100038_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.
MAR 2 6 2019
1. Farm Number: 10-0038 Certificate Of Coverage Number: l WS100038
2. Facility Name: Bennie King
3. Landowner's Name (same as on the Waste Management Plan): Bennie Kim
4. Landowner's Mailing Address: 4821 Cox Rd NW
City: Ash State: NC Zip: 28420
Telephone Number: 910-287-3750 Ext. E-mail:
5. Facility's Physical Address: 4187 Little Prona Rd Nw
City: Ash State: NC Zip: 28420
6. County where Facility is located: Brunswick
7. Fann Manager's Name (if different from Landowner): Harry K King
8. Farm Manager's telephone number (include area code): 910-287-7558 Ext.
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): Harry K. King Phone No.: 910-287-3750 OIC #: 16952
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Pennit:
Operation Types:
Operations Type Allowable Count
Swine - Wean to Feeder 6,400
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

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)
1
1 qqg
e1.Ay
''%li l yq r)
ioo stfy
28.00
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), siened b■ the owner and a certified technical specialist, containing: 1
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
representation, or ;certification in any, application may be subject to civil, penalties up to $25,000 per vi
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign.
corporation, signature should be by a principal executive officer of the corporation):
Name:
5,4( iy.t j;'ry t;
Signature:4trr
Name:
Signature:
Name:
Signature:
Title: O GE/ fye,-
Date: t / 9
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
any false statement,
olation. (18 U.S.C.
5 years, or both for
If Landowner is a

ROY COOPER
Governor
MICHAEL S. REGAN
Secrcrary
LINDA CULPEPPER NORTH CAROLINA
Director Environmental Quality
February 27, 2019
Bennie King
Bennie King
4821 Cox Rd NW
Ash, NC 28420
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at https://deiync.gov/about/divisions/water-resources/water-uualio -regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under the State Non -Discharge General Permits. ou must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facilio Currently Covered In an
Expiring State Non -Discharge General Permit." The application form must be completed. signed and returned by April 3. 2019.
Please note that ou must include one (1) corn of the Certified Animal Waste Management Plan (CAWMP) with the
completed and slaved application form. A list of items included in thg CAWMP scan be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Wilmington Regional Office, Water Quality Regional Operations Section
Brunswick County Soil and Water Conservation District
AFOG Section Central Files - AWS100038
Murphy -Brown LLC
1 North : aro'ana Departmettof Envronrrmertal Qua ty 1 D vsar of Water FesN,rDes
l�E �+- 512 N. Sa'_shy rs, St. I iE 6 Ma Serv.oe Center I Fa _ gr., North Caro ne 27699-153S
919.707.9:s30

Nutrient Management Plan For Animal Waste Utilization
07-22-2015
This plan has been prepared for:
Square K Farms - 10-38
Bennie King
4821 Cox Rd. NW
Ash, NC 28420
910-287-3750
This plan has been developed by:
Mamie Caison
Brunswick SWCD
P.O. Box 26
Bolivia, NC 28422
910-253-2830
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.
pe3J2-1-2.--1.7
Signature (owner)
AA.
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: 1-e
Technical Specialist Signature Date
919586 Database Version 4.1 Date Printed: 07-22-2015 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.
S5
Swine Nursery Lagoon Liquid waste generated 1,222,400 gals/year by a 6,400 animal
Swine Nursery Lagoon Liquid operation. This production facility has waste storage
capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
2203
Incorporated
2644
Injected
2644
Irrigated
2203
Max Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
2,203
6788
-4,585.
3,765,731
-2,543,331
Year 2
2,203
6914
-4,711
3,835,633
-2,613,233
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.
919586 Database Version 4.1 Date Printed: 07-22-2015 Source Page 1 of 1

Narrative
Acreage information based upon previous WUP.
919586 Database Version 4.1 Date Printed: 07-22-2015 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield
estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown, where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index
Soil Series
Crop Sequence
RYE
816
1
7.00
7.00
N/A
Lynchburg
Hybrid Bermudagrass Pasture
5.5 Tons
816
2a
3.50
3.50
N/A
Lynchburg
Corn, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
39 bu.
816
2b
9.00
9.00
N/A
Lynchburg
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
816
3
3.90,
3.90
N/A
Goldsboro
Small Grain Overseed
1.0 -1 k lii
Hybrid Bermudagrass Pasture
6.5 Tons
816
4
12.50
12.50
N/A
Rains
Fescue Pasture
4.5 Tons
PLAN TOTALS:
35.90 35.90
LI
Potential Leaching
Technical Guidance
2
Low potential to contribute to soluble
nutrient leaching below the root zone.
None
>— 2 &
<-10
Moderate potential to contribute to
soluble nutrient leaching below the root
zone.
Nutrient Management (590) should be planned.
> 10
High potential to contribute to soluble
nutrient leaching below the root zone.
Nutrient Management (590) should be planned. Other conservation practices that improve
the soils available water holding capacity and improve nutrient use efficiency should be
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
919586
Database Version 4.1 Date Printed 7/22/2015
NOTE: Symbol * means user entered data.
PCS Page 1 of 1

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
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nari,, r,i
PA
Nutrient
Req'd
(Ibs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(Ibs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
816
1
S5
Lynchburg
7.00
7.00
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
179
0
0
brig.
179
99.31
0.00
695.14
0.00
816
2a
S5
Lynchburg
3.50
3.50
Com, Grain
125 bu.
2/15-6/30
135
0
20
Irrig.
115
63.80
0.00
223.30
0.00
816
2a
S5
Lynchburg
3.50
3.50
Wheat, Grain
55 bu.
9/1-4/30
106
0
0
brig.
53
29.40
0.001
102.91
0.00
816
2b
S5
Lynchburg
9.00
9.00
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
27.74
0.00
249.65
0.00
816
2b
S5
Lynchburg
9.00
9.00
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
179
0
0
Irrig.
179
99.31
0.00
893.75
0.00
816
3
S5
Goldsboro
3.90
3.90
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
27.74
0.00.
108.18
0.00
816
3
S5
Goldsboro
3.90
3.90
Hybrid Bermudagrass Pasture
6.5 Tons
3/1-9/30
222
0
0
Irrig.
222
123.16
0.00'
480.33
0.00
816
4
S5
Rains
12.50
12.50
Fescue Pasture
4.5 Tons
8/1-7/31
146
0
0
brig.
146
81.00
0.001
1,012.47
0.00
Total Applied, 1000 gallons
3,765.73
Total Produced, 1000 gallons
1,222.40
Balance, 1000 gallons
-2,543.33
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned.
2. Symbol * means user entered data.
919586 Database Version 4.1
Date Printed: 7/22/2015
WUT Page 1 of 2

Waste Utilization Table
Year 2
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
N!lmltn
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(Ibs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
816
1
S5
Lynchburg
7.00
7.00
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
179
0
0
Irrig.
179
99.31
0.00
695.14
0.00
816
2a
S5
Lynchburg
3.50
3.50
Wheat, Grain
55 bu.
9/1-4/30
106
0
0
Irrig.
53
29.40
0.00
102.91
0.00
816
2a
S5
Lynchburg
3.50
3.50
Soybeans, Manured, Double Crop
39 bu.
4/1-9/15
151
0
0
Irrig.
151
83.77
0.00
293.20
0.00
816
2b
S5
Lynchburg
9.001
9.00
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
249.65
0.00
816
2b
S5
Lynchburg
9.00
9.00
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
179
0
0
Irrig.
179
99.31
0.00
893.75
0.00
816
3
S5
Goldsboro
3.90
3.90
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig. !
50
27.74
0.00
108.18
0.00
816
3
S5
Goldsboro
3.90
3.90
Hybrid Bermudagrass Pasture
6.5 Tons
3/1-9/30
222
0
0
Irrig.
222
123.16
0.00
480.33
0.00
816
4
S5
Rains
12.50
12.50
Fescue Pasture
4.5 Tons
8/1-7/31
146
0
0
Irrig.
146
81.00
0.00
1,012.47
0.00
Total Applied, 1000 gallons
3,835.63
Total Produced, 1000 gallons
1,222.40
Balance, 1000 gallons
-2,613.23
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned.
2. Symbol * means user entered data.
919586 Database Version 4.1 Date Printed: 7/22/2015
WUT Page 2 of 2

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with
soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in runoff. This table
provides the maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists
the maximum application amount that each field may receive in any one application event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
816
1
Lynchburg
0.50
1.0
816
2a
Lynchburg
0.50
1.0
816
2b
Lynchburg
0.50
1.0
816
3
Goldsboro
0.50
1.0
816
4
Rains
0.40
1.0
919586 Database Version 4.1 Date Printed 7/22/2015
1AF Page 1 of 1
NOTE: Symbol * means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each
source, the number of animals in the facility and the plant available nitrogen application 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
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
Minimum Acres
15 Years Accumulation
10 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
Com 120 bu
150
14.69
14.60
29.19
43.79
Hay 6 ton R.Y.E.
300
29.38
7.30
14.60
21.89
Soybean 40 bu
160
15.67
13.68
27.37
41.05
919586 Database Version 4.1 Date Printed: 07-22-2015 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.
Source Name
Swine Nursery Lagoon Li:ruid
Design Storage Capacit. (I]a).s)
Start Date
9/30
180
• Plan Year
Month
Available Storage Capacity (Days) *
1 1
1
180
1
2
180
1
3
180
1
4
180
1
5
180
1
6
180
1
7
180
1
8
180
1
9
180
1
10
180
1
11
180
1
12
180
2
1
180
2
2
180
2
3
180
2
4
180
2
5
180
2
6
180
2
7
180
2
8
180
2
9
180
2
10
180
2
11
180
2
12
180
* Available Storage Capacity is calculated as of the end of each month.
919586 Database Version 4.1 Date Printed: 07-22-2015 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).
919586 Database Version 4.1 Date Printed: 7/22/2015 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate
such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall events,
or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not be
applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1,1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
MAR 2 6 2019
919586 Database Version 4.1 Date PrintetkW22/2615• "' Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be applied
at agronomic rates in a manner that causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall
be fenced, as necessary, to protect the vegetation. Vegetation such as trees,
shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
919586 Database Version 4.1 Date Printed: 7/22/2015 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested at
least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when these
metals approach excessive levels. pH shall be adjusted and maintained for
optimum crop production. Soil and waste analysis records shall be kept
for a minimum of five years. Poultry dry waste application records shall
be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
919586 Database Version 4.1 Date Printed: 7/22/2015 Specification Page 4

Crop Notes
The following crop note applies to field(s): 2a
Corn 1: CP, Mineral Soil, low -leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 4
Fescue: Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Moderate to Marginal.
In the Coastal Plain, tall fescue can be planted Sept. 1 to Oct. 15 (best) and Feb. 15 to Mar. 20. For
pure -stand broadcast seedings use 20 to 30 lb/ac., for drilled use 15 to 20 lb/ac. seed. Use certified seed
to avoid introducing weeds or annual ryegrass. Plant seed 0.25" to 0.5" deep for pure stands, 0.25" in
mixture with clovers. Tall fescue will tolerate soil wetness but not flooding or prolonged saturation; use
ladino clover for mixtures on these soils. Soil test for preplant and maintenance lime, phosphorus, and
potassium recommendations. Apply 40 to 60 lb/ac nitrogen at planting for pure stands only. Do not apply
N for mixtures with clovers but use proper legume inoculation techniques. Apply 150 to 200 lb/ac. N to
pure -stand fescue for hay production; reduce N rates by 25% for grazing. Apply N Feb. 1 to Mar. 20 and
Aug. 20 to Sept. 30, with equal amounts in each window. Refer to NCSU Technical Bulletin 305
Production and Utilization of Pastures and Forages in North Carolina for additional information or
consult your regional agronomist or extension agent for assistance.
919586 Database Version 4.1 Date Printed: 07-22-2015 Crop Note Page 1 of 4

The following crop note applies to field(s): 2b
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): 3
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): 1, 2b
Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
919586 Database Version 4.1 Date Printed: 07-22-2015 Crop Note Page 2 of 4

Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat The
following crop note applies to field(s): 3
orly Drained.
Adaptation: Effective artificial drainage g MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain hybrid be Y rmudagrass sprigs can be planted Mar. 1 to
deep (1.5" optimal). Sprigs should be planted quickly after di
deep. For Coastal and Tifton 7plant at a10 bu/acafter
r rows,digging
Mar. 3 allowed Cover sprigs and 3"
ingg g and not t3'in to dry in sun
rate of 30 bu/ac is satisfactory to produce full
spaced 2'to 3' theo row.dGenerally a
gowing
conditions. Tifton 44 spreads slowly,�°undcover in one or
For conditions.
Tifton
4 so use at least 40 bu/ac in 1.5' two years under good 1.5' in
m sprigs use about 60 bu/ac. Soil test for the amounts of lime
potassium and micronutl'ients to apply to 2' rows spaced 1' to 1.5' in row.
the poetassium
a meet t split applications t pr pl ntApril and and July.For phosphorus,lb/ac N annually yearspin splicap lic, t ensin
A A for annual maintenance. Apply 60p l 180 to 240
N in
usually April and following the first stands
le apply hay t .
Reduce N rates by 25% for grazing, Refer to NCSU Technical Bulletin
of Pastures and Forages in North Carolina for more information orcoed cuts.
consult your regional and Utilization
extension agent for assistance. agronomist or
Wheat Coastal Plain, Mineral Soil, low -leachable
In the Coastal Plain, wheat should be 1 at 1-1 Coastal
tee p anted from October 20-November 25. Plant 22 seed/drill row foot
1/2"p and increase the seeding rate by 5% for each week seeding is delayed
ond the
optimum time. See the seeding rates table for a
"Small Grain Production Guide". applicable seeding rate modifications in the e current NCSU
Also, increase the initial seeding rate by at least 10% when lent'
no -till. Adequate depth control when planting the wheat is essential.
"green and depth control
ation private oin planting
characteristics book"cs needed for your fromoprianconditions. Apply Review the NCSU Official Variety
denies to select a high yielding vane
ty with the
Phosphorus and potash recommended pp y no more than 301bs/acre N at planting
should be a mmended by a soil test can also be a
applied during the months of February -March. applied at this time. The remaining N
samples can be analyzed during the r'-March. The total N is dependent on the soil
management of diseases, insects and weeds are essential for e Plant
growing season to monitor the nutrient status of the wheat. Timely
profitable wheat production.
919586
Database Version 4.1
The following crop note applies to field(s): 2a
Date Printed: 07-22-2015 Crop Note Page 3 of 4

Double -Crop Soybeans, Coastal Plain: Mineral Soil, low -lease following crop note applies to field(s): 2a
Double -crop soybeans should beplanted low -leachable
as early in June as possible with planting completed
When no -tilling soybeans in small
plant populations. Review the grain straw, it is essential to by July 4th.
NCSU Official Variety " mage the straw to fromve adequate
companies to select a yielding n' "green book"and information private
Plant ani s to seed/row foot highfor iel drills; vae seed/row foot for
variety with the characteristics needed for your area and conditions.
and 8-10 seed/row foot for 36" rows. Increase the seedingrate
and 8-1 depth should "rand Increase
depth15" rower t 1 % or no -till foot for tin rows
reco by at least Pho for rus and potash
recommended for the soybeans can be a control is essential. Phosphorus potash
rec mm and are thesoapplied to the wheat in the Fall. Soybeans
normally gown without additions of nitrogen. However, applicationsproduce their own
N are sometimes made at planting to promote early growth
dining the growing ade at l monitor the ore ea nutrient sta mpjsonf be20a 01yzed
weeds and insectsn is essential for profitable double and vigor. Tissue samples can be analyzed
status of the soybeans. Timely management of
crop soybean production.
919586 Database Version 4.1 D----"""---
ate Printed: 07-22.2015 Crop Note Page 4 of 4

March 14, 2014
1 = 660 Feet
N
Brunswick County NC GIS
Disclaimer: Map and parcel data are belayed b be accurate, but accuracy is not guaranteed. The is not a legaldocument and should not be substituted for a title search, appraisal, survey, or for zoning verif cation

44.
EMERGENCY ACTION
PHONE NUMBERS
DWQ `I/o 395 39oa
EN1ERGENCY NLANAGEA, ENT SYSTEM 91 I •
SWCD R!a -g53- 2S-3o
NRCS 9r0 -353- 2Sc3°
•• = Tnis plan will be implemented in the event that
ove.�owin or 1 wastes from your ape. -anon are Iealdn
running off -site. You should not wait until
wastes reach surface waters or iezve
your property to consider
that you have a problem. You should make every effort to ewe
thzt
this does not happen r,
facEiz. The following are some action iterns you should take. , • , ��• . v:r,. ,
1. Stop the release of wastes. Depending on the situation, this may or may not be
Suggested responses to some possible problems are listed below. possioie
A. Lagoon overflow_possible solutions are:
a. Add so rtl 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 pcunping 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 dive on to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s)that
e. Evaluate the a caused the runoff:PPli cation 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 vzives to eliminate further
d. � �, � lea_ discharge.
P ks prior to restzr-dng 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 [eaks prior to restarting pumps.
E. Leakage E ors base or sidewal 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. ApproximateIy 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 [phone] After hours, emergency number: 9/9 733 39V0. 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. Tne corrective measures that have been 1,nger r•lti•TI,.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. Contact CES, phone number 910- 253 21 /o, local SWCD oEce phone number
'fib 253 2 0, and local NRCS office for advice/technical assistance phone number
9l0 253 R?3o
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 o$$s$e 6 Ro Weia FI c.t Into damage,
a. Contractors Name:
b. Contractors Address:
c. Cont—actors Phone:
6. Contact the technical specialist who certified the lagoon (MRCS, Consulting Engineer, etc.)
a. Name: _
b. Phone:
L- • LI ;'
A9 ` —/00
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the systent, and reassess the waste management plan to keep problems with
release of wastes from happening again.

Swine Farm Waste Management Odor Control Checklist
So►cree
Animal body surfaces
1.Iuur sou laces
Cruse HMI's to Minimize Odor
• Swine production 113 Vegetative or wooded buffers;
CI Recommendedbest management practices;
• IY'` Good judgment and common sense
• Dirly manure -covered animals C4- Dry Iloors
LI:u►urc collection Ails
• Wet manure -covered Iloors
LT Sloped Iloors;
n Walercrs located over slotted floors;
CI Feeders at high end of solid floors;
CI Scrape manure buildup from floors;
CI Underfloor venlilalion for drying
Sole Specific I'ruclic- es
• thine; lir- Frequent manure removal by flush, pit recharge,
• Partial microbial decomposition or scrape;
f7 Underfloor vcnlilaliou
Venlil,►liun eNhaust fans
• Volatile gases;
Dust
Indoor surfaces I)ust
Flush tanks
Fan maintenance;
Cl." Efficient air movement
• Agilalion of recycled lagoon
liquid while tanks are tilling
Flush alleys • Agilalion during wastewater
conveyance
r-
rl�' Washduwn between groups of animals;
0 Feed additives;
n Feeder covers;
GYFeed delivery downspout extenders to feeder
covers
F4' Flush Tank covers;
ci Extend fill lines to near bottom of I;u►ks with
anti -siphon veins
CI Underfloor Ilush will► underfloor venlil;►liun
lechingc points
• Agitation of recycled lagoon
f Extend recharge lines to near bottom ul' pits
liquid while pils are filling wi(Ii anti -siphon vents
Litt stations
• Agilalion during sump lank
tilling and drawdown
Cie Sump lank covers
Outside drain collection • Agitation during waslcwutcr
or junction burs conveyance
131' Dux covers
Alv1f1C - November 1 I, 1996, Page 3

End of drainpipes al
lagoon
Lagoon surfaces
Source :+ - • - r - -
Cause I1M1's to Minimize Odor Site Specific Practices
Extend discharge point of pipes underneath
lagoon liquid Icvcl
• Agitation during wastewater
conveyance
• Volatile gas emissions;
• Biological mixing;
• Agitation
Irrigation sprinkler
nuzzles
• I ligh pressure agitation;
• Wind drift
Storage tank or basin • Partial microbial decomposition;
surlacc • Mixing while filling;
• Agitation when emptying
Settling basin surface
Or Proper lagoon liquid capacity;
12/ Correct lagoon slartup procedures;
L� Minimum surface area-to-vohnnc ratio;
Ca" Minimum agitation whcn,purnping;
Ca Mechanical acraliou;
CI Proven biological additives
OrIrrigaiu on dry days with little or no wind;
Or -Minimum recommended operating pressure;
GlrPump intake near lagoon liquid surface;
O Pump from second -stage lagoon
0
0
O
Cl
Bottom or midlevel loading;
'I'uttk covers;
Busin surface mars of solids;
Proven biological additives or oxidants
• Partial microbial decomposition;
• Mixing while filling; •
• Agitation wlicn emptying
Mlanure, slurry or sludge • Agitation when spreading;
spreader outlets • Volatile gas emissions
Uncovered manure,
slurry or sludge on field
sun dices
!lead animals
e lixlend drainpipe outlets underneath liquid
level;
CI Remove settled solids regularly
• Volatile gas emissions while
drying
Dead animal disposal
pits
�Incincriiturs
• Carcass decomposition
CI Soil injection of slurry/sludges;
O Wash.residual manure from spreader after use;
n Proven biological additives or oxidants
O Soil injection ofshnry/sludges
17 Soil incorporation N14111111,18 hrs.;
Cl Spread in Thin uniform layers fur rapid drying;
CI Proven biological additives or oxidants
CY Proper disposition ofcarcasses
•
• Carcass decomposition
0" Complete covering of carcasses in burial pits;
CI Proper location/construction of disposal pits
• Incomplete combustion •
n Secondary slack burners
AIv1OC - November 11, 1996, Page �I

Mortality Management -Methods
(check which mcthod(s) arc b in2 implemented)
Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
'ger Rendering at a readeri, plant licensed under G.S. 106-163.7
Complete incineration
❑ In the case of dead poultry only, piacing in a disposal ph of a size and'desism
approved by the Department of Agriculture
CI Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
Insect Control Checklist for Animal Operations
Source Cause
Flush Gutters
Uvulas and fits
• Accumulation of solids
• Gusted Solids
111111's to Conlrul Insects
Liquid Systems
Ca' blush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
Cl Remove bridging of accumulated solids at
discharge
13' Maintain lagoons, settling basins and pus where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 inches over more than 30% of surface.
Excessive Vegetative • Decaying vegetation
tiiunlit
..
....Site Specific Practices _.._ .•
Err Maintain vegetative control along bunks oI'
lagoons and other impoundments to prevent
accumulation of decaying vegetative mailer
along Nvalcr's edge on impoundment's perimeter.

fZ
Source
Standing water
facilities
Manure tracked onto
public roads limn farm
Access
• Improper drainage;
• Microbial decomposition of
organic matter
Additional Information :
• Poorly maintained access roads
Grade and landscape such that water drains
away from facilities
Farm access roar) maintenance
IMIPs in i4Ii1 lillllLCnlllll' f-....^-.-...T.- ..._
�Silt! Specific Practices
Swine Manure Management ; 0200 RrticnlMP Packet
Swine Production Farm Potential Odor Sources and Remedies ; i l)AL Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment ; 1 E1AI_• 128-88
Swine Production Facility Manure Management: Underfloor Flush - lagoon Treatment ; MAI?. 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage ; 1 1)Ali 103-83
Calibration of Manure and Wastewater Application ligltipmcnt ; EIJAE Fact Sheet
Controlling Odors from Swine Buildings ; PII I-33
Environmental Assurance Program ; NI'PC Manual
Options fur Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies ; PRO107, 1995 Conference Proceedings
• AM(IC • November 11, 1996, Pale 5
Av;lilablc Frain :
NCSU, County Extension Center
NCSU- BAH
NCSU - IlAfi
NCSU- I1Ali
NCSU . IIAIi
NCSU - IlAli
NCSU - Swine Extension
NC Pork Producers Assoc
NCSU Agri Communications
Florida Cooperative Extension

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
El El Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Q Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
L—J 13B .0200.
' ✓ i u Rendering at a rendering plant licensed under G.S. 106-168.7.
Ela Complete incineration according to 02 NCAC 52C .0102.
El El A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
a El In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
El El Any method which, in the professional opinioniof the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
a
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be.done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4
`" gfr/9
Signature of FManager Date
Qyso.i e.440.4—•
3 -a/ - /9
Signature of Technical Specialist Date

Operator: Bennie King County: Brunswick Date: 04/13/97
Has the site evaluation been completed & approved: Yes
1. AVERAGE LIVE WEIGHT (ALM
0 sows (farrow to finish) x 1417 lbs. = 0 Ibs
0 sows (farrow to feeder) x 522 Ibs. = 0 Ibs
0 head (finishing only) x 135 Ibs. = 0 Ibs
0 sows (farrow to wean) x 433 Ibs. = 0 Ibs
6400 head (wean to feeder) x 30 Ibs. = 192000 Ibs
Describe other : 0 Ibs
Total Average Live Weight = 192000 Ibs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume =
192000 cubic ft (includes 0 cu. ft. add. treat. vol.)
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 48000.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)
Inside top width (feet)
Top of dike elevation (feet)
Bottom of lagoon elevation (feet)
Freeboard (feet)
Emergency spillway depth of flow(feet)
Side slopes (inside lagoon)
Total design volume using prismoidal formula
350.0
182.0
52.70
41.70
1.00
0.00
3.0 : 1
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 344.0 176.0 10.00
AREA OF TOP
LENGTH * WIDTH =
344.0 176.0 60544 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
284.0 116.0 32944 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
314.0 146.0 183376 (AREA OF MIDSECTION * 4)

CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
60544 183376 32944
Total Designed Volume Available = 461440 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width) + Surface area of connecting waste facility
350.0 182.0 0.0
63700.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet
TOTAL DA 63700.0 square feet
Design temporary storage period to riod to b e
5A. Volume of waste produced
Feces & urine production in gal./day per 135 Ib. ALW
Volume =
Volume =
B. Volume of excess water
Describe this area.
180 days.
1.37
192000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
350720 gals. or 46887.7 cubic feet
Volume = 1287.2 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 30976.0 cubic feet
50. 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 = 10.6 inches
Volume = 10.6 in * DA / 12 in. per ft. = 56056 cubic feet runoff
Volume = 0.0 in * lagoon DA/12 in./ft = 0 cubic feet evap.
Volume = 56056 cubic feet
5D. Volume of 25 year 24 hour storm 8.0 in.
Volume of "Heavy Rain" 8.0 in.
Volume = 16.0 inches / 12 inches per foot * DA
Volume = 84933 cubic feet
1.67

5E. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A. 46888 cubic feet
5B. 30976 cubic feet
5C. 56056 cubic feet
5D. 84933 cubic feet
5E. 0 cubic feet
TOTAL 218853 cubic feet
6. SUMMARY
Temporary storage period = 180 days
Rainfall during wettest period of storage===> 10.6 inches
Evaporation during storage period > 0.0 inches
25 year — 24 hour rainfall > 8.0 inches
Heavy rain 8.0 inches
Freeboard 1.00 feet
Side slopes 3.0 : 1
Inside top length = 350.0 feet
Inside top width 182.0 feet
Emergency spillway elevation(if planned) = = = = > 51.70 feet
Top of dike elevation 52.70 feet
Bottom of lagoon elevation 41.70 feet
Top of sludge elevation 43.10 feet
Total required volume 458853 cu. ft.
Actual design volume 461440 cu. ft.
Seasonal high watertable elevation (SHWT) = = = > 0.00 feet
Stop pumping elev. 47.67 feet
Must be > or = to the SHWT elev. > 0.00 feet
Must be > or = to min. req. treatment el.=> 47.70 feet
> 192000 cu. ft.
> 193394 cu. ft.
50.24 feet
Must be at bottom of F.B. & 25 yr. rainfall & heavy rain
Act. vol. less 25 yr. and heavy rainfall = = = = > 376507 cu. ft.
Volume at start pumping elevation > 376334 cu. ft.
Required volume to be pumped = 133920 cu. ft.
Actual volume planned to be pumped > 134433 cu. ft.
Min. thickyiess of soil liner when required = _ > 1.5 feet
Min. Required treatment volume
Volume at stop pumping elevation
Start pumping elev.
7 DESIGNED BY:
APPROVED BY:
DATE:

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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 buffers or setbacks and the 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:
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SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction equipment shall travel in a direction parallel to the main
axis of the fill. Clayey soils shall be compacted with a "sheepsfoot"
or tamping roller. Compaction of the fill material shall be in accord-
ance with the specified requirements for compaction and moisture.
For the embankment, use the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a NRCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 3
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material unless otherwise specified. When smooth
or hard, the previous lift shall be scarified and moistened as needed
before placement of the next lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS

When specified, the contractor shall construct an observation trench
along the entire length of the embankment to a minimum of five feet
in depth. The trench shall have a bottom width adequate to accomodate
the equipment used for excavation, backfill, and compaction operations
SHEET 3 OF 3
and the side slopes shall be 1:1 or flatter. When tile drains are
encountered, the tile shall be removed to a minimum of 15 feet beyond
the downstream embankment toe as measured perpendicular to the
embankment. If a tile line exists above the embankment it -shall be
rerouted around the lagoon in an approved location. Backfilling
and compaction in the trench shall be in accordance with the EXCAVATION
AND EARTHFILL PLACEMENT requirements.
BOTTOM AND EDGES
The bottom of all lagoons shall be approximately level. The side
slopes shall be uniform from top to bottom. Scarify the bottom and
side slopes of the lagoon a minimum depth of six inches and compact
with a "sheepsfoot" or tamping roller to decrease the permeability
of the finished bottom and side slopes.
QUALITY ASSURANCE
During construction of the earth embankment, a qualified inspector
as designated by the designer must be on site during construction
as necessary to verify proper construction. Testing will be required
as deemed necessary by the inspector and/or designer.
During construction of a clay liner, a qualified construction
inspector as designated by the designer must be on site during con-
struction as necessary to verify the liner is installed in accordance
with NRCS South National Technical Center (SNTC) Technical Note
716 (Revised September 1993). In the absence of supervision of
construction by a qualified inspector, the liner must be tested to
verify a maximum hydraulic conductivity of 0.000001.25 cm/sec.
When testing is required, the owner will be responsible for furnish-
ing test results and certification that the construction meets
the design requirements. Any tests and certification should be
performed by a certified laboratory.

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.
in accordance with
markers shall be
the temporary
necessary to
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 buildingswith 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 50.24 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 47.67 . This temporary
storage less 25 yr and heavy rain contains 134433 cubic feet or
1005557 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.