard >
Side slopes >
Inside top length >
Inside top width >
Emergency spillway elevation(if planned)====>
Top of dike elevation >
Bottom of lagoon elevation >
Top of sludge elevation >
Total required volume >
Actual design volume
Seasonal high watertable elevation (SHWT)===>
Stop pumping elev. >
Must be > or = to the SHWT elev. >
>
180 days
7.6 inches\
�
0.0 inches G
7.0 inches
7.0 inches
1.00
3.0
560.0
179.0
43.00
44.00
29.50
31.66
922365
925904
35.00
38.02
35.00
feet
: 1
feet
feet
feet
feet
feet
feet
cu. ft. *
cu. ft. *
feet
feet *
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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APR 0 3 Z019

7. DESIGNED BY:
DATE:
APPROVED BY: ,i•
DATE: / 1/79
COMMENTS. /r.t_,,,� d� /
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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
7-vor)
SHEET 1 OF 2
L46'oo/J /
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 thelagoon 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
441700,0 2_
Has the site evaluation been completed & approved: yes
1. AVERAGE LIVE WEIGHT (ALW)
O sows (farrow to finish) x 1417 lbs. = 0 lbs
O sows (farrow to feeder) x 522 lbs. = 0 lbs
O head (finishing only) x 135 lbs. = 0 lbs
1025 sows (farrow to wean) x 433 lbs. = 443825 lbs
O head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : 0 lbs
Date: 12/21/96
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) 29.50
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 3.0 269.0 271.0 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 108.385.1 cubic feet
5B. Volume of excess water
Volume = 2975.5 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 71603.8 cubic feet
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 25 year 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.
5B.
5C.
5D.
5E.
TOTAL
108385 cubic feet
71604 cubic feet
48117 cubic feet
88871 cubic feet
0 cubic feet
316977 cubic feet
6. SUMMARY
Temporary storage period >
Rainfall during wettest period of storage===>
Evaporation during storage period >
25 year - 24 hour rainfall >
Heavy rain >
Freeboard
Side slopes >
Inside top length
Inside top width >
Emergency spillway elevation(if
Top of dike elevation
Bottom of lagoon elevation
Top of sludge elevation
Total required volume
Actual design volume
Seasonal high watertable elevation
Stop pumping elev.
Must be > or = to the SHWT elev.
planned)====>
180
7.6
0.0
7.0
7.0
1.00
3.0
275.0
277.0
43.00
44.00.
29.50
> 31.50
> 690190
> 718416
(SHWT)===> 35.00
> 37.67
> 35.00
days
inches
inches Ale+
inches
inches
feet
: 1
feet
feet
feet
feet
feet
feet
cu. ft. *
cu. ft.
feet
feet
feet

Must be > or = to min. req. treatment el.=>
Min. Required treatment volume
Volume at stop pumping elevation >
Start pumping elev.---- >
Must be at bottom of F.B. & 25 yr. rainfall
Act. vol. less 25 yr. and heavy rainfall====>
Volume at start pumping elevation >
Required volume to be pumped
Actual volume planned to be pumped >
Min. thickness of soil liner when required==>
7. DESIGNED BY: 14"4,41115t)14- APPROVED BY:
DATE: j 7- 2-' -54 DATE:
4.e.1111. -4•-y {-ff 4 -gG Teton c
%✓✓ 2s i2 y 20 d NIS 4 r le o w
� - Caro ac ► Nvµ- -rS
35.50 feet
297363 cu. ft.
297998 cu. ft.
41.74 feet *
& heavy rain
629545 cu. ft.
629111 cu. ft.
228106 cu. ft. *
255041 cu. ft. *
2.0 feet
1,.bqc% 1"4
!rJ t(

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
an approved waste utilization plan. Highly visible
installed to mark the upper and lower elevations of
storage (pumping volume). Pumping shall be done as
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
method of disposal.
center pivot, guns,
taken when applying
in accordance with
markers shall be
the temporary
necessary to
waste water is recognized as an acceptable
Methods of application include solid set,
and traveling gun irrigation. Care should be
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.