710087_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: 71-0087 Certificate Of Coverage Number: AWS710087
2. Facility Name: Lucas Carter Farm
3. Landowner's Name (same as on the Waste Management Plan): Lucas Carter
4. Landowner's Mailing Address: 3461 Alpine Church Rd
City: Harrells State: NC Zip: 28444-7910
Telephone Number: 910-260-0063 Ext. E-mail:
5. Facility's Physical Address: 3558 Indian Hill Rd
City: Ivanhoe State: NC Zip: 28447
6. County where Facility is located: Pender
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): Lucas L. Carter Phone No.: 910-260-0063 OIC #: 996425
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
Wean to Finish
Wean to Feeder
Farrow to Finish
Feeder to Finish
Farrow to Wean
Farrow to Feeder
Boar/Stud
Gilts
Other
Swine - Wean to Feeder 6,400
Cattle Dry Poultry Other Types
Dairy Calf Non Laying Chickens Horses - Horses
Dairy Heifer Laying Chickens Horses - Other
Milk Cow Pullets Sheep - Sheep
Dry Cow Turkeys Sheep - Other
Beef Stocker Calf Turkey Pullet
Beef Feeder
Beef Broad Cow
Other
RE4iW E-10ir
Wet Poultry
Non Laying Pullet
Layers
APR 092019
tiHofer ()oak!!
Regional al uperations Section

WY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
&recur
NORTH CAROLINA
EnvIronnrental Qualify
February 27, 2019
Lucas Carter
Lucas Carter Farm
3461 Alpine Church Rd
Harrells, NC 28444-7910
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 httns://dest.nc.eov/about/divisions/water-resources/water-quality-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 \ our continued coverage under the State Non -Discharge General Permits. you must submit an apilication for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed, signed and returned by April 3, 2019.
Please note that you must include one (11 c00% of the Certified Animal Waste Management Plan ICAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on nage 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
Pender County Soil and Water Conservation District
AFOG Section Central Files - AWS710087
Murphy -Brown LLC
N,•t4-Caro raDeoartTe^tofEry-or r^rta 4.a tp I D vs orofWaterResotroes
512 N. Se sbtry St. 116b6 h'a 'Sen.'Sen. oe:erter I Rs a gF , NortF :.s o s 27699-163£
919.737.9000

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)
I]/�.t
DPI
/,
19. 0,
C 16
X
I"a
3 2-Le3
27.00
/�
KP I
grl,i e _ ,Lil
% G �
, —
CI A-1,�
]X
1697
7/ 3
2J(• .Iv'- 7,
19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP). signed b► the 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: L1A C " 1� ' Title:
Signature: t f! ~ r Date:
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

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 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.
El El Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
ElEl Complete incineration according to 02 NCAC 52C .0102.
El
El A composting system approved and permitted blithe 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.
Q Q 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).
CI El Any method which, in the professional opinionwof the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be•.done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance. _
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
1//r69
Signature of Farm Owner/Manager • Date
3- 3(--(9
Signatu le' of Specialist Date

4/3/2019
.tv, , ,. e
aps 3558 Indian Hill Rd
3558 Indian Hill Rd - Google Maps
Imagery ©2019 Google, Map data ©2019 Google 1000 ft
httpsJ/www.google.com/maps/place/3558+Indian+Hill+Rd,+Ivanhoe,+NC+28447/@34.6522898, 78.1481387,2361m/data=!3m1!1e3!4m5!3m4!1s0x89... 1/1

Nutrient Management Plan For Animal Waste Utilization
05-03-2014
This plan has been prepared for:
Lucas Carter Nursery
Lucas Carter
3461 Alpine Church Rd.
Harrells, NC 28444
[phone]
This plan has been developed by:
Greer Moore
Clear Run Farms Consulting Services
PO Box 33
Harrells, 28444
(910)385 f45
P ve1oper 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. 1 have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
r
t
Signature (owner)
Signature (manager or producer)
Date
Date
This plan meets the minimum standar�ds and specifications of the U.S. Department of
Agriculture - Natural Resources Ccns'ervation Service or the standard of practices
adopted by the Soil and Wate C n ‘rvation Commission.
Plan Approved By:
Technic Specialist Siwature
S3- /'
Date
415867 Database Version 3.1 Date Printed: 05-03-2014 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
2815
Incorporated
4835
Injected
5325
Irrigated
3060
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (1 bs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
3,060
6881
-3,821
2,748,498
-1,526,098
Year 2
3,060
7257
-4,197
2,898,900
-1,676,500
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.
415867 Database Version 3.1 Date Printed: 05-03-2014 Source Page 1 of 1

WUP Amendment for Lucas Carter Nursery (71-87)
Producer has option of grazing F2 (Pulls 1-3), Bermuda Field. This will be a graze/hay
combination field. Should cows remain on this field a PAN rate of 222 lbs. of N/acre
should be used. The hay rate (no cows on field) is specified in the WUP (296 lbs. N per
acre). Hay yields must be recorded and kept with farm records.
Greer Moore
Clear Run Farms Consulting Services
Private Technical Specialist
3/05/15

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 avai lab le.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
`
RYE
I
7275
Field 411
A
11.96
11.96
• I
N/A
Goldsboro
w
Com, Grain
130 bu.
•
Wheat, Grain
65 bu.
Soybeans, Manured, Double Crop
38 bu_
7275
Field #2
9.73
9_73
N/A
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
7275
Field #3
5.97
5.97
N/A
Goldsboro
Corn, Grain
130 bu_
Wheat, Grain
65 bu.
Soybeans, Manured. Double Crop
38 bu.
PLAN TOTALS:
27.66 27.66
LI
Potential Leaching
Technical Guidance
7
Low potential to contribute to soluble
nutrient leaching below the root zone.
_
None
>_
<= 10
Moderate potential to contribute to
soluble nutrient leaching below the root
'one.
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 soi Is 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).
415867
Database Version 3.1 Date Printed 5/3/2014
NOTE: Symbol * means user entered data.
PCS Page 1 of 1

Waste Utilization Table
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Comm.
Fen.
Nutrient
Applied
(Ibs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(Ibs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(ac're)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
7275
Field # 1
S5
Goldsboro
1.1.96
11.96
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
Irrig.
68
27.16
0.00
324.86
0.00
7275
Field #1
S5
Goldsboro
11.96
11.96
Soybeans, Manured, Double Crop
38 bu.
4/1-9/15
149
0
0
Lrrig.
149
59.52t_
0.00
711.82
0.00
7275
Field #2
S5
Goldsboro
9.73
9.73
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Lrrig.
50
19.97
0.00
194.33
0.00
7275
Field #2
S5
Goldsboro
9.73
9.73
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Lrrig.
296
118.24
0.00
1,150.42
0.00
7275
Field #3
S5
Goldsboro
5.97
5.97
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
Lrrig.
68
27.16
0.00
162.16
0.00
7275
Field #3
S5
Goldsboro
5.97
5.97
Soybeans, Manured, Double Crop
38 bu.
4/1-9/15
149
0
0
Lrrig.
149
59.52
0.00
355.32
0,00
Total Applied. 1000 gallons
2,898.90
Total Frock ced, 1000 gallons
1,222,40
-
Balance, 1000 gallons
-1,676,50
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1. 1n the tract column, - symbol means l.eased, otherwise, owned.
2. Symbol * means user entered data.
415867 Database Version 3.1 Date Printed: 5/3/201.4
WUT Page 2 of 2

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 appl ications 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 eachfield 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 ].
Tract
Field
Source
ID
Soil Series
Total
Acres
Use,
Acres
Crop
RYE
T
Applic,
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res,
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(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
7275
Field NI
S5
Goldsboro
11.96
11,96
Corn, Grain
130 bu.
2/15-6/30
148
0
20
Irrig.
l28
51.13
0,00
611,50
0.00
7275
Field #1
S5
t ioldsboro
1 1.96
11,96
Wheat, Grain
65 bu,
9/1-4/30
136
0
0
[Trig.
68
27.16
0.00
324,86
0.00
7275
Field #2
S5
<ioldsboro
9.73
9,73
Small Grain Overseed
1,0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
194.33
0.00
7275
Field#2
S5
Goldsboro
9.73
9,73
Hybrid Bermudagrass Hay
6,5Tons
3/1-9/30
296
0
0
Irrig.
296
118.24
0.00
1,150,42
0.011F
7275
Field #3
S5
Goldsboro
5.97
5.97
Corn, Grain
130 bu.
2/15-6/30
148
0
20
brig.
128
51.13
0.00
305.24
0,011
7275
Field #3
S5
Goldsboro
5.97
5.97
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
irrig.
68
27.16
0.011
162,16
0.00
Total Applied, 1000 gallons
2,748.50
Total Produced, 1000 gallons
1,222.4U
Balance, 1000 gallons
-1,526.1f1
Total Applied, tons
.&
0.00
1 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.
415867 Database Version 3,1 Date Printed: 5/3I2014
WUT Page 1 of 2

The In-igation 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)
7275
Field #1
Goldsboro
0.50
1.0
7275
Field #2
Goldsboro
0.50
1.0
7275
Field #3
Goldsboro
0.50
1.0
415867 Database Version 3.1 Date Printed 5/3/2014
NOTE: Symbol * means user entered data.
IAF Page 1 of 1

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
Corn 120 bu 150
Flay 6 ton R.Y.E.
Soybean 40 bu
300�
160
Maximum Sludge
Application Rate
I000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
13.16
2632
14.04
16.29
8.14
15.27
32.58
16.29
30.54
Minimum Acres
15 Years Accumulation
48.87
24.43
45.81
415867 Database Version 3.1 Date Printed: 05-03-2014 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 thc 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.
fl' aita12l4 TT
Source Name
Li710,.. LlL JLRiL4 4141/41%4Ai V
Swine Nursery Lagoon Liquid
Design Storage Capacity (Days)
Start Date
911
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
69
1
2
102
1
3
172
1
4
180
1
5
180
1
6
180
0
1
7
180
1
8
180
1
i
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 1
2
8
180 I
2
9
180
2
10
161 y
2
11
143
2
12
124
Available Storage Capacity is calculated as of the end of each month.
Preview Database Version 3.1 Date Printed: 05-03-2014 Capacity Page 1 of 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, MRCS 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.
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).
Preview Database Version 3.1 Date Printed: 5/3/2014 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
Bonding 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.
Preview Database Version 3.1 Date Printed: 5/3/2014 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 i dustrial 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.
Preview Database Version 3.1 Date Printed: 5/3/2014 Specification Page 3

22. Waste shall be tested within 0 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.
Preview Database Version 3.1 Date Printed: 5/3/2014 Specification Page 4

The following crop note applies to field(s): Field #2
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15 November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test call 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): Field #1, Field #3
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): Field # I, Field #3
Double -Crop Soybeans, Coastal Plain: Mineral Soil, low -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.
Preview Database Version 3.1 Date Printed: 05-03-2014 Crop Note Page 2 of 2

Crop Notes
The following crop note applies to field(s): Field #1, Field #3
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 Ibs/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): Field #2
Bermudagrass Coastal Plain, 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 bulac 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.
Preview Database Version 3.1 Date Printed: 05-03-2014 Crop Note Page 1 of 2

Landowner/Operator Name:
Facility Numbers:
Table 1-
Tract Number
Field Number
Line Number
Optional Pulls
tei
Telephone:
Approximate
Maximum
Usable Size
of Field
acres)
IRRIGATION SYSTEM DESIGN PARAMETERS
1Nal& I —a _( 101 83-1103 a_____ nd porter (Q10) 28 465R
FIELD SPECIFICATIONS
Soil T e
Goldsboro
Goldsboro
Goldsboro
Goldsboro
Goldsboro
Goldsboro
Goldsboro
Goldsboro
Goldsboro
'Slope
ova
Cro
Corn -Wheat -Soybeans
Corn -Wheat -Soybeans
Corn -Wheat -Soybeans
0-2 Corn -Wheat -Soybeans
Corn -Wheat -Soybeans
Corn -Wheat -Soybeans
Corn -Wheat -Soybeans
Corn -Wheat -Soybeans
County: Pendes _
Date; 11-a-48
Maximum
Application
Rate
in/hr
Maximum
Application
per Irrigation
cycle
(inches
0.50
0.50
0,50
C cies Per Year
6 cycles per year
6 cycles per year
6 cycles per year
6 cycles per year
6 cycles per year

VALVF
4 MC.L. ALUM. .
t1C BUT TERFL
. • - •
• P C
VRVEY P

Mortality 11•Ianagement Methods
(check which method(s) are beings implemented)
C► Burial three. feet beneath the surface of the around within 11'tours after
knowledge of the death. The burial must be at least 300 feet from limy flowing
stream or public body of water.
Rendering at a readerim! plant licensed under G.S. 106-163.7
Complete incineration
0 In the case of dead poultry only, placing in a disposal pit of a size and' design
approved by the Department of Mricult u•e
CI Any method ►vlticli 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
:I p 11 rL'L' L......- -- - no.......r+....��......-euuas.+lo._. _. _...,. ... .... .......�' .... _ _....ua.�.u.aaoau--�'- - hnuse 111191's to Control Insects Site Specific I'rncticcs
Liquid Systems
• I:Ia,1t Cullers
• Act:uundaliun of solids
1J1Ur+ans tool !'its • Crusted Solids
Ii><Cessrve Veuchnive • Decoying vel;eutiltut
t it+ntillt
rl, t� u
lvluimoit% Iugnnns, seulinn basin% and pits miter: C,' g
es' S.
pest breeding is nilpotent to minimize thec_
t:rusliul; of stows ton depth of no more than 6 - .> o
/ II inches ovt:r more than Jll°l° of surface.
XMaintain vegelativu cannot along links of ,C
lagoons nett oilier impoundments to prevent
ttectlluulatlon oftict:nyiul; vegetative matter
along tvutet•':; edge on impoundment's perimeter.
G flush system is designed and upertticti
sufficiently Io remove uccmuulatctl solids front
$Alters as designed.
Cl Remove britILlog of accumulated solids at
x, disrl t l

Swine Farm 'Waste Management actor Control Checklist
,_
416.41.164
111111'45 In nlinhnlze ()rtur•
Fill111Sieild • :itvlllp tnlll(iit i oq Vegetnlive or lvotnlcd buffos;
Animal body sot faced • I )itty manure -covered orients
1'111111llii r'aCCS
• Wel ulanurt: t rvered flours
Manure collection pia
Urine;
• I'illliid microbial decomposition
Vclltilotion exhaust fans • Villaii1 gases;
Dust
1ni111ur sui facto
1.1ifsli !Make
• Dust
Itcconintcndcdhesl management %%radices;
Good judgment and common sense
Dry floors
iL YialYii.11•M
Site Spec! fll: I'r•aci Ices
Slotted Iloors;
Waterers located over slotted floors;
0 feeders at high end of solid !lours;
CI Scrape nttinurc hu(Idup Pion! flours;
CI tJnticrflnnr ventilation for drying
Ncqucni moon c removal by flush, tail recluirgt:,
nr scrape; •
Ci Underfloor ventilation
hut Ilialliteltancc;
Efficient air movement
Wushiluwn between groups ol•anionds;
vuell uddilivts;
veeder covers;
Peed delivery downspout extenders in feeler
covers
• Agit:Ilion of recycled lutfoon
liyuld tvllilt: lurks ire Iilliuu
t'luslr alleys
iccluu•gc points
I.it! stations
• AONO
iun dininj wnsluwaicr
conveyance
• Agitation of recycled lagoon
IIlllilti %v111Iu Hits are 11111ltg
Cl Hush tank covers;
CI Extend fill lines to near bottom or mph with
a111I siphon vents
CI Underfloor flush tiviih underfloor ventilation
• Agilulioudot iug sump iiiuk
lilting Hill arn%vdown
fa Extend Icctulrt;e lines to netu' lluiluin tri•Ilils
%vial un11•siphutt vents
C1 :romp look cuvt;rs
• ()inside drain collection • Agitation donna; wustt:water CI Box covers
Ilf jtiu lim boxes cullveymica
I N
.(1(. • 1•lnv1111111ur 1 t,1996,• Pilo 3
a
%

�tlllr'L'U
aaa.AAA a...1aca.ceaa.. y Mwasa
I r t! of dr{inpiltcs a ��� 116i1' to llglul1,{ -� ,s.., I • A ,tt.
lagoon
t,' ,niuu doting waslu►vater
conveyance
l.ul;unrr sot faces • Volatile Bus emissions;
• IIiulogIcul mixing;
• A rilnlion
illlgnliun spriuLlcr • Il igh pressure agitation;
nozzles
• Wind drill
:;uupgl t;u,l u( L;tzin • 1'seliuil n{ierubiill llccuulpusiliuu;
silt hied
• MI ixh11; while filling;
• Auhallon when emlllylug
Sellhal; basin sit Glee
Manure, slurry or shill''
spreader outlets
• !'at tlel microbial dccompnsiliun;
• Mixing tvliflc filling;
• Agitation where emptying
e • Auiluti()n whet' spreading;
• Vnlallle gas emissions
llncuvcri;d ruunure, • Vulntilt 1;us cnilssl*n,s tv1iilu
slurry or sludge on field (hying
sir litres
petal animals • CilrCiisS deCluil111oSilion
—Dead anij,oii disposal • Carcass deeoillposililm
11its
Inc inent es
• 111C11niplele conIhusliun •
'''CIC-Novetltber II, 191)6r, NIP
•
•
ic I. _, s
xlcod discharge puinl ul pipes underneath
Iogootl liquid level
1 Proper lngoul1 liguld cirprichy;
.: Currecl lagoon startup procedures;
Minimum snrfiico area-lo-volume roil();
Minimum ngilallon wlil:n,pinnplrrg;
Cl Mechanical aeration;
CI Proven hiulogictil ulldirivcs
1 Irriglliu on illy flays will) little or no ►vial;
M1uJnIuut recommended nperalIng pressure;
Pump iutnke near lagoon liquid surface;
0 1'urnl) frail, second -stag, lagoon
Cl liottoil ur midlevel loading;
CI 'Tank covers;
Cl 1)'sin serf{tee 111M5 of soihls;
Cl 'Proven biological nthlilivcs or oxidants
Cl lixlcnd drainpipe outlets tuulcrucnih liquid
level;
!7 Remove soled solids regularly
C1 Soil injection ufslurry/shulges;
Cl Wnsli•resirinld manure from spread(;r rifler use;
CI Proven biological additives itives or oxidants
CI Soil injection ufslurry/sludges
CI Soil hicorporlllltni willilu 410 hrs.;
CI Spread In thin iwlftirui layers for rapid drying;
la Proven biological additives or oxidants
Proper disposition ofenrcasses
CI Conip1ele coveting of rnrclIsscs in burial piis;
CI Proper Inentiun/conslrncliou nl•disposall pits
CI Secondary stuck homers
iIl' Odor ar...w.a�.rcrwwaa.naaatna..uaL'nala.a.n-.Y.q
Slle tipel llic I'rn11 es

•
•
ircc•- ..
Si;u,fhnl: water around Cnosu
• lutli,operdrniuul;c; —= ;illeSftcilllc I'incllccs
ldo tiles Grade nod landscape such dud water drains l�
• MlicrulrGd decomposition of --~ -�- -- --- - •- --� �� aunty front front facilities
orgnolc rower •
hlnnirre trucked auto • Ponr ly ntuhtLtinctl access tuutls
piddle roads lirnrt humFanrt access Font! tnninicnaucu
necess •
Additional Infonnritlnn :
Swine Mnnore Moringcntenl ; 02011 J1tdc/1JM1' Nickel Stvina Production Mom Pateullal Odor Sources and Remedies ; IU)A!! Fact Sheet
:;wine l'rodncilen I'uclthy Manure Maungciiicil: Pfl fleet ur te-
Lnf,nun'I'rr:ninrcul; I:llAls 12a•IIJt
`wine Production 1�ucility tvlunuia Mnnntie iictil: Underfloor !'Irish - Lagoon Trcninicni ; !MAR 129-p8
! h
Lagoon Design tool Mruorl;croenl litr Livestock Monte Trt:nimeol nod Stora • ; r
Calibration of i l mire nod Wn li
nstt:water Applicatiogtd nen(; I:IJAI; Fncl Sheet
Controlling Odors from Swine lfuildiugs ; P111.33 L41s1)A1.111�•U]
I;uvlronwentul Assunuicc Progrnnt ; NPI'C Moroni
Options for tInnughrg Odnr; n report from Cite Swine Odor Task force
Mahlon Cnoceriis Isi Anhuul Manure Munngeinent: Odors tort) flies ; 1'I10107, 1995 Conference ► i
I � Proceedings
' ': • I4uvcm•
liur 11, l'9'fr, I'uite 5
Avnihrile From : •.
NCSI), Nobly (£xl.usiun Center
NCSIJ - IIAl1
NCS1i - IlAli
NCSIJ..IIAI1
NCSU - IlAli
NCS11- I1AII
NC=S11- Swine i?xlallslun
NC fork Producers Assoc
NCI 11 Aar) Cmmmmnlctrllnirs
Floritht Cnnpernilvu Ifxionslun
•

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the•.system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 yr - 24 hr storm for the location and a
heavy rain factor. The volume of waste generated from a given number
of animals will be fairly constant throughout the year and from year to
year, but excess rainfall will vary from year to year. The heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
pumping cycle, but this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
installed to mark the upper and lower elevations of the temporary
storage (pumping volume). Pumping shall be done as necessary to
maintain the liquid level between these markers.
Pumping can.be started or stopped at any time between these two -
elevations for operating convenience as site conditions permit,•such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 52.58 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 50.24 . This temporary
storage less 25 yr and heavy rain contains 63304 cubic feet or
473512 gallons.

4
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 runa£f 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.

EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ gin 3q5 a o
EMERGENCY MANAGEMENT SYSTEM 911
SWCD qiQ 0159 rrrj as
NRCS 970 .4 5'9 V30S
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running offsite. 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
Tne 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 runoE
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.
APR 0 9 2019
Waterthiality

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 g110 .395 3900, After hours, emergency number: 9l9 733 0W-2-- 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. Contact CES, phone number gio A /-R 3-c, local SWCD office phone number
qiu dsy /63v5-, and local NRCS office for advice/technical assistance phone number
yin anti 9305
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.
G&sName:
- c.e (
b. Contractors Address: •., ,,s ` t✓ 1--,�:k-r -tits hi L.
c. Contractors Phone: - `. , C. * l C9 4 r . —to t., 3
6. Contact the technical specialist who certified the lagoon (MRCS, Consulting Engineer, etc.)
a. Name: rn i 1//n%sa id r C S1A-/ Ai
b. Phone: t(d eel& _goo *o 5 a 27 a 3
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems with
release of wastes from happening again.

3ei''1
n +erator: = County: Pender
Distance to nearest residence (other
1. AVERAGE LIVE WEIGHT (ALW)
O sows (farrow to finish)
O sows (farrow to feeder)
head (finishing only)
O sows (farrow to wean)
3200 head (wean to feeder)
Describe other :
Date: 12/12/95
than owner): >1500 feet
x 1417 lbs.
x 522 lbs.
x 135 lbs.
X 433 lbs.
x 30 lbs.
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 96000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 96000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet ftJL7( ( qc)-5-r' 13yuttaPooPirde-
4. TOTAL DESIGNED VOLUME
Inside top length (feet)
Inside top width (feet)
Top of dike elevation (feet)
Bottom of lagoon elevation (feet)
Freeboard (feet)
Side slopes (inside lagoon)
Total design volume using prismoidal
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2
3.0 3.0 3.0 3.0
AREA OF TOP
LENGTH * WIDTH =
254.0 109.0
AREA OF BOTTOM
LENGTH * WIDTH =
200.0 55.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
227.0 82.0
formula
260.0
115.0
50.8
40.8
1.0
3.0 : 1
O lbs
O lbs
O lbs
O lbs
96000 lbs
0
96000 lbs
LENGTH WIDTH DEPTH
254.0 109.0 9.0
27686 (AREA OF TOP)
11000 (AREA OF BOTTOM)
74456
(AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
27686.0 74456.0 11000.0 1.5
Total Designed Volume Available = 169713 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
260.0 115.0 29900.0 square feet
Buildings (roof and lot water)
0.0 square feet
TOTAL DA 29900.0 square feet
Design temporary storage period to be
5A. Volume of waste produced
Feces & urine production in gal./day per
Volume = 96000 lbs. ALW/135 lbs. ALW *
Volume = 175360 gals. or 23443.9 cubic
5B. Volume of wash water
Describe this area.
180 days.
135 lb. ALW
1.37 gal/day
feet
1.37
180 days
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day *
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall
180 days storage/7.48 gallons
per CF
Volume = 7.0 in * DA / 12 inches per foot
Volume = 17441.7 cubic feet
7.0 inches

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per
Volume = 18687.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 23444 cubic feet
5B. 0 cubic feet
5C. 17442 cubic feet
5D. 18688 cubic feet
TOTAL 59573 cubic feet
6. SUMMARY
foot * DA
Temporary storage period >
Rainfall in excess of evaporation >
25 year - 24 hour rainfall >
Freeboard >
Side slopes >
Inside top length >
Inside top width >
Top of dike elevation
Bottom of lagoon elevation >
Total required volume
Actual design volume
Seasonal high watertable elevation (SHWT)===>
Stop pumping elev. >
Must be > or = to the SHWT elev. >
Must be > or = to min. req. treatment el.=>
Required minimum treatment volume
Volume at stop pumping elevation
Start pumping elev.
Must be at bottom of freeboard
Actual volume less 25 yr.- 24 hr.
Volume at start pumping elevation >
Required volume to be pumped >
Actual volume planned to be pumped >
Min. thickness of soil liner when required==>
> 96000
> 109373
> 49.1
& 25 yr. rainfall
rainfall==> 151026
150862
40886
41489
1.5
180 days
7.0 inches t-
-1 O feet > �
3.0 1
260.0 feet
115.0 feet
50.8 feet
40.8 feet
155573 cu. ft.
169713 cu. ft.
46.5 feet
47.4 feet
46.5 feet
46.8 feet
cu. ft.
cu. ft.
feet
*
cu. ft.
cu. ft.
cu. ft. *
cu. ft. *
feet

z �r
7. DESIGNED BY:
APPROVED BY:i0 ©��$$1Q4's 4 +'.
DATE : Z 1 DATE: i Z/ / 1/ /
E
f 16415
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN G' •'• �,
COMMENTS: c t 7 �Gf .. / 9 V
���'�''n•N`��,�,w
CO
�Z��
A47 rt pp,/
,4 ezeli clstt 11 •x rc q G�€c roc k .
*Note: Engineering approval is for minimum design standards
and is based on pre -construction site and soils investigations. svLT"
Technical specialist shall verify soils during construction, coJ
with Engineer on any required modifications, and perform final
as -built certification. Technical specialist is responsible
for excavation calculations and nutrient management plan.
Technical specialist to verify with owner/operator (1) all
applicable setback distances, and (2) excavation of known
tile drains in construction area before sitework begins.

•
14
ZhE
My
4
1
3
•
.M
a.
i
/WY
, A N
1
l
•

SOILS & SUE EVALI ION
Farm:
Operation: A - /6DJ 4k-f
State Road #
Date:
County: ik2E/T hE
Distance to nearest residence: 2DDD
Number of homes within half -mile radius:
Number of homes within one mile radius:
Distance to closest swine producer: fZ
Distance to Feedmill:
Wetland Information:
Comments:
Depth
(f )
1
2
3
4
5
6
7
0-1
"-
1-2
5»;thc.
2-3
§ C
-�
3-4_
5j �
4 -
5-6
,. (
)'
6-7
-G
is+-
7-8
%
8-9
(G yr
G/ r -
9 -10
j G r
rti`/ .e
10-+
* Seasonal High Water Table
Borings made by:
Signature & Title:

Operator:Kelly Porter County: Fender Date: 10/26/96
Has the site evaluation been completed & approved: yes
1. AVERAGE LIVE WEIGHT (ALW)
O sows (farrow to finish)
O sows (farrow to feeder)
O head (finishing only)
O sows (farrow to wean)
3200 head (wean to feeder)
Describe other :
x 1417 lbs. = 0 lbs
x 522 lbs. = 0 lbs
x 135 lbs. = 0 lbs
x 433 lbs. = 0 lbs
x 30 lbs. = 96000 lbs
0 lbs
Total Average Live Weight = 96000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 96000 cubic ft (includes 0 cu. ft. add. treat. vol.)
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 24000.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) 210.0
Inside top width (feet) 165.0 `--
Top of dike elevation (feet) 55.00
Bottom of lagoon elevation (feet) 44.00
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 3.0 204.0 159.0 10.00
AREA OF TOP
LENGTH * WIDTH
204.0 159.0
AREA OF BOTTOM
LENGTH * WIDTH =
144.0 99.0
32436 (AREA OF TOP)
14256 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
174.0 129.0 89784 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
32436 89784 14256 1.67

.
Total Designed Volume k;lailable = 227460 CU. FT.
APR 0 9 2019
WaterQuality
Regional Qperations Section

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length'* Width ) + Surface area of connecting waste facility
210.0* 165.0 0.0
34650.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 34650.0 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 = 96000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 175360 gals. or 23443.9 cubic feet
5B. Volume of excess water
Volume = 643.6 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 15488.0 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 = 8.4 inches
Volume = 8.4 in * DA / 12 in. per ft. = 24140 cubic feet runoff
Volume = 0.0 in * lagoon DA/12 in./ft = 0 cubic feet evap.
Volume = 24140 cubic feet

5D. Volume of 25:year 24 hour storm 7.6 in.
Volume of "Heavy Rain" 7.6 in.
Volume = 15.2 inches / 12 inches per foot
Volume = 43890 cubic feet
5E. Additional volume as follows:
* DA
TOTAL REQUIRED TEMPORARY STORAGE
5A.. 23444 cubic feet
5B. 15488 cubic feet
5C. 24140 cubic feet
5D. 43890 cubic feet
5E. 0 cubic feet
TOTAL 106961 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
rdL.
0.0 inches
8.4 inchesA
inches
inches L?
. feet
3.0 : 1
210.0
165.0
54.00
55.00
44.00
45.56
226961
227460
49.00
50.24
49.00
feet
feet
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
feet
feet

Must be > or = to min. req. treatment el.( 50.00 feet
Min. Required treatment volume > 96000 cu. ft.
Volume at stop pumping elevation-------------> 96200 cu. ft.
Start pumping elev. >. 52.58 feet *
Must be at bottom of F.B. & 25 yr. rainfall & heavy rain
Act. vol. less 25 yr. and heavy rainfall====> 183570 cu. ft.
Volume at start pumping elevation--------- > 183562 cu. ft.
Required volume to be pumped > 63071 cu. ft. *
Actual volume planned to be pumped— ---------> ---------> 63304 cu. ft. *
Min. ti.-loess of moil liner when required==> 1.5 feet
-";";
7. DESIGNED BY: APPROVED BY: Se.e. -go.p. XAG
ef—
DATE:
DATE:

7. DESIGNED B
DATE:
APPROVED BY:
DATE:, 1i/4/ 9.
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
ENGINEER'S NOTES: Engineering approval is far minimum design standards and is based on pre -
construction site and soils investigations by Brown's of Carolina Technical Specialist 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 deemed necessary, and for arranging final inspection of lagoon. Final inspection and any
required testing must be performed by and/or coordinated with the engineer. Brown's of Carolina technical
specialist is responsible for excavation and fill calculations and for nutrient management plan.
OTHER SITE -SPECIFIC NOTES: