960182_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: 96-0182 Certificate Of Coverage Number:
2. Facility Natne: Ed Stevens
3. Landowner's Name (same as on the Waste Management Plan): Ed ns
— S tev e
4. Landowner's Mailing Address: 2977 Old Grantham Rd
City: Goldsboro State: NC
Telephone Number: 919-689-9791 Ext. E-mail: stevensfarm[a) m 't1
5. Facility's Physical Address: 2273 ld Gr ntham R
City: Goldsboro State-
6- County where Facility is located: Wayne
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"):
10. Operator Name (01C): Geom Edvar Stevens
11. Lessee's Name (if there is not a Lessee, write "None"):
.com
NC
Ed Stevens
919-689-9791 Ext.
GG�baro Hoe Farm nc
Phone No.: 919-689-9791
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Feeder to Finish 6,400
Operation Types:
4 ne
Wean to Finish
Cattle
r P Itry
Wean to Feeder
Dairy Calf
Dairy Heifer
Non Laying Chickens
Farrow to Finish
Milk Cow
Laying Chickens
Feeder to Finish
Dry Cow
Pullets
Turkeys
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultry
Gilts
Other
Other
Non Laying Pullet
Layers
AW 960182
Zip: 27530-9796
Zip: 27530
OIC #: 25278
Other Tvnes
Horses - Horses
Horses - Other
Sheep- Sheep
Sheep - Other
MAR 2 8 2019
wawQuaiilr
7,eglonal Operations sect w

13. Waste Treatment and Storage Lagoons (Verily the following iufonnation is accurate and complete. Mike all necessary
corrections and provide missing data.)
Estimated
Liner Type
Estimated
Design Freeboard
Structure
Date
(Clay, Synthetic,
Capacity
Surface Area
1
"Redline"
Name
Built
Unknown)
(Cubic Feet)
(Square Feet)
(Inches)
#1
6/28/1994
L 0 t,{
t --2)( ) yC 131
1'72,497.00
19,00
m,-iil line I I) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215. 1 OC(d) to the address below.
The CAWMP must include the following components:
I The most recent Waste Utilization Plan (WUP), signed by thy owner and a certified technical s ecialist, 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 MRCS Standard specifications
A site map/schematic
3. Emergency Action Plan
4 Insect Control Checklist with chosen best management practices noted
S. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
9 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]
,AECE11lE !" '
mAg 292019
wawgaualk
J'egJ Wi 0W"W5

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name:��-
Signature: �� - �`�_ Date:
Name:
Title:
Signature: _ Date:
Name:
Signature:
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]
FOILM: RENEWAL -STATE GENERAL 02/2019

ROY COOPER
Cowrnor
MICHAEL S. R.EGAN
secretary
LINDA CULPEPPER
Ureeror
1; ,tee q
fte
NORTH CAROLINA
Environmental Quality
February 27, 2019
Ed Stevens
Ed Stevens
2977 Old Grantham Rd
Goldsboro, NC 27530-9796
Subject: Application for Renewal of Coverage for Expiring State General Pennit
Dear Permittec:
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 h :// .n via out/div -r urces/water uality-rerional- n ,fafo 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. you must submit an application for
Please note that you must include oni
completed and signed application form.
ai mlication form.
A list of items included in the CAWMP can be found on Vage 2 of the renewal
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.
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Washington Regional Office, Water Quality Regional Operations Section
Wavne County Soil and Water Conservation District
AFOG Section Central Files - AWS960182
Goldsboro Hok Farm Inc
North Carclas Department of Environments Quality I Dimsian of Water Resources
512 N. Sahsbory St. 1 1636 Wa- Servme Centef I aawjtt. North Carolina 27699-1e36
919.707.9000

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 107812.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
210995
cubic
feet
5B.
0
cubic
feet
5C.
100625
cubic
feet
5D.
107813
cubic
feet
TOTAL 419432 cubic feet
6. SUMMARY
Temporary storage period____________________>
180 days
Rainfall in excess of evaporation=====______>
7.0 inches
25 year - 24 hour rainfall__________________>
7.5 inches
Freeboard___________________________________>
1.0 feet
Side slopes=====____________________________>
3.0 : 1
Inside top length___________________________>
575.0 feet
Inside top width____________________________>
300.0 feet
Top of dike elevation_______________________>
47.6 feet
Bottom of lagoon elevation__________________>
37.6 feet
Total required volume_______________________>
1283432 cu. ft.
Actual design volume________________________>
1304613 cu. ft.
Seasonal high watertable elevation (SHWT)=—>
43.5 feet
Stop pumping elev.====__----- _______________>
43.9 feet
Must be > or = to the SHWT elev.====______>
43.5 feet
Must be > or = to min. req. treatment el.=>
43.6 feet
Required minimum treatment volume=====______>
864000 cu. ft.
Volume at stop pumping elevation=====_______>
871578 cu. ft.
Start pumping elev._________________________>
45.9 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
1196801 cu. ft.
Volume at start pumping elevation=====______>
1188777 cu. ft.
Required volume to be pumped________________>
311620 cu. ft.
Actual volume planned to be pumped=====_____>
317199 cu. ft.
*

Min. thickness of soil liner when required==>
pESIGNED BY: !� '}�i `�J4� APPROVED BY:
DATE: . f'� - �i�� DATE
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
1.5 feet
1
�t�1 CARQ[j�
��.• cFSSI�;v.o._'�
'�6RS '
12- � /q4--
rr

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Ed Stevens
Ed Stevens
2977 Old Grantham Rd
Goldsboro, NC 27530
919-689-9791
10-10-2011
This plan has been developed by:
Charlotte Jenkins
NRCS/Wayne SWCD
Wayne Center, Room 104
208 W. Chestnut Street
Goldsboro, NC 27530-4708
919-734-5281, Ext. 3
Developer Signature
Type of Plano 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.
Signature (owner)
Signature (manager or producer)
Date
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.
r
Plan Approved By:
Tec nical Specialist Signature Date
— — --------------------------------------------------------------------------------------
-----------
433308 Database Version 3.1 Date Printed: 10-10-2011 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.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 5,932,800 gals/year by a 6,400
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
13665
Incorporated
23467
Injected
25844
Irrigated
_ 14853
_
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
14,668
16666
-1,998
6,800,256
-867,456
Year 2
14,668 j
16666
-1,998
6,800,256
-867,456
-------- - n -- -- ---- --- - ------------------------ ---- -- ----- -- ------------------------ - ----- ------------
Note: In source ID, S means standard source, U means user defined sow-ce.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
538653 Database Version 3.1 Date Printed: 10-11-2011 Source Page 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
1163
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
5.5 Tons
2 CP
22.20
19.55
N/A
Wagram
Hybrid Bermudagrass Hay
Cereal/Annual Rye O/S, Hay-4/7 Harvest
2.0 Tons
1163
2 HW
22.20
2.65
N/A
Wagram
Hybrid Bermudagrass Hay
5.5 Tons
Cereal/Annual Rye O/S, Hay-4n Harvest
2.0 Tons
1163
3 HW
5.08
3.10
N/A
Norfolk
Hybrid Bermudagrass Hay
6.5 Tons
Cereal/Annual Rye O/S, Hay-4/7 Harvest
2.0 Tons
1163
3 P] 0
5.08
1.98
N/A
Norfolk
Hybrid Bermudagrass Hay
6.5 Tons
Cereal/Annual Rye O/S, Hay-4/7 Harvest
2.0 Tons
1163
5 CPN.22.621
16.25
N/A
Norfolk
Hybrid Bermudagrass Hay
6.5 Tons
Cereal/Annual Rye O/S, Hay-4/7 Harvest
2.0 Tons
1163
5 HW
6.37
N/A
Norfolk
Hybrid Bermudagrass Hay
6.5 Tons
Cereal/Annual Rye O/S, Hay-4/7 Harvest 1
2.0 Tons
PLAN TOTALS: 99.80 49.90
LI
Potential Leaching°.
Technical Guiddnee
2
Low potential to contribute to soluble
None
nutrient leaching below the root zone.
>= 2 &
Moderate potential to contribute to soluble
Nutrient Management (590) should be planned.
<= 10
nutrient leaching below the root zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve the soils
nutrient leaching below the root zone.
available water holding capacity and improve nutrient use efficiency should be considered.
> 10
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).
538653 Database Version 3.1 Date Printed 10/11/2011
NOTE: Symbol * means user entered data.
PCS Page 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
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
Source
Total
Use.
APPIic.
Applic.
1000
Tract
Field
ID
Soil Series
Acres
Acres
Crop
RYE
Period
N
N
N
Method
N
gal/A
Tons
1000 gals
tons
1163
2 CP
S7
Wagram
22.20
19.55
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
brig.
269
107.45
0.00
2,100.64
0.00
1163
2 CP
S7
Wagram
22.20
19.55
Cereal/Annual Rye O/S, Hay-4/7 Harvest
2.0 Tons
1011-3/31
100
0
0
Irrig.
50
19.97
0.00
390.45
0.00
1163
2 HW
S7
Wagram
22.20
2.65
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Broad.
269
116.79
0.00
309.50
0.00
1163
2 HW
S7
Wagram
22.20
2.65
Cereal/Annual Rye O/S, Hay-4/7 Harvest
2.0 Tons
10/1-3131
100
0
0
Broad.
50
21.71
0.00
57.53
0.00
1163
3 HW
S7
Norfolk
5.08
3.10
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Broad.
296
128.52
0.00
398.40
0.00
1163
3 HW
S7
Norfolk
5.08
3.10
Cereal/Annual Rye O/S, Hay-4/7 Harvest
2.0 Tons
10/1-3/31
100
0
0
Broad.
50
21.711
0.00
67.30
0.00
1163
3 P10
S7
Norfolk
5.08
1.98
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
118.24
0.00
234.10
0.00
1163
3 P10
S7 INorfolk
5.08
1.98
Cereal/Annual Rye O/S, Hay-4/7 Harvest
2.0 Tons
10/1-3/31
100
0
0
Irrig.
50
19.97
0.00
39.54
0.00
1163
5 CP
S7
Norfolk
22.62
16.25
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
118.24
0.00
1,921.31
0.00
1163
5 CP
S7
Norfolk
22.62
16.25
Cereal/Annual Rye O/S, Hay-4/7 Harvest
2.0 Tons
10/1-3/31
100
0
0
Irrig.
50
19.97
0.00
324.55
0.00
1163
5 HW
S7
Norfolk
22.62
6.37
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Broad.
296
128.52
0.00
818.65
0.00
1163
5 HW
S7
Norfolk
22.62
6.37
Cereal/Annual Rye O/S, Hay-4/7 Harvest
2.0 Tons
10/1-3/31
100
0
0
Broad.
50
21.71
0.00
138.28
0.00
538653 Database Version 3.1 Date Printed: 10/11/2011 WUT Page Page 1 of 3

Waste Utilization 'fable
Y
Source Total Use.
Tract Field ID Soil Series Acres Acres Crop
Notes: 1. In the tract column, — symbol means leased, otherwise, owned.
538653 Database Version 3.1
NitrogenrNN
Manure Liquid
PA
Solid
Liquid
Solid
entNutrientA
ManureA
pplied
Manure
Applied
Manure
Applied
a nure
rReq'd
A)pp(acre)
Iced
(acre)
(Field)
Applied
(Field)(]bs/A)Applic.RYE
Periodlic.
hod N gal/A
al/
Tons
1000
tons
gals
Total Applied, 1000 gallons
6,800.26'
Total Produced, 1000 gallons
5,932.80
Balance, 1000 gallons
-867.46
Total Applied, tons
70
Total Produced, tons
0.01
Balance, tons
Ong
2. Symbol * means user entered data.
Date Printed: 10/11/2011
WUT Page Page 2 of 3

Waste [Utilization Table
Year 2
Nitrogen Comm.
PA Fen.
Nutrient Nutrient
Req'd Applied
(Ibs/A) (lbs/A)
Res.
(Ibs/A)
I Manure Liquid Solid
PA ManureA Manure
NutrientA pplied Applied
lied
p(lbs/A) (acre) (acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
A lied "
pp
(Field)
Tract
Field
Source
ID Soil Series
Total
Acres
Use.
Acres Crop
RyB
APplic•
Period
N
N
N
Method
1000
N gal/A Tons
1000 gals
tons
1163
1163
1163
1163
1163
1163
1163
1163 1
1163
1163
1163
1163
2 CP
2 CP
2 HW
2 HW
3 HW
3 HW
3 PIO
3 P10
5 CP
5 CP
5 HW
5 HW
S7
S7
S7
S7
S7
S7
S7
S7
S7
S7
S7
S7
Wagram
Wagram
Wagram
Wagram
Norfolk
Norfolk
Norfolk
Norfolk
I Norfolk
Norfolk
Norfolk
Norfolk
22.20
22.20
22.20
22.20
5.08
5.08
5.08
5.08
22.62
22.62
22.62
22.62
19.55 Hybrid Bermudagrass Hay
19.55 Cereal/Annual Rye O/S, Hay-4/7 Harvest
2.65 Hybrid Bermudagrass Hay
2.65 Cereal/Annual Rye O/S, Hay-4/7 Harvest
3.10 Hybrid Bermudagrass Hay
3.10 Cereal/Annual Rye O/S, Hay-4/7 Harvest
1.98 Hybrid Bermudagrass Hay
1.98 Cereal/Annual Rye O/S, Hay-4/7 Harvest
16.25 Hybrid Bermudagrass Hay
16.25 Cereal/Annual Rye O/S, Hay-4/7 Harvest
6.37 Hybrid Bermudagrass Hay
6.37 Cereal/Annual Rye O/S, Hay4/7 Harvest
5.5 Tons
2.0 Tons
5.5 Tons
2.0 Tons
6.5 Tons
2.0 Tons
6.5 Tons
2.0 Tons
6.5 Tons
2.0 Tons
6.5 Tons
2.0 Tons
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
10l1-3/31
3/1-9/30
10/1-3/31
269
100
269
100
296
100
296
100
296
100
296
100
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Irrig.
Irrig.
Broad.
Broad.
Broad.
Broad.
Irrig.
Irrig.
Irrig.
Irrig.
Broad.
Broad.
269 107.45 0.00
50 19.97 0.00
269 116.79 0.00
50 21.71 0.00
296 128.52 0.00
50 21.71 0.00
296 118.24 0.00
50 19.97 0.00
296 118.24 0.00
50 19.97 0.00
296 128.52 0.00
50 21.71 0.00
2,100.64
390.45
309.50
57.53
398.40
67.30
234.10
39.54
1,921.31
324.55
818.65
138.28
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Total Applied, 1000 gallons
6,800.26
Total Produced, 1000 gallons
5,932.80 "
Balance, 1000 gallons
-867.46
Total Applied, tons
700
Total Produced, tons
0.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
Balance, tons
0.00
538653
Database Version
3.1
Date Printed: 10/11/2011
WUT Page Page 3 of 3

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If
applying waste nutrients through an irrigation system, you must apply at a rate that will not result in runoff. This table provides the
maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum
application amount that each field may receive in any one application event.
Irrigation Application Factors
Tract
Field Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
1163
1163
I I63
2 CP Wagram
3 P10 Norfolk
5 CP Nodhil-
0.60
0.50
0.50
1.0
1.0
1.0
538653 Database Version 3.1 Date Printed 10/11/2011 IAF Page Page 1 of I
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
Corn 120 bu 150
Hay 6 ton R.Y.E. 300
Soybean 40 bu 160
Maximum Sludge
Application Rate Minimum Acres Minimum Acres
1000 gal/ac 5 Years Accumulation 10 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Minimum Acres
15 Years Accumulation
13.16
80.23
160.47
240.70
26.3
440.12
80.23
120.35
14.04
75.22
150.44
225.66
538653 Database Version 3 1 Date Printed: 10-11-2011 Sludge Page Page 1 of

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.
�vandwc 3wrage uapaciry is calculated as of the end of each month.
538653 Database Version 3.1 Date Printed: 10-11-2011 Capacity Page 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 flan 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 Ater 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 dishing 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).
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.
538653 Database Version 3.1 Date Printed: 10/11/2o 11 RECEWF3
Specification Page 1
MAR 2 8 2019
webrQuality
R-100wopwavonssacum

S. 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.
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.
538653 Database Version 3.1 Date Printed: 10/11/201 i Specification Page 2

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.
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.
538653 Database Version 3.1 Date Printed: 10/11/2011
Specification Page 3

Crop Notes
The following crop note applies to field(s): 3 HW, 3 P10, 5 CP, 5 HW
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 2 CP, 2 HW
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced P 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 Ib/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.
538653 Database Version 3.1 Date Printed: 10-11-2011 Crop Note Page Page 1 of 3

The following crop note applies to field(s): 3 HW, 3 P10, 5 CP, 5 HW
Cereal/Annual Rye Overseeded — Hay
CEREAL RYE
The cereal rye should be planted by October 15 to provide the best opportunity to get winter growth. The
most consistent stands are obtained from drilling rye into short (less than 3 inches tall) bermudagrass sod.
If drilling is not possible, the seeds may be broadcast on short bermuda sod followed by a light
cultivation with a disc or tillage implement. The seeding rate for broadcast planting of seeds should be
1.5 times the rate for drilled seeds. The last application of animal waste is to be applied to the bermuda
prior to August 31. An application of 50 lbs/acre of Plant Available N (PAN) may be applied between
September 15 and October 30. An additional 50 lbs.acre of PAN may be applied in February -March. If
rye growth is harvested on time and does not significantly shade the bermuda, PAN rates for the
subsequent bermuda crop are based on realistic yields of bermuda. A harvest is required prior to heading
or April 7, which ever comes first. This is necessary to minimize the potential for shading bermuda and
reducing its yields.
ANNUAL RYEGRASS
Annual ryegrass should be planted by October 15 to provide the best opportunity to get winter growth.
The most consistent stands are obtained from drilling ryegrass into short (less than 3 inches tall)
bermudagrass sod. If drilling is not possible, the seeds may be broadcast on short bermuda sod followed
by a light cultivation with a disc or tillage implement. The seeding rate for broadcast planting of seeds
should be 1.5 times the rate for drilled seeds. The last application of animal waste is to be applied to the
bermuda prior to August 31. An application of 501bs/acre of PAN may be applied between September
15 and October 30. An additional 50 lbs. acre of PAN may be applied in February -March. If additional
PAN is applied to the ryegrass in April -May, the PAN rate for the bermuda must be reduced by a
corresponding amount. This is necessary because ryegrass growth during April -May will reduce
bermuda yields and shorten the time Bermuda can fully utilize the N. A harvest is required by heading or
April 7, which ever comes first to prevent shading of emerging bermuda during April -May period. To
favor the production of the bermuda, additional harvests of ryegrass will be required when the ryegrass
canopy reaches 12 to 15 inches height.
------------------------ --------------------- -----------------------------------------------
538653 Database Version 3.1 Date Printed: 10-11-2011 Crop Note Page Page 2 of 3

The following crop note applies to field(s): 2 CP, 2 HW
Cereal/Annual Rye Overseeded — Hay
CEREAL RYE
The cereal rye should be planted by October 15 to provide the best opportunity to get winter growth. The
most consistent stands are obtained from drilling rye into short (less than 3 inches tall) bermudagrass sod.
If drilling is not possible, the seeds may be broadcast on short bermuda sod followed by a light
cultivation with a disc or tillage implement. The seeding rate for broadcast planting of seeds should be
1.5 times the rate for drilled seeds. The last application of animal waste is to be applied to the bermuda
prior to August 31. An application of 50 lbs/acre of Plant Available N (PAN) may be applied between
September 15 and October 30. An additional 50 lbs.acre of PAN may be applied in February -March. If
rye growth is harvested on time and does not significantly shade the bermuda, PAN rates for the
subsequent bermuda crop are based on realistic yields of bermuda. A harvest is required prior to heading
or April 7, which ever comes first. This is necessary to minimize the potential for shading bermuda and
reducing its yields.
ANNUAL RYEGRASS
Annual ryegrass should be planted by October 15 to provide the best opportunity to get winter growth.
The most consistent stands are obtained from drilling ryegrass into short (less than 3 inches tall)
bermudagrass sod. If drilling is not possible, the seeds may be broadcast on short bermuda sod followed
by a light cultivation with a disc or tillage implement. The seeding rate for broadcast planting of seeds
should be 1.5 times the rate for drilled seeds. The last application of animal waste is to be applied to the
bermuda prior to August 31. An application of 50 Ibs/acre of PAN may be applied between September
15 and October 30. An additional 50 lbs. acre of PAN may be applied in February -March. If additional
PAN is applied to the ryegrass in April -May, the PAN rate for the bermuda must be reduced by a
corresponding amount. This is necessary because ryegrass growth during April -May will reduce
bermuda yields and shorten the time bermuda can fully utilize the N. A harvest is required by heading or
April 7, which ever comes first to prevent shading of emerging bermuda during April -May period. To
favor the production of the bermuda, additional harvests of ryegrass will be required when the ryegrass
canopy reaches 12 to 15 inches height.
-

IT"Mynil; County FSA
Farm 10925 Tract
Wetiand Determination identifiers
(k Restricted Use
Lim iced Restrictions
- wo-W---
Disclaim or: Wetland identifiers do not represent the size, shape,
or specific determination of the area. Refer to your original
determination (CP A-026 and attached maps) for exact wetland
AC re S
Crap 'iE
boundaries and determinations, or contact N R C S.
rovisions
i
1
7. 45
N
2
22.20
N
t
•. i
3
5. 08
N
y
_r
4
3. 09
N
5
22.62
N
6
3.56
N
Y J.�
WWI
Total Cropland Acres
64.0

USDA United States
DeAgrlcumtae partment of Wayne County, North Carolina
s r#
5
Farm 10926
Tract 1163
•_ Awl 2019 Program Year
Page Cropland Total: 64.0 acres
myna -
3r
ZI,
_ ■
1
� I
Map Created Match 20, 2019
.•�
- �.i4r i
,r
I
Base Image Layer flown in 2018
4
Common Land Unit
Cropland
-
t. -
•
Non -Cropland
=Tract Boundary
Welland Determination Identifiers
• Restricted Use
Limited Restrictions
r Exempt from Conservation
—
Compliance Provisions
USDA FSA maps are for FSA Program administration only. This map does not represent a legal survey or reflect actual ownership; rather it depicts me information provided directlyfrom the producer and/or the NAIP imagery. The producer
accepts the date 'as is and assumes aft risks associated with its use. The USDA Farm Service Agency assumes no, responsibility for actual or consequential damage incurred as a result of any user's reliance on this data outside FSA Programs -
Wetland Identifiers do not represent the size, shape, or specific determination of the area. Refer to your original determination (CPA-026 and attached maps) for exact
boundaries and determinations
or contact NRCS.

e
REINKE IRRIGATION SYSTEMS
PIVOT SYSTEM SPRINKLER CHART
ELECTROGATOR II 2660 Opt 57"
REINKE IRRIGATION SYSTEMS
RMCchart0.97c
CASE NUMBER: RP043494
DEALER: RAINMAN IRRIGATION
NUMBER: 94704
DATE: 23 Aug 2004
CUSTOMER NAME: ED STEVENS
SERIAL NUMBER: 0804-C32249-2660
NUMBER OF TOWERS: 3 NOZZLE FILE: R3000R
GAUGE PRESSURE: 59.0 psi NOZZLE SELECTION OPTION: 2
TOTAL SYSTEM FLOW: 450.0 gpm FRICTION C-FACTOR: 140
TOTAL PIPE LENGTH: 483.0 ft COVERAGE WITHOUT GUN: 485/7 ft
END GUN TYPE:rSR75 ADJ. END GUN RADIUS: 92.5 ft
FLOW RATE & RADIUS SPECIFIED -NOT COMPUTED
SYSTEM gpm PER acre: 18.8
LAST TOWER - TIRE SIZE: 16.9 x 24 CENTERDRIVE: 24:1
SYSTEM MANUFACTURER: ReinkeE2
1 160F2660
SPAN 1,
164.3
ft,
5.79
in ID
PIPE
1 160F2660
SPAN 2,
160.0
ft,
5.79
in ID
PIPE
1 137F2660
SPAN 3,
137.0
ft,
5.79
in ID
PIPE
1 23GF
OVERHANG,
21.8
ft,
2.78
in ID
PIPE
DISCLAIMER
The uniformity of water application obtained with this system can be
adversely affected by many variables including, but not limited to,
the improper makeup or installation of the nozzle package; obstructed
nozzles; tight and/or sloping soils; improper end gun arc settings;
incorrect maintenance of pivot pressure; unfavorable climate
conditions; and erratic and improper operating speed of the system.
Reinke Mfg. Co., Inc. makes no warranty as to the uniformity of
the coverage to be obtained from this water application printout
other than its mathematical accuracy.
The products, which are specified as a part of this nozzle package
design, are covered by the original manufacturer's printed "Warranty
and Disclaimer", which applies to the individual components of their
own manufacture. Reinke Mfg. Co., Inc. cannot be responsible for
the performance of these products and makes no warranties, INCLUDING
THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR PARTICULAR PURPOSE,
where permitted by law, and does hereby disclaim any liability for
damages due to failure of these products to perform as anticipated.
-----------------------------------------------------------------------
-----------------------------------------------------------------------
__N,

RP043494 23 Aug 2004 ReinkeE2, 3 TOWER
OUTLET- _ SPRINKLER- 450 gpm� S9 psi
NO. LOC. NO1PAGE 2
SEP. MODEL
NOZZLE -REG- -GPM-
1 6.6 PLUG MODEL REQ. PRESSURE
2 11.4 PLUG DEL. INLINE
3 16.1 PLUG
4 20.9 PLUG
5 25.6 PLUG
6 30.4 PLUG
7 35.1 1
3 44.6 PiUG 1 R3000 TN-#17 Lvndr w/gra L320 2.3
PLUG
10 49.4 PLUG 2'3 56.1
UG
11 54.1
12 58.92 19.0
13 63.6 PLUG PLUG R3000 TN-#19 Gray w/trqu LB20 2.8 2.9
14 68.4 56.0
15 73.1 PLUG
16 82.9 3 19.0 R3000 TN-#22 yellow LB20
17 PLUG
18 86.6 PLUG 3.7 3.8 55.8
19 91 4 PLUG
20 4 24 Red
18.3 R3000 TN-#
96.1 PLUG 21 100.9 LB20
22 105.6 PLUG 4.7 4.5 55.7
23 110.4 PLUG
24 115.1 5 19.0 R3000 TN-#28 Blue
25 119.9 PLUG LB20
PLUG 6.0
26 124.6 6.2 55.6
PLUG
27 129.4
28 134.1 6 19'0 R3000
PLUG .6 TN-#29 Blue w/brn LB20
29 138.9 PLUG 6.7 6 30 143.6 55.5
31 148.4 PLUG
7 19.0 R3000
32 153.1 PLUG TN-#32 Orange
33 157.9 PLUG LB20 7.9 8.0
55.3
164.3 TOWER N0. 1
34 166.6
35 171 4 8 18 2 R3000
37 180.9 PLUG TN-#33 Ornge w/grn LB20 8.6 8.5 55.2
38 185.6 PLUG
39 9 19•0 R3000 190.4 PLUG TN-#36 Purple 40 195.1 PLUG LB20 10.0 9.9 41 199.9 55.1
42 204.6 PLUG
10 19.0 R3000 TN-#37 prpl w/bick LB20 10.9 10.6 55.0

RP043494 23 Aua 2004 ReinkeE2. 3 TOWER, 450 gpm, 59 nc; PprF 3
-OUTLET- -SPRINKLER- -REG- -GPM- PRESSURE
NO. LOC. NO. SEP. MODEL NOZZLE MODEL REQ. DEL. INLINE
43 209.4 PLUG
44 214.1 PLUG
45 218.9 PLUG
46 223.6 11 19.0 R3000 TN-#39 Black w/trq HB20 12.1 11.8 54.8
47 228.4 PLUG
48 233.1 PLUG
49 237.9 PLUG
50 242.3 12 18.6 R3000 TN-#38 Black HB20 11.2 11.2 54.8
51 246.6 PLUG
52 251.4 PLUG
53 256.1 13 13.9 R3000 TN-#36 Purple HB20 10.1 9.9 54.7
54 260.9 PLUG
55 265.6 PLUG
56 270.4 14 14.3 R3000 TN-#38 Black HB20 11.0 11.2 54.6
57 275.1 PLUG
58 279.9 PLUG
59 284.6 15 14.3 R3000 TN-#38 Black HB20 11.1 11.2 54.5
60 289.4 PLUG
61 294.1 PLUG
62 298.9 16 14.3 R3000 TN-#36 Purple HB20 9.9 9.9 54.5
63 303.6 PLUG
64 308.4 17 9.5 R3000 TN-#32 Orange HB20 8.1 8.0 54.4
65 313-1 PLUG
66 317.9 18 9.5 R3000 TN-#37 Prpl w/blck HB20 10.4 10.6 54.4
324.3 TOWER NO. 2
67 326.6 PLUG
68 331.4 19 13.5 R3000 TN-#37 Prpl w/blck HB20 10.4 10.6 54.4
69 336.1 PLUG
70 340.9 20 9.5 R3000 TN-#34 Drk Green HB20 8.9 9.0 54.3
71 345.6 PLUG
72 350.4 21 9.5 R3000 TN-#34 Drk Green HB20 9.1 9.0 54.3
73 355.1 PLUG
74 359.9 22 9.5 R3000 TN-#35 Green w/prp HB20 9.7 9.5 54.3
75 364.6 PLUG
76 369.4 23 9.5 R3000 TN-#36 Purple HB20 10.0 9.9 54.2
77 374.1 PLUG
78 378.9 24 9.5 R3000 TN-#36 Purple HB20 10.1 9.9 54.2
79 383.6 PLUG
80 388.4 25 9.5 R3000 TN-#37 Prpl w/blck HB20 10.5 10.6 54.2
81 393.1 PLUG
82 397.9 26 9.5 R3000 TN-#37 Prpl w/blck HB20 10.5 10.6 54.2
83 402.6 PLUG
84 407.4 27 9.5 R3000 TN-#37 Prpl w/blck HB20 10.8 10.6 54.2

RP043494 23 Aug 2004 ReinkeE2, 3 TOWER, 450 gpm, 59 psi PAGE 4
-OUTLET- -SPRINKLER- -REG- -GPM- PRESSURE
NO. LOC. NO. SEP. MODEL NOZZLE MODEL REQ. DEL. INLINE
85 412.1 PLUG
86 416.9 28 9.5 R3000 TN-#38 Black HB20 11.3 11.2 54.1
87 421.6 PLUG
88 426.4 29 9.5 R3000 TN-#38 Black HB20 11.4 11.2 54.1
89 431.1 PLUG
90 435.9 30 9.5 R3000 TN-#39 Black w/trq HB20 11.8 11.8 54.1
91 440.6 PLUG
92 445.4 31 9.5 R3000 TN-#39 Black w/trq HB20 11.9 11.8 54.1
93 450.1 PLUG
94 454.9 32 9.5 R3000 TN-#38 Black HB20 11.2 11.2 54.1
461.3 TOWER NO. 3
95 462.9 33 8.0 R3000 TN-#37 Prpl w/blck HB20 10.8 10.6 53.8
96 467.2 PLUG
97 471.5 34 8.7 R3000 TN-#39 Black w/trq HB20 11.6 11.8 53.4
98 475.9 PLUG
99 480.2 35 8.7 R3000 TN-#41 DrkTrq w/ms HB20 13.1 13.1 53.2
END GUN: (NOZZLE SELECTED BASED ON RECOMMENDED 170 DEGREE ARC.)
483.0 SR75 .80 NOZZLE 129.5 120.5 53.2
2 INCH DIAPHRAM END GUN VALVE PRESSURE LOSS: 3.7 psi
RESULTING END GUN PRESSURE: 49.5 psi
SYSTEM INLINE END PRESSURE: 49.7 psi, INCLUDING PLUS 8 ft ELEVATION
TOTAL gpm DELIVERED: 450.0
SYSTEM gpm PER acre: 18.8

RP043494 23 Aug 2004 ReinkeE2, 3 TOWER, 450 gpm, 59 psi PAGE 5
35 MOUNTING ASSEMBLIES: First outlet= 7, Last outlet= 99
Hose Drop w/MxHB U-pipe 0000-000 (Length= 10.00 ft)
U-PIPE- 3/4"Male x H.Barb Galv 008101
Flex Hose Drop <Vari> 111172 (Length= 10.00 ft)
Standard Tee 000100 (as needed)
Standard Regulator 0000-000 (as needed)
NOZZLE SELECTION VERIFICATION
SPAN # 1 2 3 OH+EG
gpm REQ. 34.1 113.4 147.5 165.0
gpm DEL. 34.2 112.9 146.9 156.0
----- ----- ----- -----
% DEV. 0% -0% -0% -5%
DATA FILE IDENTIFICATION
File Sprinkler Plate SprNo ID Regulator Flow Duty PSI Outlet ID
----------------------- ------------------
R3000R Rotator Red 1- 35 D4DF LB20 LO BLUE 20 Squr 7628
HB20 HI BLUE 20 Squr 748B
WATER APPLICATION DEPTH PER REVOLUTION
APPLICATION DEPTH I I I I i I ' '
(in) 1 0.11 10.25 1 0.50 1 0.75 11.00 11.25 11.50 I
------------------I-------I-------------- I-------I-------I-------I-------I
% TIMER SETTING 1100 42 I 21 1 14 I 11 8 I 7 I
------------------ I------- I------- I------- 1------- I------- I------- I -------I
REVOLUTION TIME I 3HRS I 6HRS 112HRS 118HRS 1 24HRS 130HRS 136HRS I
GROUND SPEED AT 100% TIMER SETTING:19.10 ft/min
The revolution time may vary some from the values indicated above. This
may be due to generator speed, slippage, or over/under inflated tires.
Power frequency is 60 Hertz.
Loaded radius of tires is 24.7 in.

RP043494 23 Aug 2004 ReinkeE2, 3 TOWER, 450 gpm, 59 psi PAGE 6
----------------------
This computer printout is a mathematical calculation based upon
information provided to Reinke Mfg. Co., Inc. This information concerns
pipe length and inside diameter; surface finish; outlet spacing; water
flow and pressure. The calculations are based upon this data and other
applicable data being furnished as accurate. All figures are also
based on 100% water application efficiency (zero wind velocity and
no evaporation). The PRESSURE @ TOP OF INLET is measured at the first
outlet on the main horizontal distribution pipe just after the top
pivot elbow, while the GAUGE PRESSURE is measured on the vertical
distribution pipe six feet below the top pivot elbow. The main pipe
pressure is calculated as if the pipe is always level. The flow rate
is based on the nozzle pressure, which may differ from the main pipe
pressure due to the use of pressure regulators and/or drop pipes.
-----------------------------------------------------------------------
-----------------------------------------------------------------------

,i-51ACK C ?
REINKE IRRIGATION SYSTEMS
PIVOT SYSTEM SPRINKLER CHART
ELECTROGATOR II 2660 Opt 57"
REINKE IRRIGATION SYSTEMS
RMCchart0.97c
CASE NUMBER: RP043492
DEALER: RAINMAN IRRIGATION
NUMBER: 95012
NUMBER OF TOWERS:
GAUGE PRESSURE:
TOTAL SYSTEM FLOW:
TOTAL PIPE LENGTH:
END GUN TYPE: P85ASV
SYSTEM gpm PER acre
DATE: 23 Aug 2004
CUSTOMER NAME: ED STEVENS
SERIAL NUMBER: 0804-C32248-2660
3
61.0 psi
300.0 gpm
427.0 ft
16.8
LAST TOWER - TIRE SIZE: 16.9 x 24
SYSTEM MANUFACTURER: Re.inkeE2
1 137F2660 SPAN 1, 141.3 ft,
2 137F2660 SPANS 2- 3, 137.0 ft,
1 13GF OVERHANG, 11.8 ft,
DISCLAIMER
NOZZLE FILE: R3000R
NOZZLE SELECTION OPTION: 2
FRICTION C-FACTOR: 140
COVERAGE WITHOUT GUN: 429.9 ft
ADJ. END GUN RADIUS: 70.5 ft
CENTERDRIVE: 24:1
5.79 in ID PIPE
5.79 in ID PIPE
2.78 in ID PIPE
The uniformity of water application obtained with this system can be
adversely affected by many variables including, but not limited to,
the improper makeup or installation of the nozzle package; obstructed
nozzles; .tight and/or sloping soils; improper end gun arc settings;
incorrect maintenance of pivot }pressure; unfavorable climate
conditions; and erratic and improper operating speed of the system.
Reinke Mfg. Co., Inc. makes no warranty as to the uniformity of
the coverage to be obtained from this water application printout
other than its mathematical accuracy.
The products, which are specified as a part of this nozzle package
design, are covered by the original manufacturer's printed "Warranty
and Disclaimer", which applies to the individual components of their
own manufacture. Reinke Mfg. Co., Inc. cannot be responsible for
the performance of these products and makes no warranties, INCLUDING
THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR PARTICULAR PURPOSE,
where permitted by law, and does hereby disclaim any liability for
damages due to failure of these products to perform as anticipated.

RP043492
23 Aug
2004
ReinkeE2, 3
TOWER, 300
gpm,
61 psi
PAGE 2
.-OUTLET-
-SPRINKLER-
-REG-
-GPM-
PRESSURE
NO.
LOC.
NO.
SEP.
MODEL
NOZZLE
MODEL
REQ.
DEL.
INLINE
1
6.6
PLUG
2
11.4
PLUG
3
16.1
PLUG
4
20.9
PLUG
5
25.6
PLUG
6
30.4
PLUG
7
35.1
1
35.1
R3000
TN-#16
Lavender
LB15
1.9
1.8
58.3
8
39.9
PLUG
9
44.6
PLUG
10
49.4
PLUG
11
54.1
2
19.0
R3000
TN-#19
Gray w/trqu
LB15
2.6
2.5
58.2
12
58.9
PLUG
13
63.6
PLUG
14
68.4
PLUG
15
73.1
3
19.0
R3000
TN-#23
Yllw w/red
LB15
3.5
3.6
58.1
16
77.9
PLUG
17
82.6
PLUG
18
87.4
PLUG
19
92.1
4
19.0
R3000
TN-#25
Red w/white
LB15
4.2
4.2
58.1
20
96.9
PLUG
21
101.6
PLUG
22
106.4
PLUG
23
1f1.1
5
19:0
R3000
TN-#28
Blue
LB15
5.2
5.3
58.0
24
115.9
PLUG
25
120.6
PLUG
26
125.4
PLUG
27
130.1
6
19.0
R3000
TN-#29
Blue w/brn
LB15
5.8
5.7
58.0
28
134.9
PLUG
141.3
TOWER
NO.
1
29
143.6
PLUG
30
148.4
7
18.3
R3000
TN-#32
Orange
LB15
6.9
6.9
57.9
31
153.1
PLUG
32
157.9
PLUG
33
162.6
PLUG
34
167.4
8
19.0
R3000
TN-#34
Drk Green
LB15
7.8
7.8
57.8
35
172.1
PLUG
36
176.9
PLUG
37
181.6
PLUG
38
186.4
9
19.0
R3000
TN-#36
Purple
LB15
8.7
8.6
57.8
39
191.1
PLUG
40
195.9
PLUG
41
200.6
PLUG
42
205.4
10
19.0
R3000
TN-#38
Black
LB15
9.7
9.7
57.7

R•P043492 23 Aug 2004 ReinkeE2, 3 TOWER, 300 gpm, 61 psi PAGE 3
-OUTLET- -SPRINKLER- -REG- -GPM- PRESSURE
NO. LOC. NO. SEP. MODEL NOZZLE MODEL REQ. DEL. INLINE
43 210.1 PLUG
44 214.9 PLUG
45 219.6 PLUG
46 224.4 11 19.0 R3000 TN-#39 Black w/trq LB15 10.4 10.2 57.7
47 229.1 PLUG
48 233.9 PLUG
49 238.6 PLUG
50 243.4 12 19.0 R3000 TN-#39 Black w/trq LB15 10.1 10.2 57.7
51 248.1 PLUG
52 252.9 PLUG
53 257.6 13 14.3 R3000 TN-#36 Purple LB15 8.9 8.6 57.6
54 262.4 PLUG
55 267.1 PLUG
56 271.9 14 14.3 R3000 TN-#38 Black LB15 9.5 9.7 57.6
278.3 TOWER NO. 2
57 280.6 PLUG
58 285.4 15 13.5 R3000 TN-#38 Black LB15 9.5 9.7 57.6
59 290.1 PLUG
60 294.9 PLUG
61 299.6 16 14.3 R3000 TN-#39 Black w/trq LB15 10.3 10.2 57.5
6204.4 PLUG
63 309.1 PLUG
64 313.9 17 14.3 R3000 TN-#41 DrkTrq w/ms LB15 11.1 11.4 57.5
65 318.6 PLUG
66 323.4 PLUG
67 328.1 18 14.3 R3000 TN-#41 DrkTrq w/ms LB15 11.2 11.4 57.5
68 332.9 PLUG
69 337.6 PLUG
70 342.4 19 14.3 R3000 TN-#42 Mustard HB15 11.8 11.8 57.5
71 347.1 PLUG
72 351.9 PLUG
73 356.6 20 14.3 R3000 TN-#43 Mustrd w/mr HB15 12.5 12.4 57.5
74 361.4 PLUG
75 366.1 PLUG
76 370.9 21 14.3 R3000 TN-#40 DrkTurquse HB15 10.9 10.7 57.5
77 375.6 PLUG
78 380.4 22 9.5 R3000 TN-#37 Prpl w/blck HB15 9.1 9.2 57.5
79 385.1 PLUG
80 389.9 23 9.5 R3000 TN-#37 Prpl w/blck HB15 9.0 9.2 57.5
81 394.6 PLUG
82 399.4 24 9.5 R3000 TN-#37 Prpl w/blck HB15 9.1 9.2 57.4
83 404.1 PLUG
84 408.9 25 9.5 R3000 TN-#36 Purple HB15 8.7 8.6 57.4

RP043492 23 Aug 2004 ReinkeE2, 3 TOWER, 300 gpm, 61 psi PAGE 4
-OUTLET- -SPRINKLER- -REG- -GPM- PRESSURE
NO. LOC. NO. SEP. MODEL NOZZLE MODEL REQ. DEL. INLINE
415.3 TOWER NO. 3
85 416.9 26 8.0 R3000 TN-#34 Drk Green HB15 8.0 7.8 57.3
86 420.6 PLUG
87 424.4 27 7.5 R3000 TN-#38 Black HB15 9.8 9.7 57.2
END GUN: (BASED ON RECOMMENDED ARC SETTING.)
427.0 P85ASV 19/32" NOZZLE 76.0 73.7 57.2
2 INCH DIAPHRAM END GUN VALVE PRESSURE LOSS: 1.4 psi
RESULTING END GUN PRESSURE: 55.9 psi
SYSTEM INLINE END PRESSURE: 55.1 psi, INCLUDING PLUS 5 ft ELEVATION
TOTAL gpm DELIVERED: 299.8
SYSTEM gpm PER acre: 16.8
27 MOUNTING ASSEMBLIES: First outlet= 7, Last outlet= 87
Hose Drop w/MxHB U-pipe 0000-000 (Length= 10.00 ft)
U=PIPE= 3/4"Male X-H.Barb Galv 008101
Flex Hose Drop <Vari> 111172 (Length= 10.00 ft)
Standard Tee 000100 (as needed)
Standard Regulator 0000-000 (as needed)
NOZZLE SELECTION VERIFICATION
SPAN # 1 2 3 OH+EG
gpm REQ. 23.1 72.0 113.2 93.8
gpm DEL. 23.1 71.8 113.7 91.2
----- ----- ----- -----
% DEV. -0% -0% 0% -3%

RP043492 23 Aug 2004 ReinkeE2, 3 TOWER, 300 gpm, 61 psi PAGE 5
DATA FILE IDENTIFICATION
File Sprinkler
Plate
SprNo
ID Regulator
Flow Duty
PSI
Outlet ID
-----------------------------------------
R3000R Rotator Red
1- 27
---------------------------------
D4DF
LB15
LO BLUE
15
Squr 7678
HB15
HI BLUE
15
Squr 748C
WATER APPLICATION DEPTH
PER REVOLUTION
APPLICATION DEPTH
I
I
I
I I
I
I I
(in)
1 0.08
1 0.25
-------
1 0.50
1 0.75 1
I ------- I
1.00 1
------- I-------
1.25
11.50 I
1-------I
------------------
% TIMER SETTING
I-------
1100
I
1 34
1-------
I 17
1 11 1
1-------
8 I
1-------
7
I 6 I
1-------I
------------------
REVOLUTION TIME
I-------
I 2HRS
1-------
I 7HRS
1-------
114HRS
I-------
120HRS 127HRS
134HRS
141HRS I
GROUND SPEED AT 100% TIMER SETTING:19.10 ft/min
The revolution time may vary some from the values indicated above. This
may be due to generator speed, slippage, or over/under inflated tires.
Power frequency is 60 Hertz.
Loaded radius of tires is 24.7 in.
This computer printout is a mathematical calculation based upon
information provided to Reinke Mfg. Co., Inc. This information concerns
pipe length and inside diameter; surface finish; outlet spacing; water
flow and pressure. The calculations are based upon this data and other
applicable data being furnished as accurate. All figures are also
based on 100% water application efficiency (zero wind velocity and
no evaporation). The PRESSURE @ TOP OF INLET is measured at the first
outlet on the main horizontal distribution pipe just after the top
pivot elbow, while the GAUGE PRESSURE is measured on the vertical
distribution pipe six feet below the top pivot elbow. The main pipe
pressure is calculated as if the pipe is always level. The flow rate
is based on the nozzle pressure, which may differ from the main pipe
pressure due to the use of pressure regulators and/or drop pipes.

North Carolina State University is a land- Department of Clop science
grant university and a constituent institution
of The University of North Carolina
College of Agriculture and Life Sciences
Campus Box 7620
Raleigh, NIC 27695-7620
919.515.2647
919.515.7959 (fax)
Memorandum
TO: worth Carolina Certified Technical Specialists
FROM: NC State University Forage Production Workgroup
DATE. July 13, 1998
SUBJECT: Crop Management Practices for Select Forages Used in Waste
Management
The following is a four -page summary of suggestions for management practices for some
forage crops that can be used in waste management plans. These suggestions are a result of
discussions within the NC State University Forage Production Workgroup, a . group
comprised of NC State faculty and NRCS agency personnel with expertise with the crops.
There are limited documented research responses of some of these practices on the many
soils and environments where these crops are currently being grown. The Forage Production
Workgroup has taken the available data and used the combined experiences and realistic
estimates of key people to come up with suggestions that will allow farmers to incorporate
these crops and practices into waste management plans. As data become available to
substantiate or refute these suggestions, the Forage Production Workgroup will make
appropriate changes.
Bermuda ®verseeded With Cereal Rye and Annual Ryegrass
Currently two types of "ryegrass" are being used for winter overseeding in fields used for
animal waste management. Cereal rye is a winter annual smallgrain that looks similar to
wheat, barley and oat. Annual ryegrass is a winter annual grass that looks much like tall
fescue. Both of these grasses, when growing during the winter on Bermuda sod, can have
significant impact on subsequent bermuda yields. In effect, the total yields from an acre
growing the combination of bermuda with these winter annuals will usually yield between
1-2 tons more per acre than bermuda growing alone for the year. Therefore, the total amount
of PAN/acre for the year is about 1001bs more than bermuda alone. Although cereal rye and
annual ryegrass are suitable crops for overseeding, the management of the crops are different
and thus practices implemented are dependent on the crop selection.

North Carolina State University is aland- Department of Crop Science
grant university and a constituent institution
of The University of North Carolina
College of Agriculture and Life Sciences
Campus Box 7620
Raleigh, NC 27695-7620
919.515.2647
919.515.7959 (fax)
Cereal Rye
The cereal rye should be planted by October 15 to provide the best opportunity to get winter
growth. The most consistent stands are obtained from drilling rye into short (less than 3
inches tall) bermudagrass sod. If drilling is not possible, the seeds may be broadcast on short
Bermuda sod followed by a light cultivation with a disc or tillage implement. The seeding
rate for broadcast planting of seeds should be 1.5 times the rate for drilled seeds. The last
application of animal waste is to be applied to the bermuda prior to August 31. An
application of 501bs/acre of Plant Available N (PAN) may be applied between September 15
and October 30. An additional 50 lbs/acre of PAN may be applied in February -March. If rye
growth is harvested on time and does not significantly shade the bermuda, PAN rates for the
subsequent bermuda crop are based on realistic yields of bermuda. A harvest is required prior
to heading or April 7, which ever comes first. This is necessary to minimize the potential for
shading bermuda and reducing its yields. The PAN rate for grazed systems with bermuda
overseeded with cereal rye must be reduced in accordance with MRCS Technical
Standard #590.
Annual Ryegrass
Annual ryegrass should be planted by October 15 to provide the best opportunity to get
winter growth. The most consistent stands are obtained from drilling ryegrass into short (less
than 3 inches tall) bermudagrass sod. If drilling is not possible, the seeds may be broadcast
on short bermuda sod followed by a light cultivation with a disc or tillage implement. The
seeding rate for broadcast planting of seeds should be 1.5 times the rate for drilled seeds. The
last application of animal waste is to be applied to the bermuda prior to August 31. An
application of 50 lbs/acre of (PAN) may be applied between September 15 and October 30.
An additional 50 lbs/acre of PAN may be applied in February -March. If additional PAN is
applied to the ryegrass in April -May, the PAN rate for the bermuda must be reduced by a
corresponding amount. This is necessary because ryegrass growth during April -May will
reduce bermuda yields and shorten the time bermuda can fully utilize the N. A harvest is
required by heading or April 7, which ever comes first to prevent shading of emerging
bermuda during April -May period. To favor the production of the bermuda, additional
harvests of ryegrass will be required when the ryegrass canopy reaches 12 to 15 inches
height. The PAN rate for grazed systems with bermuda overseeded with annual ryegrass
must be reduced in accordance with NRCS Technical Standard #590.

WAYNE
SOIL & WATER
CQNSERVAT ON DISiRII,:T
Goldsboro
Field Office
vww waanegov.cogvdornailva
Phone: [phone] EXT. 3
Fax:[phone]
Field
Office Staff
Ashley Smith, Director
sortie -Clarkson, Ag CS Tech
Thomas Murphrey, SC I
Jennifer Sparrow, Admin Asist.
Don Barker, DC
Brenda Britt, ATAC
Board
Of
Supervisors
Ronald Parks
Thomas Uzzell
Dennis Waller
Phil Yelverton
Donna Mills
October 14, 2016
Due to extended heavy rainfall events in NC in 2016, DWR will allow a one d ear
temnorarv_modification of waste application rates for Bermudagrass fields
oversown with winter annual forage. This modification is in effect and available
for all NC counties for the 2016-2017 oversown winter annual crop.
The following Tract/Fields will be utilizing this one v ear temporary
modification:
Tract1163:CP2&5,HW2,3,&5,P10
The following 2 attached documents must be followed in order to avoid a
violation of your Animal Waste Permit:
® Memorandum dated 10/14/16 from Jon Risgaard, Water Quality Regional
Operations Section Titled Amendment to October 11, 2016 Memo on
Temporary Overseed PAN Rate Modification due to Extended Heavy
Rainfall
® Letter dated 10/7/16 from Tim Hall, NCDA&CS Regional Agronomist
Title Memorandum Subject. Options for Regulatory Relief for Livestock
Farms Managing Lagoon Accumulations Resulting From Tropical
Weather System Rainfall
Owner Signature Date
Technical Specialist Signature
Date

Water Vsources
HN3116NRr .L QUALITY
ti
October 14, 2016
MEMORANUDUM
To: Animal Waste Technical Specialists
Animal Operation Permit Holders
From: Jon Risgaard, Section Chief
Water Quality Regional Operations Section
PAT MCCRORY
DONALD R. VAN DER VAART
S. JAY ZIMMERMAN
Re: Amendment to October 11, 2016 Memo on Temporary Overseed Plant Available Nitrogen
(PAN) Rate Modifications due to Extended Heavy Rainfall
Due to extended heavy rainfall events in North Carolina in recent weeks and additional impact from
Hurricane Matthew, many animal operations face challenges with maintaining sufficient freeboard levels
in waste lagoons. By and through this memo, the Division of Water Resources (DWR) will allow a one -
ear temporary modification of waste application rates for Bermudagrass fields oversown with winter
annual forage. This memo expands allowances covered in an October 111 memo on the same subject,
and replaces the October 1 lth memo. This modification is in effect and available for all North Carolina
counties for the 2016-17 oversown winter annual crop.
The following conditions apply to this modification. Please be sure to follow all of these conditions and
the attached October 7, 2016 letter from Tim Hall, NCDA&CS Regional Agronomist in order to avoid a
violation of your Animal Waste Permit:
1. The temporary waste utilization plan modification must be documented by a certified technical
specialist and records maintained in compliance with the facility's permit.
2. Allow a one-year conversion via conditional amendment to WUPs for farms under the 50 lb/A
PAN rate on winter annual cereals oversown on bermudagrass hayfields to use the 100 lb/A PAN
rate, which requires a split application window. In this case, it is suggested that the non -
application period — currently November, December, and January — be shortened to December
and January, allowing waste application to continue into November, and that this special
provision be also permitted for pastured bermuda-WA sites as well as hayfields. The perrnittee
may apply up to 75 lbs of the total of 100 lb/A in the fall application window (before December
and January).
3. On row -cropped application sites, extend the pre -plant application period for PAN on small
grains from the current regulatory 30 days to allow waste applications for 45 days prior to the
planting of wheat or other small grains.
4. On row -cropped application sites, increase the deductible PAN rate for small grain cover crops
(non -harvested winter crops where PAN applied is deducted from the following harvested crop)
from the current 35 lb/A to allow 501b/A to be applied and deducted, and waive any restrictions
on the species of winter annual small grain sown as the cover crop.
Page 1 of 2

Steven W. Troxler North Carolina Department of Agriculture
Commissioner and Consumer Services
Agronomic Division
Mr. Trent Allen
Assistant Regional Supervisor
NCDENR Division of Water Resources
225 Green Street — Suite 714
Fayetteville, NC 28301
October 7, 2016
Dr. Colleen Hudak -Wise
Director
Memorandum Subject: Options for Regulatory Relief for Livestock Farms Managing Lagoon
Accumulations Resulting From Tropical Weather System Rainfall
Dear Trent,
Thank you for taking the reins on this situation while Christine Lawson is on maternity leave. It is not an
enviable job that you have.
I am including below a few possible agronomic options for NCDENR to consider during the fall,'given the
tropical -system rainfall eastern North Carolina has already experienced, and the likelihood of even more
accumulation in livestock waste structures from Hurricane Matthew and other systems that may follow. Until the
State sees fit to adopt technological programs (e.g. impermeable covers) to assist farms with what seems to be a
recurring climate trend, I believe that some relief through temporary modification of application rates and windows
is a better option, environmentally, than risking overflow discharges or structural breaches.
1) Extend the application window for farms applying waste effluent to bermudagrass pastures and
hayfields until October 22nd in order to allow these farms, weather permitting, to apply any remaining
balance of allotted PAN to the bermudagrass component of that cropping system, provided the site has
not experienced a frost prior to that date.
2) Allow a one year conversion via conditional amendment to WUPs for farms under the 50 Ib/A PAN rate
on winter annual cereals oversown on bermudagrass hayfields to use the 100 Ib/A PAN rate, which
requires a split application window. In this case, too, I suggest that the non -application period —
currently November, December, and January — be shortened to December and January, allowing
waste application to continue into November, and that this special provision be also permitted for
pastured bermuda-WA sites as well as hayfields.
3) On row -cropped application sites, extend the pre -plant application period for PAN on small grains from
the current regulatory 30 days to allow waste applications for 45 days prior to the planting of wheat or
other small grains.
4) Too, on row -cropped application sites, increase the deductible PAN rate for small grain cover crops
(non -harvested winter crops where PAN applied is deducted from the following harvested crop) from
the current 35 Ib/A to allow 50 lb/A to be applied and deducted, and waive any restrictions on the
species of winter annual small grain sown as the cover crop.
5) A temporary 25% PAN rate increase for tall fescue hay and pasture.
I hope these suggestions will be of help as your agency grapples with this difficult situation, just
1040 Mail Service Center, Raleigh, North Carolina 27699-1040
[phone] 0 Fax [phone]
TTY:1-800-735-2962 Voice:1-877-735-8200
An Equal Opportunity Affirmative Action Employer

PAT MCCRORY
DONALD R. VAN DER V°.AA.R.T
S. JAY ZIMMERMAN
October 19, 2016
MEMORANU DiUM
To: Animal Waste Technical Specialists
Animal Operation Permit Holders
From: Jon Risgaard, Section Chief
Water Quality Regional Ope11section
Re: Application Window for Bermuda - Extension
Due to heavy rainfall events in North Carolina in recent weeks, and additional impacts from. Hurricane
Matthew, which necessitated Executive Order No. 107 — Declaration of a State of Emergency, many
animal waste lagoons are still at or near their freeboard limits. Animal operations are no longer able to
apply waste on their Bermuda crops due to expiration of the associated application windows.
7
r rolzgh this 'n,s� 4 m n1L'i^�lf'fn i1fi sF 4 ``°. r'ti -%i1i •(�.��ah�?*' 2_p..'ri1t'4, �r , i'n
Please refer to the attached memo for the conditions of this extension.
If you have any questions related to this extension and how it may apply, please contact J.R. Joshi at
[phone].
State of North Carolina I Eaviminnontal Quality 1 [grater, rZesom'ces
16361AA service Center 1 Raleigh, North Cardina 27699°1636
919 7079219

EMERGENCE' ACTION PLAN
PHONE NUMBERS
Division of. Water Resources (DWR)
Emergency Management System (EMS)
Soil and Water Conservation District (SWCD)
Natural Resources Conservation Service (MRCS)
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or leave
your property to consider that you have a problem. You should make every effort to ensure that
this does not happen. This plan should be posted in an accessible location for all employees at
the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to some possible problems are listed below.
a. Lagoon overflow -possible solutions are:
1) Add soil to berm to increase elevation of dam.
2) Pump wastes to fields at an acceptable rate.
3) Stop all flows to the lagoon immediately.
4) Call a pumping contractor.
5) Make sure no surface water is entering lagoon.
b. Runoff from waste application field -actions include:
1) immediately stop waste application.
2) Create a temporary diversion to contain waste.
3) Incorporate waste to reduce runoff.
4) Evaluate and eliminate the reason(s) that caused the runoff.
5) Evaluate the application rates for the fields where runoff occurred.
c. Leakage from the waste pipes and sprinklers -action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Close valves to eliminate further discharge.
4) Repair all leaks prior to restarting pumps.
November 23, 2016

2) local SWCD office, phone number:
3) local NRCS office, phone number:
4. If none of the above works call 911 or the Sheriff s Department and explain your problem
to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer,
etc.)
I . Name:
b. Phone:
7. Implement procedures as advised by DWR 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.
3 November 23, 2016

version —November 26, 2018
' Management methods
Mortality g
oe�` indicate which meth
will be implemented.
-\5 ,n selecting multiple methods indicate a primary versus secondary option.
_.hods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal_
a a 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 beat least one foot above the seasonal
high water table.. Attach burial location map and plan.
a 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.
5
Complete incineration according to 02 NCAC 52C .0102.
a A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
a In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian,. would make possible
a a 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.
a Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
a Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
ct
a In the event of imminent threat of a disease emergency, the State Veterinarian may.en .
additional temporary procedures or measures for disposal according to G.S. 106-399.4
Signature of Farm owner/Manager
Date
Signature of, chnical Specialist Dat

Total Designed Volume Available = 1304613 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
575.0 300.0 172500.0 square feet
Buildings (roof and lot water)
0.0 square feet
Describe this area.
TOTAL DA 172500.0 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 = 864000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1578240 gals. or 210994.7 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day *
Volume = 0.0 cubic feet
180 days storage/7.48 gallons
per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0Inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 100625.0 cubic feet

U.S.D.A.�
'Soil Conservation Service
SCS-CPA-026 1 1. Name and Address of Person
(June 91)
Gec r� Sd s4-even s
2. Date of Request
HIGHLY ERODIBLE LAND AND WETLAND
CO ERVATION DETERMINATION
al. Name of USDA Agency or Person Requesting Determination
29 77 C) /d G,a v 4Ao,. �,6J
Gc ids bQ �e� iu ?-7s3 a
5. Farm No. and Tract No.
f}5[S
SECTION 1- HIGHLY ERODIBLE LAND
6. Is soil survey now available for making a highly erodible land determination? Yes No ❑
7. Are there highly erodible soil map units on this farm? Yes No ❑
8. List highly erodible fields that, according to ASCS records, were used to produce an agricultural commodity in any
crop year during 1981-1985.
9. List highly erodible fields that have been or will be converted for the production of agricultural commodities and,
according to ASCS records, were not used for this purpose in any crop year during 1981-1985; and were not;
enrolled in a USDA set -aside or diversion program.
w. 1111E r-?y4 Fuy rromme Land determination was completed in the: Office ❑ Field ❑
SECTION 11 WETLAND
II. Are there hydric soils on this farm? Yes ZI No ❑
11 Wetlands (W), including abandoned wetlands, or Farmed Wetlands (FW) or Farmed Wetlands Pasture (FWP).
Wetlands may be farmed under natural conditions. Farmed Wetlands and Farmed Wetlands Pasture may be
farmed and maintained in the same manner as they were prior to December 23, 1985, as long as they are not
abandoned.
13. Prior Converted Cropland (PC). Wetlands that were converted prior to December 23,1985. The use, management,
drainage, and alteration of prior converted cropland (PC) are not subject to the wetland conservation provisions unless
the area reverts to wetland as a result of abandonment.
144. Artificial Wetlands (AWE. Artificial wetlands includes irrigation -induced wetlands. These wetlands are not subject
to the wetland conservation provisions.
15. Minimal Effect Wetlands (MW). These wetlands are to be farmed according to the minimal -effect agreement signed
at the time the minimal-effect'determination was made.
16. Mitigation Wetlands (MI W). Wetlands on which a person is actively mitigating a frequently cropped area or a wetland
converted between December 23, 1985 and November 28, 1990.
17. Restoration with Violation (RVW-year). A restored wetland that was in violation as a result of conversion after
November 28, 1990, or the planting of an agricultural commodity or forage crop.
18. Restoration without Violation (RSW). A restored wetland converted between December 23, 1985 and
November 28, 1990, on which an agricultural commodity has not been planted.
19. Replacement Wetlands (RPM. Wetlands which are converted for purposes other than to increase production,
where the wetland values are being replaced at a second site.
20. Good Faith Wetlands (GFW+year). Wetlands on which ASCS has determined a violation to be in good faith and the
wetland has been restored.
3. County
W r,y1.�L
FIELD NO.(s) TOTAL ACRES
r
FIELD NO.(s) TOTAL ACRES.. .
M. Converted Wetlands (CW). Wetlands converted after December 23, 1985 and prior to November 28,0
year that an agricultural, commodity is planted on199..In.any
these Converted Wetlands, you will be ineligible forUSDbenefits:
_s. Converted Wetland (CW+year). Wetlands converted.after November 28, 1990. You will be ineligible for USDA
program benefits until this wetland. is restored.
?3. Converted Wetland Non -Agricultural use (CWNA). Wetlands that are converted for trees, fish production sht6
cranberries,' vineyards or building and road construction.
'_a_ Converted Wetland Technical Error (CWTE). Wetlands that were converted as a result of incorrect determination
by SCS.
15. The planned alteration measures on wetlands in fields are considered maintenance and are in
with FSA.
1. The planned alteration measures'on wetlands in fields are net considered to be'maintenance and ff.!
installed will cause the area to become a Converted Wetland (CM. See item 22 for information on CW+year.
7. The wetland determination was completed 'in the office field rM and was delivered 0 mailed to the person on 1 i
8. Remarks.
f �t'Li, $- s ,;, � � � , � C o✓i .se%ueaf.'3ir` � kv�.. /Wt �.aa<' a6e. �e.0 �%�`Q�:
'}. i certify that the above determination is correct and adequate for use in determining 30. Si nature Of SCS District Conservationist
iigibility for USDA program benefits, and that wetland hydrology, hydric soils, and �7
kydrophytic vegetation under normal circumstances exist on all areas outlined as le / 1
31. Date
iamistance and programs of the Soil Conservation Service available Wthout regard to race, religion, color, sex, age, or handicap.
SCS Copy

OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available
in the lagoon for future wet periods. In the late summer / early fall the lagoon should be pumped
down to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made
to maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached Its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty
action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, if needed, to maintain a vigorous stand. The amount of fertilized applied
should be, based on a soils test, but in the event that it is not practical to obtain a
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 800 pounds per acre of 10-10-10,or equivalent.
Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the
lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked. should
include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
1. settlement, cracking, or "jug" holes
2. side slope stability -- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon
dam. A good stand of vegetation will reduce the potential damage caused by wave
action. If wave action causes serious damage to- a lagoon sidewall, baffles in the lagoon
may be used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps -- check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
• Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1, adequate vegetation
2. diversion capacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day,' also work well.
RECEIVI_=D/hlCI)EWWR
MAR 2 8 2019 4

• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and
water conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce
.the amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer l early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5

• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper - agitator impeller pump through large
- bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or 'forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and
crop requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag -line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge
can be removed without liner injury. If the liner is damaged it must be repaired as soon
as possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal
content than liquid. Because of this it should probably be applied to land with low
phosphorus and metal levels, as indicated by a soil test, and incorporated to reduce the
chance of erosion. Note that if the sludge is applied to fields with very high soil -test
phosphors, it should be applied only at rates equal to the crop removal of phosphorus.
As with other wastes, always have your lagoon sludge analyzed for its nutrient value.
6

The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions
which could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach
of the dam. Assuming proper design and construction, the owner has the responsibility
for ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure -- an example is the placement of a pipe in the
dam without proper design and construction. (Consult an expert in lagoon design
before placing any pipes in dams.)
• Lagoon liquid levels -- high levels are a safety risk.
+ Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.

Swine Farrn
Source
Fazmstead aS
to Management
anagement prior Co
• Swine production ntrpl
Bnu�s Checklist
Vegetative or to Minimize Odor
Floor surfaces
surfaces Recommend wooded buffers,
aces Duty manure- ed best mans . Site S
covered all, COpd Bement practices•
Wet manure- � .lodgment and c .
covered Moors Dry floors °moron sense
® Slotted floors;
erers
Wat
_ located over slotted
b'Ianure c � Feeders at floors;-
ollection high end o psolid floors
Ptts ' Urine; Scrape manure
Or Underfloor buildup from floors;
Partial microbial ventilation fordryin
Ventilationdeco O Frequent man g
exhaust fans Position ore rc1111oval6
or Y flush
Volatile gases; p scrape; ,pit recharge
Indoor surfaces Dust Underfloor ventilation
®
Dust Fan maintenance;
�
Efficient airmovement
Washdown between tangroups ofanunals,
rlusf� O Feed additives;
tanks Feeder covers;
' Agitation ® Feed delivery
liquid °f recycled lagoon'ers downspout e
1-lush alleys 9 while tanks extenders to fee
are <illing l] Flush tank der
• t7 covers;
Agitation Extend rill lines to Pit 'on conveyance
wastew anti-s; near bottom of
gepoints Yance ater phon vents tanks
' � Underfloor with�����
Agitation ofrecycled la Rush.wit I under
Lift stations liquid while goon >roor ven
tilation
' Agitation duringwith recharge lines to Outside drain c n tilling and sump tank anti -siphon vents near bottom of
ollectio dmwdown p nts pits
or junction boxes Agitatio Sump tank
n during wastewater
covers
conveyance atcr
� Box covers
tl.�Itices

Swine Farm Waste Management Odor Control Checklist
L'­P(`P Cause
BMPs to Minimize Odor Site Specific Practices
Farmstead
Animal body surfaces
Floor surfaces
Manure collection pits
Ventilation exhaust fans
Indoor surfaces
Flush tanks
Flush alleys
. Dirty manure -covered animals
pl - Vegetative or wooded buffers;
19 Recommended best management practices;
® Good judgment and common sense
f1 Dry floors
Wet manure -covered floors ® Slotted floors;
ig
Waterers located over slotted floors;
Cl
Feeders at high end of solid floors;
0
Scrape manure buildup from floors;
O
Underfloor ventilation for drying
O
Frequent manure removal by flush, pit recharge,
Urine;
Partial microbial decomposition
or scrape;
[7
Underfloor ventilation
Volatile gases;
®
Fan maintenance;
Dust
M
Efficient air movement
Jq
Wasitdown between groups of animals;
Dust
M
Feed additives;
O
®
Feeder covers;
Feed delivery downspout extenders to feeder
'
Agitation of recycled lagoon
O
oeirers
Flush tank covers;
(ill lines to near bottom of tanks with
liquid while tanks are filling
O
Extend
anti -siphon vents
Agitation during wastewater
fJ
Under[oor tluslt with underfloor ventilation
ennvevance
Pit recharge points • Agitation of recycled lagoon JJ Extend recharge litres to near bottom or pits
liquid while pits are filling with anti -siphon vents
Lift stations) • Agitation during sump tank O Sump tank covers
filling and drawdown
Outside drain collection • Agitation during wastewater O Box covers
or junction boxes conveyance

Cif.-Cnecitle Practices
Source
Cause
BMPs to Minimize vuor
point f pipes underneath
discharge p oP P
End of drainpipes at
• Agitation during wastewater
61
Extend
lagoon liquid level
lagoon
conveyance
Volatile gas emissions;
0
Proper lagoon liquid capacity;
Lagoon surfaces
• Biological mixing;
(�
procedures;
Correct lagoon startup p
• Agitation
a
Minimum surface area -to -volume ratio;
IR
Minimum agitation when.pumping;
O
Mechanical aeration;
O
Proven biological additives
Hi pressure agitation;
J P
Ef
Irrigate on dry days with little or no wind;
lrrigation sprinkler
Wind drift
9
Minimum recommended operating pressure;
nozzles
•
®
Pump intake near lagoon liquid surface;
Storage tank or basin • Partial microbial decompos
surface . Mixing while filling;
• Agitation when emptying
Settling basin surface • Partial microbial decompos
Mixing while filling;
when emptying
O Pump from second -stage lagoon
O Bottom or midlevel loading;
O Tank covers;
O Basin surface mats of solids;
O Proven biological additives or oxidants
❑ Extend drainpipe outlets underneath liquid
level;
❑ Remove settled solids regularly
•
Agitation
Agitation when spreading;
O
Soil injection of slurry/sludges;
Manure, slurry or sludge
outlets .
Volatile gas emissions
O
Wash residual manure from spreader after use;
spreader
O
Proven biological additives or oxidants
0
Volatile gas emissions while
❑
Soil injection of slurry/slud.geg
Uncovered manure,
or sludge on field
drying
O
Soil incorporation within 48 hrs.;
slurry
O
Spread in thin uniform layers for rapid drying;
surfaces
O
Proven biological additives or oxidants
carcass decomposition I$ Proper disposition of carcasses
Ueaa an uuu,a
Dead animal disposal • Carcass
O Complete covering of carcasses 111 uul lay
O Proper location/construction of disposal pits
Y"'
Incinerators
Incomplete combustion O Secondary stack burners

�Source� Cause BM.Ps to Minimize Odor
Site Specific Practices
_
Standing water around • improper drainage; �T N Grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter
J^
Manure tracked onto • Poorly maintained access roads 19 Farm access road maintenance
public roads from farm
access
Additional Information: _
Available From
Swine Manure Management; 0200 Rule/BMP Packet
NCSU, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet
NCSU - BAE
Swine Production Facility Manure Management: Pit Rect arge - Lagoon Treatment; EBAE 128-88
NCSU - BAE
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-88
NCSU - BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage ; . EBAE 103-83
NCSU - BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU - BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU - Swine Extension
Environmental Assurance Program ; NPPC Manual
NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
Florida Cooperative Extension

Insect Control Checklist for Animal Operations
Source tom^ Y Cause
BM[Ps to Control Insects Site Specific Practices
Liquid Systems
Flush Gutters • Accumulation of solids
O Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
O Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids
_
IN Maintain lagoons, settling.basins and pits 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
IW Maintain vegetative control along banks of
Growth
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along watees edge on impoundment's perimeter.
Feeders
Feed Storage
Dry Systems
• Feed Spillage CI Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
CR Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer, 15-30 day interval
_ during winter).
Accumulations of feed residues O Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
O Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.

Cause BMPs to Control Insects. Site Specific Practices
Source
Animal Holding Areas •
Accumulations of animal wastes O Eliminate low areas that trap moisture along
and feed wastage fences and other locations where waste
accumulates and disturbance by animals is
minimal.
O Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and
remove or break up accumulated solids as
needed).
Dry Manure Handling
Accumulations of animal wastes O Remove spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
Systems
during winter) where manure is loaded. for land
application or disposal.
O Provide for adequate drainage around manure
stockpiles.
I] Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NC, 27695-7613.

Insect Control Checklist for Animal Operations
Source Cause BM11s to Control Insects
Flush gutters Accumulation of solids
Lagoons and pits Crusted solids
Excessive vegetative Decaying vegetation
growth
Liquid S stems
® Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
13 Remove bridging of accumulated solids at
dischar e
13 Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
over more than 30 percent of surface
® Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
nrry Systerns
Feeders Feed spillage 13 Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)
AMIC - November- 11, 1996, page
site eciffic Practices

Soun�-ce
s�s��# ®n#r®9 Checklist for
Ai
Beed Animal
storage Cause Operations
Accumulations of feed g�
residues ® Reduce �ontrol gseeis In accumulation within and around
immediate perilneter of
ensuring feed storage areas by
g drainage is awe
adequate co �' fi °m site and/or containment (e•g., covered bin foaPaOviding
---- products)gaain and sirxailar high moisture
Animal holding eases o ® Inspect for and re green
Accumulations of animal solids in filter str. move or break up accumulated
wastes and feed ® EIiminate low ar°wild feed store e
wastage aa'eas that tra as needed
and other locations w p moisture alon
disturbance b here waste accu g fences
Y animals is mutates and
Maintain fence rows minimal
holding and Ater strips around animal
g areas to minimize accumulations of
IJ�'y manure handling (a•e•� inspect for and remove systems Accumulations of animal accumulated solids as move or brealc up Wastes
wastes ®Remove needed)
spillage on a routine b
7- to 10 —�
S ite S 3ee e 1P
-dayintelval d asis (e.g,,-------------
interval du uring sitrnme--------------
zaaag Winter) wherea, 1- to 30-daY
land application ogoaa. disposal manure is loaded for
® Provide for adequate ts drainage
Stockpiles around manure
® Inspect for and re
mve
wastes in filter St oaa around break stockP' Iles
p accumulated
®� ""e �Ofor handlin areas
��tuon as needed and manure
Cooperative E�tensioaa eon�acte Service, Department of Entomology Box 7613, North Carolina
State Zlniversity, Raleigh, NC 27695"-7613
AMIC - November 11, 1996, page 2

_4`11WERGENCY ACT
JOAT PLAN
PHONE NUA4BERS
Division of Water Resources (DWR)
Emergency Management g ment System (EMS) �- - -- -
Soil and Water Conservation District (SWC_ D)
Natural Resources Conservation Service
(MRCS) ~~��
This plan will be implemented in the event that
overflowing, or runnin wastes from your operation are leaking,
g off site. you should not wait until wastes reach surface
Your property to consider that
this does not ha You have a probiem. you should make every effort to ensers ure leave
happen. This plan should be posted in an accessible -location fo
the facility. The folIowin re that
g are some action items you should take. r all employees at
� • Stop the release of wastes. Depending pending on the situation
Possible problems are listed 16 may or may not be possible.
Suggested responses to
a
a. Lagoon overflow -possible solutions are:
l) Add soil to berm to increase elevation of dam.
2) Pump wastes to fields at an acceptable rate.
3) Stop all flows to the lagoon immediately.
4) Calla pumping contractor.
5) Make sul-, no surface water is entering lagoon.
b Runoff from waste application field -actions include:
1) Immediately stop waste application.
2) Create a temporary diversion to contain waste.
3) Incorporate waste to reduce runoff.
4) EvaIuate and eliminate the reason(s) that caused the
runoff.
5) Evaluate the application rates for the fields where ru Hoff ocffoc
C. Leakage from the waste pipes and sprinklers -action include:curred.
9) Stop recycle pump.
2) Stop irrigation pump.
3) Close valves to eliminate further discharge.
4) Repair all leaks prior to restarting pumps.
1 November 23, 2016

d. Leakage from flush systems, houses, solid separators -action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Make sure no siphon occurs.
4) Stop all flows in the house, flush systems, or solid separators.
5) 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:
1) Dig a small sump or ditch away from the embankment to catch all seepage, put in
a submersible pump, and pump back to lagoon.
2) If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
3) 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 DWR regional office, phone number:
. After hours, emergency number: 1.800-858-0368. 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:
. Instruct EMS to contact local Health Department.
C. Contact the following for advice/technical assistance:
1) Cooperative Extension, phone number:
2 November 23, 2016

2) local SWCD office, phone number:
3) local MRCS office, phone number:
4. If none of the above works call 911 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a,
b.
C.
Contractors Name:
Contractors Address:
Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer,
etc.)
a. Name:
b. Phone:
7. Implement procedures as advised by DWR 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.
3 November 23, 2016

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects `Site Specific Practices
Feed storage Accumulations of feed Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
ensuring drainage is away, from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products)
.0 Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding areas Accumulations of animal 0 "Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
Maintain fence rows and filter strips around .animal
holding areas to minimize accumulations .of wastes
(i.e:; inspect for and,remove or break up
accumulated solids as .needed)
Dry manure handling Accumulations of animal 0 Remove spillage on a routine basis (e.g.,
systems wastes 7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal.
0 Provide for adequate drainage around manure
stockpiles.
0 Inspect for and remove or break up accumulated
wastes in' filter strips around stockpiles and manure
handling areas as needed
For more information contact:
Cooperative.Extension Service, Department of Entomology, Box 7613, North Carolina State University,.Raleigh, NC 27695-7613.
AMIC - November 11, 1996, page 2

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific, Practices
Liquid Systems
Flush gutters Accumulation of solids O Flush system is designed and operated sufficiently
to remove accumulated solids from gutters.as
designed
O Remove bridging of accumulated solids at
Lagoons and pits • Crusted solids O Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
over more than 30 percent of surface
Excessive vegetative • Decaying vegetation ' Maintain vegetative control along banks of
growth lagoons and other impoundments to prevent ��W y
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dry Systems
Feeders Feed spillage O Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
C3 Cleanup spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)
AMTC'' - NnvPmhPr 11. 1996 nnaa 1

Swine Farm Waste Management Odor Control Checklist
Source Cause. BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine production A Vegetative or wooded buffers
Recommended best management practices
Good judgment. and common sense
Animal body • Dirty manure -covered Dry floors
surfaces animals
Floor surfaces • Wet manure -covered floors Slotted floors
Waterers located over slotted floors
"O Feeders at high end of solid floors
O Scrape manure buildup from floors
Manure collection
O Underfloor ventilation for drying
Urine Frequent manure removal by flush, pit recharge,
pits Partial microbial or scrape
decomposition O Underfloor ventilation
Ventilation exhaust Volatile gases K Fan maintenance
fans Dust Efficient air movement
Indoor surfaces
• Dust, Washdown between groups of animals
0 Feed additives
O Feeder covers
O Feed delivery downspout extenders to feeder
covers
Flush tanks Agitation of recycled lagoon O Flush tank covers
liquid while tanks are filling 0 Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys Agitation during wastewater O Underfloorfflush with underfloor ventilation
conveyance
AMOC -November 11, 1996, page 1

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Pit recharge points Agitation of recycled lagoon 0 Extend recharge lines to near bottom of pits with
liquid while pits are filling anti -siphon vents
Lift stations • Agitation during sump tank 0 Sump tank covers
filling and drawdown
Outside drain • Agitation during wastewater 0 Box covers
collection or junction conveyance
boxes
End of drainpipes
• Agitation during wastewater
0
Extend' discharge point of pipes underneath
at lagoon
conveyance
lagoon liquid level
Lagoon surfaces
• Volatile gas emissions
Proper lagoon liquid capacity .
• Biological mixing
Correct lagoon startup procedures
• Agitation
O
Minimum surface area -to -volume ratio
0
Minimum agitation when pumping
O
Mechanical aeration
0
Proven biological additives
Irrigation sprinkler
• High pressure agitation
,U..
Irrigate on dry days with little or no wind
nozzles
• Wind drift
K
Minimum recommended operating pressure
'D
Pump intake near lagoon liquid surface
0
Pump from second -stage lagoon
Storage tank or
Partial microbial
0
Bottom or midlevel loading
basin surface
decomposition
0
Tank covers
• Mixing while.filling
O
Basin surface mats of solids
• Agitation when emptying
0
Proven biological additives or oxidants
A T%4Ad- _ AT^� er"1 _ 1 1 00A --. 7
111e 1l l — I V Y L111V.,L 1 1 1 l JV, vur,L L

Swine Farm Waste Management Odor Control Checklist
Source
Cause
BMPs to Minimize Odor Site Specific Practices
Settling basin surface
Partial: microbial
0
Extend drainpipe outlets underneath liquid level
decomposition
0
Remove settled solids regularly
•
Mixing while filling
•
Agitation when emptying
Manure, slurry, or. +.
Agitation when spreading
O
Soil injection of slurry/sludges
sludge spreader
Volatile gas emissions
0
Wash residual manure from spreader after use
outlets.
0
Proven biological additives or oxidants
Uncovered manure,
Volatile gas emissions while
0
Soil injection of slurry/sludges
slurry, or sludge on
drying
0
Soil incorporation within 48 hours
field surfaces
0
Spread in thin uniform layers for rapid drying
O
Proven biological additives or oxidants
Dead animals
Carcass decomposition
0
Proper disposition of carcasses
Dead animal disposal •
Carcass decomposition
0
Complete covering of carcasses in burial pits
pits
O
Proper location/construction of disposal pits
Incinerators •
Incomplete combustion
O
Secondary stack burners
Standing water •
Improper drainage
0
Grade and landscape such that water drains away
around facilities .
Microbial decomposition of
from facilities
organic matter
Manure tracked onto •
Poorly maintained access
O
Farm access road maintenance
public roads from
roads
farm access
AMOC - November 11, 1996, page 3

Additional Information:
Swine Manure Management; .0200 RuleBMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge— Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush— Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater. Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurance Program; NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management:'Odors and Flies; PRO107, 1995 Conference Proceedings
Available From:
NCSU, County Extension Center
NCSU— BAE
NCSU— BAE
NCSU— BAE
NCSU— BAE
NCSU— BAE
NCSU— Swine Extension
N.C. Pork Producers Assoc.
NCSU Agricultural Communications
Florida Cooperative Extension
fnr�nr - i�Ti�v%, hei i lnn<, }gage 4