310816_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, al/ applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
MAR 2 7 2019
1. Farm Number:
2. Facility Name:
31-0816 Certificate Of Coverage Number: AWS310816
Rockfish Farms # 1 and 2
3. Landowner's Name (same as on the Waste Management Plan):
4. Landowner's Mailing Address: P Dex 757— S'624311
City: Rose-1.1il1- Wi (minl}an
Telephone Number: 910 289 2141 E4t.
qia-zsz--!,-y1t7
5. Facility's Physical Address: 1722,Comwallis Rd
City: Rose Hill
6. County where Facility is located: Dunlin
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"):
State:
10. Operator Name (OIC):
11.
Lessee's Name (if there is not a Lessee, h �twwrrite "None"):
Y,
12. 'Indicate animal operation type and number:
Current Permit:
Operation Types:
wine
Wean to Finish
Wean to Feeder
Farrow to Finish
Feeder to Finish
Farrow to Wean
Farrow to Feeder
Boar/Stud
Gilts
Other
Rockfish Farms Inc
Pay Cvpssi : (4,47
Zip: 28455'• 2 fl 1I
E-mail: C. T I$'ia,I ci 3 2 et ma.; a.; S , eom
State: NC Zip: 28458
,x FM_ ..; 3 o s h,t t-c. Lii
9"4.alb-51 -59'45
Murphy -Brown LLC
Phone No.: 9+$8503.g$0q
co- m - 54:N
Operations Type Allowable Count
Swine - Feeder to Finish 9,792
Cattle
Dairy Calf
Dairy Heifer
Milk Cow
Dry Cow
Beef Stocker Calf
Beef Feeder
Beef Broad Cow
Other
Dry Poultry
Non Laying Chickens
Laying Chickens
Pullets
Turkeys
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers
OIC #: .49e0520-0
1ooZ95(o
Other Types
Horses - Horses
Horses - Other
Sheep - Sheep
Sheep - Other

13. Waste Treatment and Storage Lagoons (Verify the following infonnation is accurate and complete. lvlake all necessary
corrections and provide missing data)
Structure
Name
1
2
Estimated
Date
Built
ill co
Liner Type
(Clay, Synthetic,
Unknown)
Cray
CA et y
Capacity
(CabicFeet)
110.544118.
IJos- j2.48
Estimated
Surface Area
(Square Feet)
141,134.00
141,134.00
Design Freeboard
"Redline"
(Inc)
19.50
19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. Themost recent Waste Utili7ationPlan (WUP), sinned b■ the owner and a certified- technical specialistcontainmg:
a -Tl e bieiod by`wfncli waste is applied tol ie aI trey-` e.. rrt
silos (g 'gaiion, mlection, efc
b. A map of every fieldtised 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 utli7ed in the WUP
h. The required MRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality -Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, - etn.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attaclunents 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: X Gt- S`j / girl/,2ii G, Title: 8'7•eJT2.«J
Signature: .Q j!r Date: •0-4e% 29, 2-o`9
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations -Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

Grower: Rockfish fe
Address: PO Box 757
Rose Hill, NC 28458
County: Duplin
DesigneeBy: KBW
Checked By: DSE
Date: OVUM
Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: 0
Wean to Finish: 0
Finishing: 4896 Hd.
Farrow to weanling: 0
Farrow to feeder: 0
Farrow to finish: 0
Boars: 0
Storage Period: 180 Days
25 Yr. / 24 Hr Storm Event 7.5 In.
"Heavy Rain" Factor Not Applicable
Rainfall in Excess of Evaporation 7.0 In.
Additional Water Usage: 0
Additional Drainage Area: 0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N) N
Does Operator Want Emergency Spillway? (Y/N) N
Was This Design Built Prior to Sept. 1996? (Y/N) Y
Is Drain Tile Req'd to Lower SHWT? (Y/N) N
Seasonal High Water Table Elev: 0.00
Freeboard: 1.0 Ft.
Emergency Spillway Flow Depth: Not Applicable
Side Slopes: 3 :1 (H:V)
Inside Top Length: - 325.0 Ft.
Inside Top Width: 435.0 Ft.
Top of Dike Elevation: Depth 109.44 Ft.
Finished Bottom Elevation: 10.00 Ft. 99.44 Ft.
Start Pump Elevation: 19.92 In. 107.78 Ft.
Stop Pump Elevation: 46.8 In. 105.54 Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % REQ'D.
Storm Stor =
Temporary =
Permanent =
Total Volume =
88359 (Cu.Ft.)
243880 (Cu.Ft.)
660960 (Cu.Ft.)
993,199 (Cu.Ft.)
89,525 (Cu.Ft.)
288,803 (Cu.Ft.)
680,920 (Cu.Ft.)
1,059,248 (Cu.Ft.)
1/2 Treatment Volume =
1/2 Treatment Volume Elevation =
90 Temporary Storage Volume Elevation =
330,480 (Cu.Ft.)
102.75 Ft.
106.54 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
101.32%
118.42%
103.02%
106.65%
80.32 In.
34.75 In.
1.5 Ft.
141,375 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856,Warsaw, NC 28398
[phone]

Grower: Rockfish 2
Address: PO Box 757
Rose Hill, NC 28458
County: Duplin
BASE VOLUME:
ACTUAL DESIGN
VOLUME
Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.) Area (SF)
99.44 99,375
100.00 101,537
101.00 105,453
102.00 109,441
103.00 113,502
104.00 117,634
105.00 121,838
106.00 126,115
107.00 130,463
108.00 134,883
109.00 139,376
109.44 141,375
Designed By: KBW
Checked By: DSE
Date: 01/08/10
Sheet 2 of 7
CALCULATIONS
Incr. Vol. (Cu. FT)
56,255
103,495
107,447
111,471
115,568
119,736
123,976
128,289
132,673
137,129
61,765
Cumul. Vol. (Cu. FT)
0
56,255
159,750
267,197
378,669
494,237
613,973
737,949
866,238
998,911
1,136,040
1,197,806
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 993,199 CF
CUMULATIVE VOL.
ZONE VOL. 106.65%
END PUMP = = = = 105.54 FT
START PUMP = = 107.78 FT
MAX STORAGE = 108.44 FT
680,920 CF TR'MT
969,723 CF TEMP
1,059,248 CF STORM
680,920
288,803
89,525
103.02%
118.42%
101.32%
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw, NC 28398 [phone]

Grower: Rockfish 2
Address: PO Box 757
Rose Hill, NC 28458
County: Duplin
Designed By: KBW
Checked By: DSE
Date: 01/08/10
Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required
Sludge St
Animal Type Capacity ALW * (cult/lb) = Total
Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
4,896
135
1.00
660,960
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Total Required Treatment Volume (cu. ft )_
660,96
Animal Type Capacity ALW * (cult./lb) = Total
Nursery
0
30
0.00
0
Wean to Finish
0
115
0.00
0
Finishing
4,896
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Pr
Excess Fr
0
Animal Type Capacity * Sto. Period d./day) = Total
Nursery
0
180
0.30
0
Wean to Finish
0
180
1.17
0
Finishing
4,896
180
1.37
1,207, 354
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
180
4.06
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
1,207,354
161,411
Animal Type Capacity * Sto. Period d./day) = Total
Nursery
0
180
0.00
0
Wean to Finish
0
180
0.00
0
Finishing
4,896
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
Boars
0
180
0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
0
0
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398
[phone]

Grower: Rockfish 2 Designed By: KBW
Address: PO Box 757 Checked By: DSE
Rose Hill, NC 28458 Date: 01/08/10
County: Duplin Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (141375 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)=
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (141375 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)=
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (141375 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) =
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0
Total Required Storm Storage
(25Yr. / 24Hr. Storm + 'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) =
Total Required Permanent Storage
(Treatment + Sludge) =
TOTAL REQUIRED VOLUME = 993199 (CU.FT.)
82,469
88,359
88,359 (CU.FT)
243,880 (CU.FT)
660,960 (CU.FT)
Murphy -Brown, LLC Engineering
(
P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Rockfish 2 Designed By: KBW
Address: PO Box 757 Checked By: DSE
Rose Hill, NC 28458 Date: 01/08/10
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25Yr. / 24Hr. Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Depths:
TOTAL DESIGN VOLUME = 1059248 (CU.FT.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Total Lagoon Depth
109.44 FT.
Not AI Applicable
108.44 FT.
Not Applicable
107.78 FT.
105.54 FT.
Not Applicable
0.00
99.44 FT.
325.00 FT.
435.00 FT.
3:1 H:V
141,375 SF
1.5 FT.
1.00 FT.
180 Days
6.1 FT.
2.2 FT.
1.7 FT.
10.0 FT.
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 (910) 293. 3434

Grower:
Address:
County:
Rockfish 2
PO Box 757
Rose Hill, NC 28458
Duplin
Designe h. ,V
CheckecDSE
Date: 01/08/10
Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 109.44
STRT PMP EL.= 107.78
END PMP EL. = 105.54
TOP OF STORM ELEV = 108.44
TOP OF TEMP STORAGE ELEV = 107.78
TOP OF TREAT ELEV = 105.54
FINISHED BOTTOM ELEV = 99.44
SHWT = 0.00
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398
[phone]

Grower: Rockfish 2 Designed By: KBW
Address: PO Box 757 Checked By: DSE
Rose Hill, NC 28458 Date: 01/08/10
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
DESIGNED:
DATE:
COMMENTS:
NOTE: See attached Waste Utilization Plan
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Rockfish 2
Address: PO Box 757
Rose Hill, NC 28458
County: Duplin
Designed By: KBW
Checked By: DSE
Date:
Sheet 1 of 7
01/08/10
ANAEROBIC
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
WASTE LAGOON DESIGN
Farm Population:
Not Applicable
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
Does Operator Want Emergency Spillway?
Was This Design Built Prior to Sept. 1996?
Is Drain Tile Req'd to Lower SHWT?
Seasonal High Water Table Elev:
Freeboard:
Emergency Spillway Flow Depth:
Side Slopes:
Inside Top Length:
Inside Top Width:
Top of Dike Elevation:
Finished Bottom Elevation:
Start Pump Elevation:
Stop Pump Elevation:
(Y/N)
(Y/N)
(Y/N)
(Y/N)
Not Applicable
LAGOON VOLUME REQUIRED VOL.
Storm Stor =
Temporary =
Permanent =
Total Volume =
88359 (Cu.Ft.)
243880 (Cu.Ft.)
660960 (Cu.Ft.)
993,199 (Cu.Ft.)
Depth
10.00 Ft.
19.92 In.
46.8 In.
DESIGN VOLUMES
89,525 (Cu.Ft.)
288,803 (Cu.Ft.)
680,920 (Cu.Ft.)
1,059,248 (Cu.Ft.)
N
N
Y
N
1/2 Treatment Volume =
1/2 Treatment Volume Elevation =
90 Temporary Storage Volume Elevation =
330,480 (Cu.Ft.)
102.75 Ft.
106.54 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
0
0
4896 Hd.
0
0
0
0
180 Days
7.5 In.
7.0 In.
0
0
0.00
1.0 Ft.
3 :1 (H:V)
325.0 Ft.
435.0 Ft.
109.44 Ft.
99.44 Ft.
107.78 Ft.
105.54 Ft.
% REQ'D.
101.32%
118.42%
103.02%
106.65%
80.32 In.
34.75 In.
1.5 Ft.
141,375 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856,Warsaw, NC 28398
[phone]

Elevation (FT.)
99.44
100.00
101.00
102.00
103.00
104.00
105.00
106.00
107.00
108.00
109.00
109.44
Grower:
Address:
County:
Rockfish 2
PO Box 757
Rose Hill, NC 28458
Duplin
Designed By: KBW
Checked By: DSE
Date: 01/08/10
Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: - Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Area (SF)
99,375
101,537
105,453
109,441
113,502
117,634
121,838
126,115
130,463
134,883
139,376
141,375
Incr. Vol. (Cu. FT)
56,255
103,495
107,447
111,471
115,568
119,736
123,976
128,289
132,673
137,129
61,765
Cumul. Vol. (Cu. FT)
0
56,255
159,750
267,197
378,669
494,237
613,973
737,949
866,238
998,911
1,136,040
1,197,806
These volumes were calculated using the vertical average end area method.
ZONE VOL. 106.65%
TOTAL REQD VOL 993,199 CF
END PUMP = = = =
START PUMP = _
MAX STORAGE =
105.54 FT
107.78 FT
108.44 FT
CUMULATIVE VOL.
680,920 CF TR'MT
969,723 CF TEMP
1,059,248 CF STORM
680,920
288,803
89,525
103.02%
118.42%
101.32%
Murphy -Brown, LLC Engineering
P.O. Box 856,Warsaw, NC 28398 [phone]

Grower: Rockfish 2
Address: PO Box 757
Rose Hill, NC 28458
County: Duplin
Designed By: KBW
Checked By: DSE
Date: 01/08/10
Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required
Animal Type Capacity * ALW * (cu.ft./Ib) = Total
Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
4,896
135
1.00
660,960
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Sludge Sto
Total Required Treatment Volume (cu. ft )_
IQJc vw�„w.
Animal Type Capacity * ALW * (cult./lb)
= Total
Nursery
0
30
0.00
0
Wean to Finish
0
115
0.00
0
Finishing
4,896
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary S orage Volume:
Manure Producti
Excess Fr
U,,.
Animal Type Capacity * Sto. Period d./day) = Total
Nursery
0
180
0.30
0
Wean to Finish
0
180
1.17
0
Finishing
4,896
180
1.37
1,207,354
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
180
4.06
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
161,411
Animal Type Capacity * Sto. Period d./day) = Total
Nursery
0
180
0.00
0
Wean to Finish
0
180
0.00
0
Finishing
4,896
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
Boars
0
180
0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
0
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398
[phone]

Grower: Rockfish 2 Designed By: KBW
Address: PO Box 757 Checked By: DSE
Rose Hill, NC 28458 Date: 01/08/10
County: Duplin Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (141375 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)=
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (141375 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)=
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (141375 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) _
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0
Total Required Storm Storage
(25Yr. / 24Hr. Storm + 'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) =
Total Required Permanent Storage
(Treatment + Sludge) =
TOTAL REQUIRED VOLUME = 993199 (CU.FT.)
82,469
88,359
88,359 (CU.FT)
243,880 (CU.FT)
660,960 (CU.FT)
0
0
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Rockfish 2 Designed By: KBW
Address: PO Box 757 Checked By: DSE
Rose Hill, NC 28458 Date: 01/08/10
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25Yr. / 24Hr. Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Depths:
TOTAL DESIGN VOLUME = 1059248 (CU.FT.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Total Lagoon Depth
Murphy -Brown, LLC Engineering
109.44 FT.
Not Al Applicable
108.44 FT.
Not Applicable
107.78 FT.
105.54 FT.
Not Applicable
0.00
99.44 FT.
325.00 FT.
435.00 FT.
3:1 H:V
141,375 SF
1.5 FT.
1.00 FT.
180 Days
6.1 FT.
2.2 FT.
1.7 FT.
10.0 FT.
P.O. Box 856, Warsaw NC 28398 [phone]

Grower:
Address:
County:
Rockfish 2
PO Box 757
Rose Hill, NC 28458
Duplin
ZONE ELEVATIONS
TOP OF DIKE ELEV = 109.44
Designe LAW
Checkec DSE
Date: 01/08/10
Sheet 6 of 7
STRT PMP EL.= 107.78
END PMP EL. = 105.54
TOP OF STORM ELEV = 108.44
TOP OF TEMP STORAGE ELEV = 107.78
TOP OF TREAT ELEV = 105.54
Murphy -Brown, LLC Engineering
FINISHED BOTTOM ELEV = 99.44
SHWT = 0.00
P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Rockfish 2 Designed By: KBW
Address: PO Box 757 Checked By: DSE
Rose Hill, NC 28458 Date: 01/08/10
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
DESIGNED:
DATE:
NOTE: See attached Waste Utilization Plan
COMMENTS:
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 [phone]

&I/S*61A Dcw-i s
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiole methods indicate a primary versus secondary °pion.
Methods other than those listed must be approved by the State Veterinarian_
Prinlaary secondary Routine Mortality
❑ U
Version -November 26. 2018
Burial three feet beneath the surface of the ground within 24 hours of krnovrledge of animal
death. The burial must be at least 300 feet from any flowing stream or Wile body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan:
❑ ❑ Landfill at municipal solid waste facfifiy permitted by NC DEQ under GS 15A-NCAC
13B .0200.
Rv ❑ Rendering at a rendering plant licensed under G.S. 106-168.7.
ElEl Complete incineration according to 02 NCAC 52C .0102.
❑ A composting system approved and permitted by the NC Deparbuent of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If coinpost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
El El
❑ ❑
El
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinioniof the State Veterinarian. auould make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Witten 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 faciklty's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must bedone in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to fac lty's animal
waste management system permit). -
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signare of Farm Owner/Manager
oQQc l
Date
Signature of Technical Specialist Date

►r- 1 r✓�' l\Lu-rse t e-5
System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear tends
to reduce operating pressure and flow. With continued use, nozzle wear results in an
increase in the nozzle opening which will increase the discharge rate while decreasing the
wetted diameter.
You should be aware that operating the system differently than assumed in the design will
alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle. Clogging
of nozzles can result in pressure increase. Plugged intakes or crystallization of mainlines
will reduce operating pressure. Operating below design pressure greatly reduces the
coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout the
application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On a
windless day, variation between containers of more than 30 percent is cause for concern.
You should contact your irrigation dealer or technical specialist for assistance.
`Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
1
14-
M00202120149

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 berrnudagrass) 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.
a 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
2

D peiiact'o► . } I'Yl a chfieftutw.c.e_
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
3
M00202120151

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.
• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and water
conservation.
4
M00202120152

• 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 / 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
• 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.
5
M00202120153

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.
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.
6
M00202120154

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.
7
M00202120155

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTENSION SERVICE (CES)
(910) 395 - 3900
(910) 259 - 1210
(910) 259 - 4305
(910) 259 - 4305
910) 259 - 1235
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location
for all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow - possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing Teaks -
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
8
M00202120156

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, 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 the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name,
facility number, 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 the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number.
4. If none of the above works call 911 or the Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Sm +-VA e1 cc b P`ry 0,
b. Contractors Address: P.O. Box 759. Rose Hill. NC 28458
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: (910) 289 - 2111
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
9
M00202120157

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source -Cause : BMP's to Minimize Odor
Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids
Lagoons and Pits Crusted Solids
(wiFlush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
( ) : Remove bridging of accumulated solids at
discharge
i✓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 Decaying vegetation (✓maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () 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. 7-10 day
interval during summer, 15-30 day interval during winter).
Feed Storage Accumulation of feed (/Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
insuring drainage away from site andlor providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
(if Ioducis).
nspect for and remove or break up accumulated
solids in fitter strips around feed storage as needed.
Animal Holding Accumulation of animal ETiminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
(i Misturbance by animals is minimal.
aintain fence rows and filter strips around anima(
holding areas to minimize accumulations of wastes
(Le. inspect for and remove or break up accumulated
solids as needed).
MIC — November 11, 1996
10

Dry Manure Handling Accumulations of animal () Remove spillage one routine basis (e.g. 7-10 day
Systems wastes interval during summer, 1530.days interval during
winter)where manure is loaded for land application
or disposal.
(provide for adequate drainage around manure stockplles
() Inspect for and remove or break up accumulated wastes
in filterstrips around stockpiles and manure handling
areas as needed.
The'issues checked () pertain to this operation. The landowner I integrator agrees to
use sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me_
Deedize,:g
r Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613,North Carolina State University, Raleigh, NC 27695-7613_
ANC — November 11, 1996
it

•.Ft
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor r + Site Specific Praclices
Farmstead Swine .production (V Vegetative or wooded buffers:
(v)Recommended best management
practices; -
(.v)Good judgment and common sense
Animal body
surfaces
Dirty manure. ( )Dry floors
covered animals
Floor surfaces Wet manure -covered (I-jSlotted floors;.
floors (v)Waterers located over slotted. floors;
(v)Feeders at high end of solid floors;
(-9•Scrape manure buildup from floors;
( )Underfloor ventilation for drying
Manure collection Urine,
pits
Partial microbial
decomposition
Ventilation Volatile gases
exhaust fans Dust
Indoor surfaces Dust
(4.-1 requent manure removal by flush, pit
recharge or scrape
( )Underfloor ventilation,.
&.Fan maintenance;
( &)Efficient air movement
(i iWashdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
• feeder covers
Flush Tanks Agitation of recycled ( )Flush tank covers
lagoon liquid while tanks ( )Extend fill fines to near bottom of tanks
are filling with anti -siphon vents
Flush alleys Agitation during waste ( )Underfloor flush with underfloor
water conveyance ventilation
Pit rectaarge Agdation of recycled ( )Extend recharge lines to near bottom of
points lagoon liquid while pits pits with anti -siphon vents
are filling
Lift stations Agitation during sump
tank filling and drawdown
( )Sump tank covers
Outside drain Agi-tatwn during waste ( )Box Covers
collection or water conveyance
junction boxes
End of drain Agitation during waste ()Extend discharge point of pipes
pipes at lagoon water underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions ('roper lagoon liquid capacity
Biological mixing (i)Correct lagoon startup procedures
Agitation ( )Minimum surface area -to -volume ratio
(4,1inimum agitation when pumping -
( )Mechanical aeration
( )Proven biological additives
Irrigation sprinkler Nigh pressure agitation ( frigate on dry days with little or no wind
nozzles Wind draft ( inunum recommended operation pressure
ump intake near lagoon liquid surface
( )Pump from second -stage lagoon
AMOC — November 11,1996
12

Storage tank or
basin surface
Setting basin
surface
Partial microbial
decomposition Mixing while (
filling Agitation when emptying(
(
Partial microbial decorn- (
position Mixing white tilling
Agitation When emptying (
)Bottom or midlevel loading
}Tank covers
)Basin surface mats of solids
)Proven biological additives or oxidants
)Extend drainpipe outlets underneath liquid
' fever "
)Remove settled solids regularly
Manure, slurry or
sludge spreader
outlets
Dead animals
Dead animal
disposal pits
incinerators
Agitation when spreading
Volatile gas emissions
Standing water
around facilities
Carcass decomposition
Carcass decomposition
'Incompiete combustion
( }Soil injection of slurry/sludges
( )Wash residual manure from spreader after use
( )Proven biological additives or oxidants
( )Proper disposition of carcasses
( }Complete covering of carcasses in burial pits
( )Proper location/ construction of disposal pits
•
improper drainage
Microbial decomposition of
organic matter `
( `)Secondary stack bumers
"s1M4 access road maintenance
away from lacifties
Manure tracked Poorly maintained access (44arm access road maintenance
onto public roads 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 ManagementPit Recharge —Lagoon TreatmentEBAE128-88NCSU,BAE
Swine Production Fealty Manure ManagementUnderiioor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
NCSUSwine Extension
NC Pork Producers Assoc
NCSU Agri Communication
Florida Cooperative Extension
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 Concems in Animal Manure Management Odors and Files; PR0101,
1995 Conference Proceedings
The issues checked ( ) pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying odor control measures as practical.
1 certify the aforementioned odor control Best Management Practices have been
reviewed with me.
13

MORTALITY MANAGEMENT METHODS
(Check which method(s) are being implemented)
) Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial will be at least 300 feet from any flowing
stream or public body of water.
(✓ ) Rendering at a rendering plant licensed under G. S. 106 - 168.7
( ) Complete incineration
( ) In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture.
(
) Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
14
MAR 7 2019
M00202120162

FIELD 1
114.17 acres
\
3\
64
\
rr 1
cn
FIELD 3 r� ,
24.41 acres
9
54
19 20
18
1I RISER
RISER
22
23
24
25
27
26
38 28
42 37 3635 29
RISER 31 30
43
RISER
44
RISER
45
48
RISER
51
52
55
RISER
67
56 RISER
i RISER
34
HOG BUILDINGS
AND LAGOON
68
RISER
67 HOG BUILDINGS
RISER AND LAGOON
58
C 69 0 76
0 VS NAIL
RISER
1
RISER
91 93
4
32
75
74
21,
73
72 FIELD 2
17.34 acres
69 -^
0 RISER 7071
86
O/S NAIL
80 7978
84
81
82
83'
FIELD 4
15.66 acres
96
77

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zoie l-/Z0 Pep
sane pew3m aas
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algel saja.e Palarn aas
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Nutrient Manage et Plan For Animal Waste Util ation
01-06-2015
This plan has been prepared for: This plan has been developed by;
Rockfish Farms 31816 Billy WHouston
Crystal Davis Duplin Soil & Water Conservation
PO Box 757 165 Agriculture Dr.
Suite B
Rose Hill, NC 28458 Kenansville, NC 28349
919-799-7323 910-296-2120
Developer Signature
Type of Plan: Nutrient Management 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 (manager or producer)
I--6- Is
Date
Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Re -sources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Co€ ni ission.
Plan Approved By: �.4 ilr✓ �
"6 - r
Technical Specialist Signature Date
140701 Database Version 4.1 Date Printed: 01-06-2015 Cover Page 1

Nutrients applied in actor€lan.ee with this plan will be supplied from the
following souree(s):
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder -Finish Lagoon Liquid waste generated 9,0 77,184 gals/year by a 9,792
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Broadcast
Estimated Pounds of Plant Available Nitrogen Generated per Year
16362
eorporateed
19634
Injected
Irrigated
19634
16362
Year 1
Year 2
Max. Avail.
PAN (lbs)
16,362
16,362
Actual PAN
Applied (lbs)
25215
27475
PAN Surplus/
Deficit (lbs)
-8,853
-11,113
Actual Volume
Applied (Gallons)
13,044,456
Volume Surplus/
Deficit (Gallons)
- 3,96��
14,298,441
- 5,221,257
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application rnethod(s) identified in the plan for this source.
140701 Database Version 4.1 Date Printed: 01-06-2015 Source Page 1 of 1

Narrative
This WUP has been revised to show wetted acres based on an existing irrigation footprint for pulls
shown, installation of a center pivot, and Aer-Way application of approximately eight(8) acres(labeled
PVT,AW).
Pulls H9-HI I are planted to Bermuda Hay with Smallgrain Overseed. Pull H12B is planted to Fescue
Hay, if grazed the RAN used will be 1201bs N/Ac.
All remaining pulls will be planted to a corn, wheat, soybean rotation, with srnallgrain cover included
before corn. PAN amounts shown in the WUT table reflect this rotation.
ta;f cr)vcI,f hv-f ,o10 feh1rota t;owl
�l� I1j N/, . nut/ bo Gyp1;c-f o Lpr4
140701 Database Version 4.1 Date Printed: 01-06-2015 Narrative Page 1 of I

The table shown below provides a summary ofthe crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop, as well as the crop's P205 Removal Rate. The Leaching Index (LI)
and the Phosphorous Loss Assessment Tool (PLAT) Rating are also provided for each field, where available.
Ifa field's PLAT Rating is High, any planned manure application is limited to the phosphorous removal rate of the
harvested plant biomass for the crop rotation or multiple years in the crop sequence. Fields with a Very High PLAT
Rating should receive no additional applications of manure. Regardless of the PLAT rating, starter fertilizers may be
recommended in accordance with North Carolina State University guidelines or recommendations. The quantity of
P205 applied to each crop is shown in the following table if the field's PLAT rating is High or Very High.
Pled Crops Summary
Tract Field
70791 hl
Total Useable Plat
Acres Awes Rating Soil Series
Crop Sequence
5.78 5.78 Low Norfolk Small Grain Cover
70791 h10
70791 1111
P205
Removal Applied
RYE (lbs/acre) (1bs/.3cre)
N/A 0
N/A
Corn, Grain
Wheat, Grain
115 bu. 51
N/A
60 bu. 30 N/A
Soybeans, Manured, Double Crop
4.7 4-.74 Low N/A Norfolk Small Grain Overseed
Hybrid Bermudagrass Hay
4.90 4.90 Low N/A Norfolk Small Grain Overseed
70791 h12B
70791 h16A
70791 h16B
70791
4.9 ` 4.94 Low N/A
4.3 4.30 Low NIA
Hybrid Bemmudagrass Hay
Norfolk _ Feseue Hay
Norfolk Small Grain Cover
7.83 7.83 Low N/A Norfolk
70791 h16D 7.63 7.63
70791
14070I
h17 [ 9.0 9.02
Database Version 4.1
N/A Norfolk
Low N/A Norfolk
Corn, Grain
Wheat, Grain
Soybeans, Manured, Double Crop
Small Grain Cover
35 but 28
1.0 Tons
N/A
15 N/A
6.5 Tons 80 N/A
1.0 Tons
15 N/A
6.5 Tons 80 N/A
3.5 Tons 55
N/A
N/A
0 N/A
115 bu. 51
60 bu.
N/A
30 N/A
35 bu. 78 N/A
N/A 0
N/A
Com. Grain
115 bu. 51
N/A
Wheat, Grain
60 bu. 30
N/A
Soybeans, Manured, Double Crop
Small Grain Cover
Corn, Grain
Wheat, Grain
35 bu. 28
N/A
N/A 0 N/A.
115 bu. 51 N/A
60 bu.
30 N/A
Soybeans, Manured, Double Crop
Small Grain Cover
Corn, Grain
35 bu. 28 N/A
N/A
15 bu.
0 N/A
51
N/A
Low N/A Norfolk
NOTE: Symbol "' means user entered data.
Wheat, Grain
Soybeans, Manured, Double Crop
Small Grain Cover
Corn, Grain
60 bu. 30
35 bu. 28
N/A 0
115 bu. 51
N/A
TWA
N/A
N/A
Date Printed 1/6/2015
PCS Page 1 of 3

Planned Crops Summary
Tract
Total Useable
Field Acres Acres
70791
h2
3.51
3.51
Plat
Rat
rop Sequence
Wheat, Grain
Soybeans, Manured, Double Crop
Low N/A Norfolk Small Grain Cover -
Corn, Grain
P205
ing LI Soil Series- (
Removal Applied
RYE (lbs/acre) (1bs/acre)
60 bu.
30 N/A
35 bu. 28 N/A
70791
h3
2.04
2.04
Low NI
Wheat, Grain
Soybeans, Matured, Double Crop
Norfolk Small Grain Cover
-r
Corn, Grain
70791
h4
3.11
3.11
Low
N/A
Wheat, Grain
N/A
0 N/A
l l5 bu. 51
60 bu.
35 bu.
N/A
N/A
30 N/A
28 N/A
0 N/A
115 bu. 51
60 bu. 30
N/A
N/A
Soybeans, Manured, Double Crop .35 bu. 28 N/A
Norfolk Small Grain, Cover
N/r1 0
Corn (:rain
70791
7 4,43
4 43
Low
Wheat, Grain
Soybeans, Manured, Double Crop
N/A Norfolk Small Grain Cover
Corn, Grain
115 bu.
60 bu.
51
30
N/A
N/A
N/A
35 bu 28 N/A
N/A 0 N/A
Wheat, Grain
115 bu.
70791 h9
4.4
70791 PVT,AW 8.14
4.46
Low
8.00 Low
N/A
N/A
Soybeans, Manured, Double Crop
Norfolk Small Grain Overseed
Hybrid Bem:udagrass Hay
Norfolk Small Grain Cover
51
60 bu. i 30
35 bu. 28
1.0 Tons 15
6.5 Tors• 80
N/A
0
N/A
N/A
N/A
N/A
N/A
N/A
70791 pvtl 49.90
49.90
Low
N/A
Corn, Grain
Wheat, Grain
115 bu. 51
N/A
Soybeans, Manured, Double Crop
Norfolk ,Small Grain Cover
660 bu. 30
35 bu. 28
N/A
N/A
Corn, Grain
N/A
0
N/A
115 bu.
51
N/A
PLAN TOTALS: 127.85 127.71
140701 Database Version 4.1
NOTE: Symbol * means user entered data.
Date Printed 1/6/2015
Wheat, Grain
Soybeans, Manured, Double Crop
60 bu. 30
N/A
35 bu. 28
N/A
PCS Page 2 of 3

LI
<2
>= 2 &
<= 10
>10
Potential Leacdrin
Low potential to contribute to soluble None
nutrient lea.ching below the root zone.
Moderate potential to contribute to
soluble nutrient leaching below the
root zone.
High potential to contribute to soluble
nutrient leaching below the root zone.
Technical Guidance
Nutrient Management (590) should be planned.
Nutrient Management (590) should be planned. Other conservation_ practices that improve
the soils available water holding -capacity and improve nutrient use efficiency should be
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Terri No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
PLAT Index
0 25
25 - 50
51 - 100
> 100
Rating
Low
Medium
High
Very High
140701 Database Version 4.1
NOTE: Symbol * means user entered data.
Date Printed 1/6/2015
P Management Recommendation
No adjustment needed; N based application
No adjustment needed; N based application
Application limited to crop P removal
Starter P application only
MAR 2 7 2019
Gen4!.:17)
PCS Page 3 of 3
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 re uirements
and proper tinning of applications to maximize nutrient uptake. q
This table provides an estimate of the ailrlol.lnt of .nitrogen required by the cropbeingsand an estimate of the nitrogen amount beinlie
,
other by-products, commercial fertilizer and residual from previous crops. An estimate of theq quantity of solid and liquid waste that will be applied
o by manure or
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 apon each
plied is field in
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table
Trac
Field
Source
ID
Total
Soil Series Acres
Use.
Acres
Crop
7079
hl
S7 ]Norfolk
5.78
5.78
Small Grain Cover
Year 1
Nitrogen
PA
Nutrient:
Comm Res.
Fert. (lbs/A)
Nutrient
Req'd Applied
(lbs/A) 1 (lbs/A)
Applic.
RYE Perkxl N N N
Applic.
Ivlethod
Manure
.PA
Nutrient
Applied
(lbs/A)
Liquid
vianureA.
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid Solid
Manure Manure
Applied I Applied
(Field) (Field)
N.
1000
gal/A
Tons
1000 gals
tons
N/A 9/1-3/31
70791
111
S7
Norfolk
5.78
5.78
Corn, Grain
70791 hl
70791 1110
S7
S7
Norfolk
Norfolk
5.78
4.74
5.78
4.74
70791 1110
70791 h I I
S7
S7
Norfolk
Norfolk
4.74
4.90
Wheat, Grain
Small Grain Overseed
4.74 Hybrid Bemzudagress Hay
4.90
Small Grain Overseed
115 bu. 2/15-6/30 131
0 *30
Trrig. 13 6.99
Irrig. 10.1 56.03
0.00
0.00
40.40
323.87
70791 fill
S7
Norfolk
4.90
70791 h12B
S7
Norfolk
4.94
4.90 Hybrid Bermudagriss Hay
4.94
Fescue Hay
70791 h16A
S7 Norfolk
4.30
4.30
Sinai! Drain Cover
70791 h16A
S7 Norfolk
4.30
70791 h16A
S7 Norfolk
4.30
4.30
Corn, Grain
60 bu. 9/1-4/30 1125
1.0 Tons 10/1-3/31 50
6.5 Tons 3/1-9/30 *325
1.0 Tons 10/1-3/31 5
0 0
0
Irrig. 63 34.67
Trrig. 50 19.97
Irrig. 325 129.82
lrrig. 50 19.97
0.00
0.00
0.00
0.00
0.00
0.00
200.41
94.67
0.00
0.00
615.34
97.86
6.5 Tons 3/1-9/30 *325
Trrig. 325 129:82
0.00
636.11
3.5 Tons 8/1-7/31 160
Irrig. 160 63.91
0.00
315.'72.
N/A 9/1-3/3.1 *30
Irrig. 13 6.99
0.00
30.06
115 bu. 2/15-6/30 131
*30
4.30
Wheat, Grain
70791 hI6B
S7 Norfolk
7.83
7.83
Small Drain Cover
60 bu. 9/1-4/30 125
70791. h16B
S7 Norfolk
7.83
7.83
70791 h16B
S7 Norfolk
7.83
7.83
Corn, Grain
Wheat, Grain
0
Irrig. r101. 56.03
lrrig. 63 34.67
0.00 240.94
0.00
N/A 9/1-3/31 r,*30
0
Irrig. 13 6.99
0.00
149.10
0.00
0.00
0.00
0.00
0.00
0.00
0,00
54.73
70791 h16C
S7
Norfolk
3.12
3.12
70791 h16C
S7
Norfolk.
3.12
3.12
Small Grain Cover
Com, Grain
115 bu. 2/15-6/30 131
60 bu. 9/1-4/30 1•
25
0 *30
brig.
101 56.03
Irrig. 63. 34.67
0.00
0.00
438.74
271.50
N/A 9/1-3/31 '30
115 bu. 2/15-6/30 131
0
Irrig. 13 6.99
0.00
21.81
0 *30
frrig. 101 56.03I 0.00 174.82
0.00
0.00
0.00
0.00
0.00
140701 Database Version 4.1 Date Printed: 1/6/2015
WUT Page 1 of 6

Waste Utilization Table
Tract
70791
70791
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
Year I
Nih cgen Comm. Res. Manure Liquid Solid Licraid
PA Fert. (lbs/A) PA MartureA Manure
Nutrient Nutrient Nutrient pplied Applied
Req'd Applied Applied (acre) (acre)
(lbs/A) (lbs/A) (ibs/A)
RYE
Applic.
Period
N
Applic.
Method
Solid
Manure Manure
Applied Applied
(Field) (3: ield)
1:16C
h16D
S7
S7
Norfolk
Norfolk
3.12
7.63
3.12
7.63
Wheat, Grain
Small Grain Cover
60 bu.
70791
h16D
S7
70791
70791
70791
h16.D
1117
S7
87
Norfolk
Norfolk
Norfolk
1117
S7 Norfolk
7.63
7.63
1
9.02
9.02
7.63
Corn, Grain
70791
h17
S7 Norfolk
9.02
7.63
Wheat, Grain
9.02_Small Grain Cover
9.021Corn, Grain
9.02
N/A
115 bu.
9/1-4/30
9/1-3/31
2/15-6/30
125
*30
131
*30
Irrig.
Irrig.
Irrig.
63
13
1003
gal/A
34.67
6.99
.101
Tons
0.00
0.00
1
1000 gals tons
108.18 0.00
53.34 0.00
56.03 0.00
60 bu.
N/A
115 bu.
9/1-4/30
E25
0
brig.
63
34.67 0.00
9/1-3/31
2/15-6/30
*30
131
0
*30
Wheat, Grain
70791
132
S7 Norfolk
70791
112 S7 Norfolk
3.511 3.51
70791 1t2 S7 Norfolk
70791 113 87 Norfolk
70791 h3 S7 Norfolk
7079.1 113 S7 iNorfolk
3.51
3.51-
-2.04
3.51
3.51
Small Grain Cover
60 bu.
9/1-4/30
125
brig.
Irrig.
brig
101
63
6.99 0.00
56.03 0.00
34.67 0.00
N/A
9/1-3/31,
*3p.
0
brig.
13
Corn, Grain
Wheat, Grain
2.04 Small Grain Cover
115 bu.
2/15-6/30
131 0
*30
brig.
699, 0.00
56.03 0.00
427.53 0.00
264.56 0.00
63.05 0.00
505.42 0.00
312.76 0.00
60 bu.
9/1-4/30
N/A
9/1-3/31.
125 0
Irrig.
63
34.67 0.00
24.54 0.00
196.68
121-,70
0
2.04
2.04Corn, Grain
2.04
2.04Wheat, Grain
70791 h4 S7 Norfolk
70791 h4 S7 Norfolk
70791 h4 S7 Norfolk
3.11
3.11 Small Grain Cover
115 bu.
2/15-6/30
131 0
60 bu.
9/1-4/30
'125_
*30
Irrig.
brig.
13
1O1r.
6.99 0.00
56.03 0.00
14.26
114.31
0.00
0.00
irrig.
63
34.67 0.00
70.73
N/A
9/1-3/31
0
3.11
3.11
Corn, Grain
115 bu,
2/15-6/30
131
3.11
3.11
Wheat, Grain
70791 h5 S7 Norfolk
4.43
4.43
Small Grain Cover
60 bu
70791 h5 S7 Norfolk
70791 h5 S7 Norfolk
70791 119 S7 Norfo]k
4.43
4.43
4.43
4.43
Corn, Grain
Wheat, Grain
9/1-4/30
N/A 1 9/1-3/31
1.5 bu.
60 bu.
2/15-6/30
9/1-4/30
125 0
*30°
131
125
*30
0
*30
Irrig.
brig.
Irrig.
Irrig.
13
101
63
13
-101
6.99 0.00J 21.74
56.03 0.001 174.26
0.00
0.00
0
0.00
0.00
34.67 0.00 107.84 0.00
6.99 0.00L 30.971 0.00
56.03 0.00
248.23
0.00
4.46
4.46 Small Grain Overseed
70791 h9 S7 Norfolk
4.46
70791 PVT,AW S7 Norfolk
8.14
4.4611-lybrid Bermudagrass Hay
8.001Small Grain Cover
1.0 Tons
10/1-3/31
50
brig.
Irrig
63
50
34.67 0.00
19.97 0.00
153.60
6.5 Tons
3/1-9/30 *325
0
0
.Trig.
325
N/A
9/1-3/31
"'30 0
ig.
13
129.82 0.00
89.08
578.99
6.99 •0.00 55.92
0.00
0.00
0.00
0.00
140701 Database Version 4.1 Date Printed: 1/6/2015
WUT Page 2 of 6

Waste Utilization Tall
Year :l
Source
Tract Field ID
70791
70791
70791
70791
70791
PVT,AW
PVT,AW
pvtl
pvt 1
pvtl
S7
S7
S7
S7
S7
Soil Series
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Total Use.
Acres Acres
8.14
8.14
49.90
49.90
49.90
8.00
8.00
49.90
49.90
49.90
Crop
Corn, Grain
Wheat; Grain
Small Grain Cover
Corn, Grain
Wheat, Grain
RYE
Applic.
Period
Nitrogen Comm Res, Manure Liquid Solid Liquid Solid
PA Felt. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (Ibs/A)
1
Appiic• 1000
N N Method N gal/A Tons 1000 gals tons
N
115 bu. 2/15-6/30 131
60 bu. 9/1-4/30 (1,25
N/A
115 bu.
9/1-3/31
2/15-6/30
60 bu. 9/1-4/30
*10
131
L125
0
0
0
0
0
*30 brig.
0
0
*30
0
Trrig.
Trrig.
Trrig.
Trrig.
101
63
13
101
63
56.03
34.67
0.00
0.00
6.99 0,00
56.03 0.00
34.67
0.00
Total App ied, 1000 gallons
Total Produced, 1000 gallons
Balance, 1000 gallons
Notes: 1. En the tract column, - symbol means leased, otherwise, owned.
Total .Applied, 'tons
Total Produced, tons
2. Symbol means user entered data.
448.26 0.00
277.39 0.00
348.81 0.00
2,796.03 0.00
1,730.22 0.00
13,044.46
9,077.18
3,967.27
0.00
0.00
Balance tons 0.00
140701 Database Version 4.1 Date'Printed: 1/6/2015
WUT Page 3 of 6

Waste Utilization Table
Year 2
Tract
70791
70791
70791
70791
r 70791
70791
7079.1
Source
Field ID
hl
hl
hl
1110
S7
S7
S7
S7
Soil Series
Norfolk
Norfolk
Norfolk
Norfolk
h10 87 Norfolk
hit
h11
70791 h12B
70791 h16A
70791
h16A
70791 h16A
70791
70'791
70791
70791
70791
70791
h16B
h16B
h16B
h16C
h16C
h16C
S7 Norfolk
S7
S7
S7
S7
S7
S7
S7
S7
S7
S7
S7
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Total
Acres
5.78
5.78
5.78
4.74
4.74
4.90
Use.
Acres
5.78
5.78
Crop
Small Grain Cover
Wheat, Grain
Applic.10
RYE kA-Pericri
Nitrogen Comm. Res.
PA Felt. (lbs/A)
Nutrient Nutrient
Req'd Applied
. (l bs/A) (l bs/A)
Applic.
N Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
MauureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid Solid
Manure Manure
Applied Applied
(Field) (Field)
N
10IX)
gal/A
N/A
60 bu.
9/1-3/31 *30
9/1-4/30
5.78 Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
125
137
0
0
*0 irrig.
0
!rrig.
0
*20
Irrig.
17
9.65
63 34.67
117 64.91
Tons J 1000 gals tons
55.80 0.00
0.00 200.41 0.00
4.74,Small Grain Overseed
4
4.74 Hybrid Bermudagrass 1-Tay
4.90 Small Grain Overseed
4.90 4.90
4.94
4.30
4.30
1
4.30
7.83
7.83
7.83
3.12
3.12
3.12
4.94
4.30
4.30
4.30
7.83
7.83
7.83
3.12
3.12
1.0 Tons
16.5 Tons
1.0 Tons
10/1-3/31.
3/1-9/30
10/1-3/31
511
0
Irrig,
50
19.97
r325
50_
0
0
Irrig.
!rrig.
325 129.82
50
Hybrid Bermudagrass Hay
Fescue Hay
Small Grain Cover
Wheat, Grain
Soybeans, Manured, Double Crop
Small Grain Cover
Wheat, Grain
Soybeans, Ivlanured, Double Crop
Snia11 Grain Cover
6.5 Tons
3.5 Tons
N/A
60 bu.
35 bu.
N/A
60 bu.
3/1-9/30 *325
8/1-7/31
160
9/1-3/31 L 0*30.
0
0
0
0
0
*
irrig.
Irrig.
brig.
0.00
0.00 375.18 0.00
0.00, 94.67
0.00
0.00
19.97 0.00
325 129.82
160 63.91
°7
9/1-4/30 125
4/1-9/15 137
9/1-3/31 *30
9/1-4/30 125:
35 bu. 4/1.9/15 137
N/A
9/1-3/31*30
0
0
0
0
Irrig.
*20 Irrig.
*
Irrig.
63
9.65
34.67
11'/ 64.91
17
Wheat, Grain 60 bu.
3.12 Soybeans, Manured, Double Crop
9/1-4/30 125
0
0
0
0
Irrig.
*20 Irrig.
"0
Irrig.
63
117
17
615.34 0.00
97.86 0.00
0.001 636.11 0.00
0.00
0.00
315.72 0.00
41.51 0.00
0.00
0.00
9.65, 0.00
34.67
64.9.1
9.65
0.00
0.00
0.00
149.10 0.00
279.11 0.00
75.58 0.00
271.50 0.00
508.24 0.00
30.12 0.00
!rrig.
63
34.67 0.00
108.18 0.00
35 bu. 4/1-9/15 137
0
*20
° 70791
1116D
S7
Norfolk
7.63
7.63 Small Grain Cover
N/A
9/1-3/31 *30
0
*0
70791
70791.
70791
h 16D
h16D
S7
S7
Norfolk 7.63 7,63
Norfolk
7.63
Wheat, Grain
60 bu.
9/1-4/30 125
0
0
Irrig
Irrig.
!rrig.
117
64.91
0.00
202.52 0.00
17
9.65
0.00
63
34.67
0.00
7.63 Soybeans, Manured, Double Crop
35 bu.
4/1-9/15 137
0
*20
h17
S7
Norfolk
9.02
9.02 Small Grain Cover
N/A
9/1-3/31
*30
0
*0
Irrig.
: 70791
Pr 17
S7
Norfolk
9.02 r 9.02
Wheat, Grain 60 be.
9/I-4/30 125
0
0
trig.
Irrig.
1171 64.91
0.00
73.65 0.00
264.56 0.00
495.26 0.00
17 9.65 0.00
63
34.67
0.00
87.07 0.00
312.76 0.00
140701 Database Version 4.1 .Date Printed: 1/6/2015 WUT Page 4 of 6

Waste Utilization Table
Year 2
Tract Field
Source
ID
Soil Series
Tot 1
Acres
Use.
Acres
Crop
Applic.
RYE Period
Nitrogen Comm.
PA Fert.
Nutrient Nutrient
Req'd !Applied
(1bs/A) ( (Ibs/A)
Res.
(Ibs/A)
N
70791 h17
70791 h2
70791
h2
S7
S7
S7
Norfolk
Norfolk
Norfolk
9.02
3.5
3.5
9.02 Soybeans, Manured, Double Crop
3.51 Small Grain Cover
3.51 Wheat, Grain
70791
h2
57
Norfolk
3.51
70791
h3
S7
Norfolk
2.04
3.51 Soybeans, Manured, Double Crop
2.04 Small Grain Cover
35 bu. 4/1-9/15
N/A 9/1-3/31
60 bu. 9/1-4/30
35 bu. 4/1-9/15
70791
h3
S7
7079.1
7079
h3
S7
N/A 9/1-3/31
137
*30
125
137
0
*30 0
*20
Applic.
Method
lrri
Manure
PA
Nutrient
Applied
(I bs/A)
Liquid
ManureA
pplied
(acre)
Solid liquid Solid
Manure Manure Manure
Applied Applied Applied
(acre) (Field) (Field)
N
*0 Irrig..
0 Irrig.
*20 Irrig.
Irrig.
1000
i gal/A
117 j 64.91
17
63
117
17
Wheat, Grain 60 bu. 9/1-4/30
Soybeans, Manured, Double Crop 35 bu. 4/1-9/15
70791
114
h4
S7
S7
70791
h4
S7
70791
70791
h5
h5
S7
S7
rN
70791
h5
S7
Small Grain Cover N/A 9/1-3/31
Wheat, Grain 60 bu. 9/1-4/30
125 0
137 0
*30
125
Soybeans, Manured, Double Crop 35 bu. 4/1-9/15 '37
Small Grain Cover
Wheat, Grain
70791
70791
70791
70791
70791
7079.1
h9
119
S7
S7
PVT,AW S7
PVT,AW S7
PVT,AW S7
pvtl
S7
Norfolk 8.14 8.00
11orfolk 8.14 8.00
70791
pvtl
S7 ,Norfolk
49.90
Soybeans, Manured, Double Crop
0 brig.
20 brig.
Irrig.
Irrig.
63
17
17
63
9.65
34.67
64.91
9.65
34.67
64.9
Tons 1000 gals tons
0.00 585 48
0.00 33.88 0.00
0.00 121.70f 0.00
0.00 227.83 0.00
0.00 19.69 0.00
0.00
70.73
0.00
9.65
34.67
0.00
0.00
0.00
132.42
0.00
20 Jrrig.
117
64.91
0.0
N/A 9/1-3/31 (*30 0
60 bu. 9/1-4/30 125 0
*0 1 frrig.
0 Irrig.
17
9.65i 0.0
30.02
107:84
201-.87
42.76
0.00
0.00
0.00
0.00
63
35 bu. 4/1-9/15 , 137 0
*20 In•rg.
117
Small Grain Dverseed 1.0 Tons 10/1-3/31 50
Hybrid Bermudagrass Hay
Small Grain Cover
Wheat, Grain
6.5 Tons 3/1-9/30 ?t325 0
N/A 9/1-3/31 *30'
60 bu. 9/1.4/30 125 0
Soybeans, Manured, Double Crop 35 brr, 4/1-9/15 137
Small Grain Cover
Irrig.
Irrig.
Irrig.
Irrig.
*20 brig.
34.67 0.00
153.60
64.91 0.00
50 19.97 0.00
325 129.82 0.00
0.00
237.55
0.00
89.08
578.99
0.00
0.00
17 9.65 0.00
63 34.67 0.00
117 64.91 0.00
77.23
277.39
519.27
N/A 9/1-3/31 *30 0 *0 Irrig.
49.90 Wheat, Grain
70791
pvtl
S7 Norfolk
49.90
49.90 Soybeans, Manured, Double Crop
60 bu. 9/1-4/30 125
0 Irrig.
17 9.65 0.00
63 34.67 0.00
35 bu. 4/1-9/15
137 0 *20 Irrig.
117 64.91 0.00
431.69
1,730.22
3,238.97
0.00
0.00
0.00
0.00
0.00
0.00
140701 Database Version 4.1
Date Printed: 1/6/2015
WUT Page 5 of 6

Waste Utilization Table
Notes: 1.:In the tract column, — symbol means leased, otherwise, owned. 2. Symbol *means
�s user entered data.
140701 Database Version 4.1
Year 2
Date Printed: 1/6/2015
Cam Res.
Fert. (ibs/A)
Nutrient
Applied
(lbs/A)
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
oplied
(acle)
Liquid
Manure
Applied
(Field)
Total Produced, 1000 gallons 1 9,077.18
Total Applied, tons
Total Produced, tons
'WC IT Pna<. 4

The Iixigation A.pplication Factors for each field in this plan are shown in the
with soils. If applying waste nutrients through an irrigation system, you gust following
runoff This table provides the maximum application rate per hour thata table. Infiltration. rate varies
eceive This fabler. provides
lists the maximum scat i n ratea ,apply eaa.o each
that will not result in
may be applied to each field selected to
event. unt that each field may receive in any one application
Irrigation Application Factors
70791
70791
70791
70791
70791
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
jNorfolk
Norfolk
Soil Series
14070I Database Version 4.1
Date Printed 1/6/2014
NOTE: Symbol x means user entered data.
Application Rate Application Amount
(inches/hour) (inches)
0
1AF Page 1 of 1
1.0
1.0
1.0
1.0
1.0
1.0

The Nutrient Management Recommendations table shown below provides an annual summary ofthe nutrient
inanagement plan developed for this operation. This table provides a nutrient balance for the listed fields arid crops
n
for each year of the plan. Required nutrients are based on the real istic yields of the crops to begrown, their
requirements and soil test results. The quantity of nutrient supplied by each source is also identified. nutrient
The total quantity ofnitrogen applied to each crop should not exceed the required amount. However, the
quantity
of other nutrients applied may exceed their required amounts. This most commonly occurs when manure
, other
byproducts are utilized to meet the nitrogen needs ofthe crop. Nutrient management plans may -require th t the
application of animal waste be limited so as to prevent over application ofphosphorous when excessive levels
at the
this nutrient are detected in a field. In such situations, additional nitrogen of
may be required to supply the recommended amounts of nitrogen. applicati oils from nonorganic sources
Nutrient Management Recommendations Test
YEAR
App. Period
Soil Series
Sample Date
P Removal ' Rating
Field
App. Period
CROP
Soil Series
Sample Date
P Removal
Acres App. Period
70791
Srnall Grain Cover
Norfolk
0.0 Tons 06-08-06
70791
10/1-3/31
Small Grain Overseed
Norfolk
15 lbs/ac.
70791
06-08-06
CRop Small Grain Overseed
Soil Series Nofotk
Sample Date
P Removal Rating
Field
App. Period
CROP
Soil Series
RYE Sample Date
140701
Rating
1.0 Tons
15 lbs/ac.
70791.
06-08-06
Low BALANCE
Recfd Nutrients
Supplied By:
Starter
Commercial Pert.
Residual
Manure
BALANCE
Supplied By:
Starter
Residual
Manure
BALANCE
Req'd Nutrients j
Supplied By:
Commercial Pert.
Residual
9/1-3/31
Small Grain Cover
Norfolk
0.0 Tons
0 lbs/ac.
06-08-06
Req'd Nutrients
Supplied By:
Residual
BALANCE
Database Version 4.1 Date Printed: 1/6/2015
P2O5
(Ibs/A)
Zn
(ibs/A)
0
Cu
(lbs/A)
NMR Page 1 of 13

Nutrient Management Recommendations Test
YEAR
Tract
Acres 'App. Period
Soil Series
70791
1316E
9/1-3/31
Small Grain Cover
Norfolk
RYE I Sample Date 0.0 Tons 06-08-06
P Removal Rating 0 lbs/ac. Low
Tract Field 70791 h16C
Acres jApp. Period 3.12 9/1-3/31
Soil Series
RYE 1 Sample Date
P Removal Rating
Acres App. Period
Soil Series
RYE Sample Date
P Removal
Rating
Field
App. Period
CROP
Soil Series
Sample Date
P Removal
Tract
Acres
Rating
Field
App. Period
CROP
Soil Series
Sample Date
P Removal Rating
140701
Small Grain Cover
Norfolk
0.0 Tons 06-08-06
0 lbs/ac.
Low
h I6D
7.63 9/1-3/31
Small Grain Cover
Norfolk
0.0 Tons
0 lbs/ac. .o
70791 h17
9.02
06-08-06
9/1-3/31
Small Grain Cover
Norfolk
0.0 Tons
0 lbs/ac.
70791
06-08-06
Low
h2
3.51 9/1-3/31
Small Grain Cover
Norfolk
0.0 Ton
1 06-08-06
01bs/ac. Low BALANCE 0
23
Req'd Nutrients
Supplied By:
Starter
ComiMerciai Fert.
Residual,
BALANCE
Req'd Nutrients
Supplied By:
Starter
Commercial Fert.
Residual
Manure
BALANCE
Req'd Nutrients
Supplied By:
Starter
Commercial Fert.
Residual
Manure
BALANCE
Req'd Nutrients
Supplied By:
Starter
Commercial Fert.
Residual
Manure
BALANCE
Req'd Nutrients
Supplied By:
Starter
Commercial Fert.
N P205 K20
(lbstA) (lbs/A) (lbs/A)
"'30 110 40
Mg
(lbs/A)
0
0 0
0 0
0 0
138
98 5
110 40
0 0
0 0
0 0
23 138
-87 98
0 0
Residual
Manure
Database Version 4.1 Date Printed, 1/6/2015
Mn
(lbs/A)
Zn
(lbs/A)
10 0
Cu
(lbs/A)
0
Lime
(tons/A)
NMR Page 2 of 13

Nutrient Management Recommendations Test
YEAR
N P205 K20 Mg Mn Zn • Cu Lime
(lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (tons/A)
Tract I Field 70791 h3 Req'd Nutrients *30 0
- - 0 0
Acres lApp. Period
CROP
Soil Series
RYE I Sample Date
P Removal Rating
Tract Field
Acres [App. Period
CROP
2.04
9/1-3/31 Supplied By:
Small Grain Cover Starter
Norfolk
Co.nanercial Fert,
0.0 Tons
0 lbs/ac.
70791
3.11
06-08-06
Low
Residual
0
*0
Manure 30
BALANCE 0
h4 Req'd Nutrients
9/1-3/31 Supplied By:
Small Grain Cover
0
0 0
0
0
0
0
0
23
23
*30 0
Starter 0
Soil Series
RYE Sample Date
P Removal P Rating
Tract Field
Acres [App. Period
CROP
Soil Series
RYE I Sample Date
Norfolk
0.0 Tons
0 lbs/ac.
70791
4.43
Lo
06-08-06
Commercial Fert.
0
138
138
0
0
0
5
0 0
0.
1 0
1 0
v
0
0
0
n
0 0
Residual *0 0
Manure 30 23
ALANCE fl ?3
h5 Req'd Nutrients *30 0
9/1-3/31 Supplied By:
Small Grain Cover
Norfolk
V
138
138
0
0
5
5
0
0
0
0 0
0 0 0
0
0
1 0 0
Starter 0 0 0 0
Commercial Felt 0 0 0 0
0.0 Tons
06-08-06
P Removal !Rating 0 Ibs/ac. Low
Tract Field 70791 h9
Acres (App. Period 4.46
Residual *0 0 0 0
l 0/1-3/3
Manure 30 23 138 5
BALANCE 0 23 138
0
0 0
0
0
0 0
0 0 0
0
0 0
Req'd Nutrients 50 60 20 0
Supplied By:
CROP Small Grain Gverseed
Soil Series Norfolk
Starter
Cotrirnercial Fert. •
0
0
1 0 0
0 0 0
RYE 1 Sample Date 1.0 Tons I 06-08-06
0 0
Residual 0 0
0 0
0
0
0 0
P Removal Rating 15 lbs/ac. ILow
Manure 50 27
BALANCE 0 -33
Tract Field 70791
PVT,AW Req'd Nutrients *30 0
Acres IApp. Period -8.00 9/1-3/31 Supplied By:
68
48 6
0
CROP Small Grain Cover Starter 0 0
Soil Series Norfol:
0
0
0
0
0
1
0
0 0
0 0
0
Commercial Fert. 0 0
RYE
03-23-07
P Removal Rating 0 lbs/ac. Low
Sample Date 0.0 Tons
Residual *0 0
Manure 30 23
0 0
0 0
0
0
0
0
0
0
0 0
138 5
0
BALANCE 0 23
138
140701 Database Version 4.1 Date Printed: 1/6/2015
1
0
NMR Page 3 of 13

Nutrient Management Recommendations Test
YEAR
Tract 1 Field
Acres
App. Period
70791
49.90
pvtl
9/1-3/31
CROP
Small Grain Cover
Soil Series
RYE ! Sample Date
Removal [Rating
No_%Ik
0.0 Tons
0 lbs/ac.
06-08-06
Low
Req'd Nutrients
Supplied By:
Starter
Commercial Fe
NOTE: Symbol * means user entered data..
140701
N
(lbs/A)
*30
0
Residual *0
Manure 30
P205 K20 Mg
(lbs/A) (lbs/A) (lbs/A)
110 40 0
BALANCE
Database Version 4.1 Date Printed: 1/6/2015
0
0
0
0 0 0
23 138 5
-87 98
Mn Zn
(lbs/A) (lbs/A)
10 0
Cu
abs/A)
0
0 0 0
0
0 1
-10
0
Lime
(tons/A)
0
0
0
0
NMR Page 4 of 13
0

Nutrient Management Recommendations Test
YEAR
Tract
Acres
Field
App. Period
70791
hi
Req'd Nutrients
N P205
(Ibs/A) (lbs/A)
125
0
K20
(Ibs/A)
Mg
Rs/A)
Mn Zn Cu
(Ibs/A) (lbs/A) (Ibs/A)
Lime
(tonsfA)
0
0
5.78
CROP
Soil Series
RYE 1 Sample Date
f
Wheat, Grain
Norfolk
9/1-4/30
Supplied By:
Starter
Commercial Fett..
0 0 0
0
0
0
0
0
Residual
0
0
0
0
0 0 0
97
PRemoval Rating
30lbslac. Low BALANCE 0 97
Tract Field
70791 hi Reced Nutrients 131 0
Acres !App. Period 5.78 2/15-6/30 Supplied By:
CROP
Soil Series
60 bu.
Corn, Grain
Norfolk
06-08-06
RYE Sample Date
P Removal Rating
115 bu.
51 lbs/ac.
06-08-06
I..ow
Manure
Starter
Commercial 'Pert.
Residual
Manure.
125
0
*30
101
BALANCE 0
0
Tract Field
70791
Acres App. Period
4.74
h10
3/1-9/30
Req'd Nutrients *325
Supplied By:
0
78
78
60
21
576
576
CROP
Soil Series
RYE- Sample Date
Hybrid Bermudagrass
Hay
Norfolk
Starter
Corr ercial Fert.
0
1
0 0
0
0
0
4 1 0
0 0 0
0
3
3
0
0
0
0
6.5 Tons 06-08-06
P Removal Rating
Tract I Field
Acres !App. Period
CROP
Residual
0
80 lbs/ac. 1. ,.,W
70791 h11
4.90
Manure
BALANCE
325
Req'd Nutrients
3/1-9/30 Supplied By:
Hybrid Bermudagrass
Hay
0
'325
0
0
177
117
60
0
0
0 0 e
0
0
0
445 40
Soil Series
RYE1 Sample Date
P Removal Rating
Tract
Field
Acres IApp. Period
CROP
Norfolk
6.5 Tons
Starter 0
Commercial Fert. �' 0
Residual 0 0
365
80
40 2
0
0 0 0
80 Ibs/ac.
70791
4.94
06-08-06
Manure
325 177
Fescue Flay
Low
BALANCE
h12B Req'd Nutrients
8/1-7/31 Supplied By:
Soil Series
RYE I Sample Date
P Removal Rating
Norfolk
Starter
Commercial Fert.
0 117
160 0
0
0
0
0
0
0
0 0 0
445 40 2
365 40 2
40 0 rl
0
7
7
0
0
0
Residual
3.5 Tons
55 lbs/ac.
06-08-06
Low
140701 Database Version 4.1
0 0 0 0 0
0 e 0 o 0
Manure 160 87 219 20 1
BALANCE
Date Printed: 1/6/2015
0 87
0
0
4
0
0
0
0
0
179 2
NMR Page 5 of 13

Nutrient Management Recommendations Test
YEAR
1
N P2O5
(lbs/A) (lbs/A)
K2O Mg
(Ibs/A) (lbs/A )
Tract
Field 70791
h16A Req`d Nutrients 131 110
40
Acres
App. Period 4.30
CROP Corn, Grain
2/15-6/30 Supplied By:
Mn
(ibs/A)
Zn
(lbs/A)
Cu
(ibs/A)
Lime
(tons/A)
0
Starter
Commercial Fert.
c
0 0 0 0
Soil Series Norfolk
Residual *30 0 0 0
RYE
Sample Date 115 bu.
06-08-06
P Removal Rating 51 lbs/ac.
Tract Field 70791
Low
Manure 101 78 465 17
BALANCE 0
h16A Req'd Nutrients 125
-32 425 17
0
0
0
0
0
0
0
0
0
1
1
0
110 40 0
0
0
Acres
App, Period 4.30
CROP %eat, Grain
Soil Series Norfolk
9/1-4/30 Supplied By:
Starter
Commercial Fert.
0
0
0
Residual
0
0
0
0
0
0
0
0
0
0
RYE Sample Date 60 ba.
06-08-06
Manure
125
97
576
21
4
P Removal Rating
30 lbs/ac. i.ow BALANCE
•
Tract f Field 70791 h16B Req cl Nutrients
0
-13
536
21
1
4
131 110
40
0
0
0
0
0
0
0 0
Acres App. Period 7.83
CROP Corn, -Grain
Soil Series Norfolk -
RYE Sample Date
P Removal Rating
115 bu.
51 lbs/ac.
Tract
Field
70791
2/15-6/30 Supplied By:
06-08-06
• Starter
0
Commercial Fert.
Residual
Manure
Low BALANCE
h16B Req'd Nutrients
0
*30
101
125
0
110
0
0
0
0
0
0
0
17
0
0
17 1 3
401 0
0
0
0
0
Acres
App. Period
7.83
9/1-4/30 Supplied By: •
0
CROP Wheat, Grain
Soil Series Norfolk
Starter
0
0
Commercial Fert.
0
0
Residual
0
0
0
0
e
0
0
0
0
0
0
0
0
RYE Sample Date 60 bu. 06-08-06
Manure
125
P Removal !Rating 30 lbs/ac. Low BALANCE 0
Tract Field 70791 h16C Req'd Nutrients 131
97
576
21
4
0
-13 536 21 1
I107 40
4
0
Acres App. Period 3.112. 2/15-6/30 Supplied By:
CROP Corn, Grain
Starter
Commercial Fert.
0
0 0
Soil Series Norfolk
RYE
Sample Date
P Removal
115 bu.
06-003 e6
Rating 51 lbs/ac. 1Low
Residual
'30
Manure -101
BALANCE
140701 Database Version 4 1 Date Printed: 1/6/2015
0
0
0 0
78 465
-32 425
0
0
0
0
0
0
17
17
1
3
0
0
0
NMR Page 6 of 13

Nutrient Management Recommendations Test
YEAR.
Tract ! Field
Acres {App. Period
70791
3.12
1
hl 6C
9/1-4/30
N P205
(lbs/A) (lbs/A)
Req'd Nutrients 125 110
Supplied By:
CROP Wheat, Grain
Soil Series
RYE
Sarrple Date
P Removal Rating
Field
App. Period
CROP
Norfolk
60 bu.
Starter
Commercial Fert,
06-08-06
Residual
0
0
Manure 125 97
Low
30 lbs/ac.BALANCE
0-13
70791 h16D Req'dNutrients 131
7.63
Corn, Grain
Soil Series
RYE Sample Date
P Removal Rating
Tract Field
Acres
App. Period
CROP
Tract Field
Acres App. Period
CROP
Sol/ Series
RYE Sample Date
P Removal Rating
Tract
Acres l App. Period
Field
CROP
Norfolk
115 bu. 06-08-06
Supplied By: MIME
40
Mn
0
Zn Cu
(lbs/A) (lbs/A)
0 0
Mg
MINMEIIIIIE =EINE
Commercial Fe_.
Residual
Manure
51 lbs/ac. Low BALANCE
*30
70791 h16D Req'd Nutrients 125
7.63 9/1-4/30 Supplied By:
70791
Wheat, Grain
Norfolk
60 bu. 06-08-06
30 lbs/ac.
70791
9.02
Corn, Grain
Soil Series Norfolk
RYE I Sample Date
P Removal I Rating
2/15-6/30
115 bu. 1 06-08-06
51 lbs/ac. ILow
140 701 Database Version 4.1
Starter
Commercial Fert.
Residual
0
0
0
0
78 465
®41
Manure 125 97 576
BALANCE 0 -13 536
Req`d Nutrients 125 110 .' 4
Supplied By:
Starter + a
Commercial Fert. 0 0 0
Residual i 0
97
Manure �► 576
BALANCE 0 -13 536
Req'd Nutrients 131 110 40
Supplied By:
Starter
Commercial Fert.
Residual
Manure
BALANCE
Date Printed: 1/6/2015
101 78
0 -32
465
425
0
0
17
0
0
0
• Lime
(tons/A)
0
0
0
0
0
0
0
0
0
0
0
IMOIMIMIE1 ...._....._ 1
MEE
NMR Page 7 of 13

P Removal Rating 30 lbs/ac. jLow
Tract Field 70791 h2
Nutrient Management Recommendations Test
YEAR
Tract
Acres
Field 70791
App. Period 3.5
1
CROP Wheat, Grain
9/1-4/30
Req'd Nutrients
Supplied By:
Starter
Commercial Fert.
N P205 1K20 Mg Mn
(lbs/A) (lbs/A) (lbs/A) (Ibs/A) (lbs/A)
125 0 0 0 0
Soil Series Norfolk
RYE I Sample Date 60 bu. 06-08-06
Residual
Acres
App. Period
CROP
Soil Series
RYE I Sample Date
P Removal I Rating
Tract
Field
Acres
App. Period
CROP
3.51
Corn, Grain
Norfolk
70791
2.04
Wheat, Grain
2/15-6/30
L_
0 0
0
0
0 0
Manure 125 97
BALANCE
.Req'd Nutrients
0
131
Supplied By:
Starter
0
576
0
0
Zn Cu
(lbs/A) (Ibs/A)
0
0
0
0
0
Lime
(tons/A)
0
21
1
4
1
97
576
0
0
21 1 4 1
0 0 0 0
0
0
0
0
0
0
Commercial Fert.
BALANCE
Req'd Nutrients
'Supplied By:
0
0
0
Starter
Soil Series
RYE' 1 Sample Date
Norfolk
Commercial Fert.
60 bu.
P Removal Rating 30 lbs/ac.
06-08-06
Low
Tract Field 70791
Acres jApp. Period 2.04
Residual
Manure
BALANCE
h3
CROP Corr, Grain
Soil Series
RYE] Sample Date
g
P Removal I Rating
Tract I Field
Acres
App. Period
CROP
Soil Series
Norfolk
0
0 0
0
0
0
0 0
0
0
0
125
97 576
21
1
4
Req'd Nutrients
2/15-6/30 Supplied By:
115 bu. 06-08-06
51lbs/ac. LoR BALANCE
70791 h4 Req'd Nutrients
0 97 576
131
0 0
21
0
1
4
0
0
0
1
1
0
0
0
0
Starter
0
Comm erci al Fete.
Residual
Manure
0
`30
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3.11
101
78
0 78
131
465
465
0
17'
17
Corn, Grain
Norfolk
2/15-6/30
Supplied By:
1
0
3
3
1
1
0
0
0
0
RYE
Sample Date
P Removal I Rating
115 bu.
06-08-06
51 lbs/ac.
Low
140701 Database Version 4.1
Starter
Commercial Fert.
Residua
Manure
BALANCE
0 0 0
*30 0 0
101
78
465
0
0
0
0
1
0
3
1
Date Printed: 1/6/2015
78
4.651 17
0
0
0
NMR Page 8 of 13

Nutrient Management Recommendations Test
YEAR
Tract
Acres
ield
App. Period
CROP
70791
h4
Req'd Nutrients
N
(lbs/A)
125
P205
(lbs/A)
0
K2O
(lbs/A)
Mg
(lbs/A)
Mn Zit Cu
(lbs/A) (lbs/A) (lbs/A)
Lime
(tons/A)
0
0
0
3.11
Wheat, Grain
9/1-4/30 Supplied By:
Starter
Commercial Fert,
Soil Series
RYE + Sample Date
P Removal I Rating
MaINVISMINIMMIPINSMINIMmem
Tract Field
Norfolk
60 bu.
06-08-06
0
01
0
0
Residual
0
0
Manure
125
Acres IApp. Period
CROP
Soil Series
30 Ibs/ac.
70791
4.43
Wheat, Grain
Low
0
0
0
0
0
0
0
0
0
97 576
21
1
BALANCE 0 97
h5 Req'd Nutrients 125 0
576
9/1-4/30 Supplied By:
Norfolk
RYE 1 Sample Date
P Removal
Rating
Tract Field
Acres 'App. Period
CROP
Soil Series
RYE Sample Date
P Removal Rating
60 bpi.
30 Ibs/ac.
70791
Starter
0
21
0
1
1
1
0
0
Commercial Fert.
0
0
0
0
Residual
06-08-06
Low
h5
4.43
Corn; Grain
Norfolk
1 1 5 bu.
51 lbs/ac.
2/15-6/30
06-08-06
Low
Tract 1 Field
Acres
App. Period
70791
4.46
h9
3/1-9/30
Manure
0 0
97
BALANCE 0 971
Req'd Nutrients 131 0
125
0
0
0
576
21
1
576 21
0
1,
0
0
0 0 0
0 0~ 0
4 1 0
Supplied By:
4 1 0
0 0 0
Starter
0
Commercial Fert.
CROP
Hybrid Bermudagrass
Hay
Residual
Manure
BALANCE
0 0 0
*30 0
101 78
0
465
0
0
17
0
0
0, 78
465
Req'd Nutrients *325 60 80
Supplied By:
•
17
0
0
0
3
0
0
1
0
0
0
1 3 1
0
0
Starter
Commercial Fert.
Soil Series
RYE Sample Date
P Removal Rating
Tract Field
Norfolk
6.5 Tons 06-08-06
80 Ibs/ac. 1 ova
70791
Acres f App. Period
8.00
Py::AW
9/1-4/30
0 0
Residual 0
Manure 325
0
0
0
0
177
BALANCE 0 117
�-------....._-
Req'd Nutrients 125 0
Supplied By:
0
445
365
0
0
40
40
0
0
2
2
0 0
0 0
0
0
7
7
1
0
0
CROP Wheat, Grain
Soil Series
RYE [Sample Date
P Removal !Rating
Norfolk
60 bu.
30 lbs/ac.
03-23-07
Low
Starter
Comirrerci al Fert.
0
0
0
0
0
Residual
0
Manure! 125
BALANCE
0
0
0
0
0
0
0
97
97
576
576
21
21
1
4
0
140701 Database Version 4.1 Date Printed: 1/6/2015
NMR Page 9 of 13

Nutrient Management Recommendations Test
70791
App. Period 8.00
CROP
Soil Series
P Removal
Sample Date
Raring
App. Period
Soil Series
Sample Date
Corn, Grain
Norfolk
115 bu.
51 Ibs/ac,
70791 -
Corn, Grain
Norfolk
115 bu.
1
PVT,AW
2/15-6/30
P
oval 06-08-06
Rating 51Ibs/ac. Low
Tract F�
Field 70791 -
App. Period
Soil Series
RYE Sample Date
P Removal
Rating
Wheat, Grain
Norfolk
60 bu. 06-08-06
NOTE: Symbol * means user entered data.
140701
Database Version 4. i
Req'd Nutrients
Supplied By:
Comm ercial Fert.
Residual
Supplied By:
Rer'd Nutrients
Residual
BALANCE
Date Printed: 1/6/2015
r�n1 Zn
(lbs/A) {lb/A}
11111111111 � 0
NivtR Page 10 of 13
0

Nutrient Management Reeel lnlendations Test
YEAR
Tract
Field
i
70791
2
h1' Req'd Nutrients
N
(lbs/A)
137
P2O5
(ibs/A)
0
K20 Mg
(ibs/A) (lbs/A)
Mn
(lbs/A)
Zn Cu
(lbs/A) (lbs/A)
Lime
(tonsA)
0
0
0
0
0
0
Acres
App. Period
5.78
4/1-9/15 Supplied By:
CROP Soybeans, Manured,
Double Crop
Starter
Commercial Felt.
0
0
0
Soil Series Norfolk
Residual
*20
0
0
RYE
Sample Date
P Removal I Rating
Tract Field
Acres A.pp. Period
35 bu. 06-08-06 Manure
28 lbs/ac.
70791
4.30
Low BALANCE
1116A Req'd Nutrients
���
- 4/1-9/15 Supplied By:
CROP Soybeans, Maruted,
Double Crop
Starter
91
117
0
539
40
0
0
20
20
0
0
0
0
0
0
0
0
0
4
0
1 4 1 0
0 0
Commercial Fert.
Soil Series Norfolk
RYE Sample Date
35 bu.
P Removal l Rating 28 Ibs/ac.
Tract
Field
70791
06-08-06
0
0
0
0
Residual *20
Manure 117
Low
h16B
BALANCE
Req'd Nutrients
Acres
App. Period
7.83
4/1-9/15 Supplied By:
CROP Soybeans, Manured,
Double Crop
0
91
0
539
0
20
0
0
0
0
4
0
0
0
0 •-19 499 20
137 110 40. 0
Starter
Commercial Fert.
Soil Series Norfolk
RYE I Sample Date
P Removal Rating
Tract Field
Acres App. Period
Residual
0
0
0
0
1
0
0
0
0 0
*20 0
35 bu.
06-08-06 Manure
281bs/ac. Low BALANCE
117 91
0 -19
70791 h 16C Req'd Nutrients
3.12 4/1-9/15 Supplied By:
CROP Soybeans, Manured, Starter
Double Crop
Soil Series Norfolk
RYE Sample Date 35 bu.
P Removal Rating 28 lbs/ac.
Tract Field
Acres
App. Period
Comm erci al Fert.
Residual
06-08-06 Manure
0
539
0
499
I37 110
70791
7.63
Low BALANCE
hl6D Req'd Nutrients
4/1-9/15 Supplied By:
CROP Soybeans, Manured,
Double Crop
Starter
40
20
0
0
0 0
4
1
0
20 1 4
0
1
0
0
0
0
0
0
0 0
*201 0 0 0
0
0
0
0
117[ 91 539 20
4
1
0
01 -19 499 20
137 110 40 0
4 1 0
0 0 0
Commercial Fert.
Soil Series Norfolk
0
0
0
0
0
0
0
0
Residual *20
RYE
Sample Date 35 bu.
P Removal I Rating 28 lbs/ac.
06-08-06
Manure 117
Low BALANCE
0
0 0
91 539
-19
499
0
0
0
0
0
20
20
1
4
0
140701 Database Version 4.1
Date Printed: 1/6/2015
NMR Page it of 13

Nutrient Management Recommendations Test
_ 9
YEAR
Tract I Field
70791
2
N
(lbs/A)
h17 Req'd Nutrients 137
P205 K2O Mg Mn Zr
(lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A)
110 40
Cu
(lbs/A)
Lime
(tons/A)
0 0 0
0 0
Acres App. Period
9.02
4/1-9/15 Supplied By:
CROP
Soybeans, Manured,
Starter
Double Crop Commercial Felt. 0 0
0
0 0 0 0
Soil Series Norfolk Residual *20 0 0
RYE I Sample Date 35 bu. 06-08-06 Manure 117 91 539
P Removal I Rating 28 lbs/ac. Low BALANCE • 0 -19 499
Tract Field 70791 112 Req'd Nutrients 137 0 0
Acres App. Period 3.51 4/1-9/15 Supplied By:
CROP Soybeans, Manured,
Double Crop
Starter
0
0 0 0 0 0
20 1 4 1 0
20 1 4 1 0
0 0 0
Commerciai Felt. 0
Soil Series Norfolk
Residual *20
0 0
0 0 0
0 0
0 0
0 0 0
0 0
RYE Sample Date 35 NI 06-08-06
P Removal l Rating 28 Ibs/ac. Low
Tract Field 70791 h3
Manure 117
91 539
20 1 4
1 D
BALANCE
0
91 539 20 1 4
Req'd Nutrients
137
0 0 0 0
1 0
0 0
Acres
A.pp. Period
2.04
4/1-9/15 'Supplied By:
CROP Soybeans, Manured,
Double Crop
RYE
Soil Series Norfolk
Sample Date
35 bu. 06-08-06
Starter
0
Commercial Fert. 0
Residual *20
Manure 117
P Removal I Rating 28 lbs/ac. Low BALANCE
Tract Field
Acres App. Period
0 0
0 0
0 0
91 539
0 0 0
20
4
0 0
0
1
0
0
0 91 539
20
4
1
70791 h4 Req'd Nutrients 137 0 0
3.11
4/1-9/15 Supplied By:
CROP Soybeans, Manured,
Double Crop
Starter
0
0
0
cosonssonimarel
0
Commercial Pert. 0
0 0
0 0
0
0
Soil Series Norfolk
RYE! Sample Date
Residual *2
0 0
0 0 0
0
0
35 bu.
P Removal Rating 28 lbs/ac.
06-08-06
Low
Manure 117
91 539
20 1 4
BALANCE 0
91 539
0
20 1 4 1 0
Tract Field
7079
h5 Req'd Nutrients 137
0 0
0 0 0 0
Acres
App. Period
4.43
4/1-9/15 Supplied By:
CROP
Soil Series
RYE I Sample Date
Soybeans, Manured,
Double Crop
Norfolk
Starter
Commercial Fert. 0
Residual '420
0 - 0
0 0.
0 0 0
0 0 0
0
0
0
0
35 bu.
P Removal Rating
28 lbs/ac.
06-08-06
Manure 117
91 539
20
1 4
1
0
Low BALANCE
140701 Database Version 4.1
Date Printed: 1/6/20:5
0
91 539
20
0
NMR Page 12 of 13

Nutrient Management Recommendations Test
YEAR
Tract Field
Acres J App. Period
CROP
Soil Series
2
70791
PVT,AW
Req'd Nutrients
N P205 K2O
(lbs/A) (Ibs/A) (lbs/A)
137 0 0
8.00 4/1-9/15
Soybeans, Manured,
Double Crop
No`:elk
Supplied By:
Starter
Commercial Fert.
Mg Mn
(lbs/A) (lbs/A)
0
0
Zn
(lbs/A)
0
Cu Lime
(lbs/A) (tonaA)
0 0
0 0
0 0 0
0
0
0
RYE Sample Date 35 bu. 03-23-07
P Removal Rating 28 lbs/ae. Jiow
Tract 1 Field 70791 pvti
Acres IA.pp. Period 49.90 4/1-9/15 Supplied By:
Residual
*20 0
0
0
0
0
CROP
Soil Series
R-Til Sample Date
P Removal j Rating
Manure
BALANCE
Req'd Nutrients
117 91 539
20
1
4
0 0
0 0
0 0
0 91
137 110
539
40
20
0
1
Soybeans, Manured, Starter 0 0 0
Double Crop
Commercial Pert. 0 0 0
Norfolk Residual *20 0 0
0
4
0
1 0
I 0
0 0
0
0
0
0
35 bu. 06-08-05 Manure 117 91 539 20
281bs/ac. Low BALANCE 0 -19 499 20
NOTE: Symbol * means user entered data.
140701 Database Version 4.1 Date Printed: 1/6/2015
0
0
1
4
0 p
0 p
0 0
1 0
4
l 0
NMR Page 13 of 13

The Required Soil Test Values shown. in the fol.iowing table provide a summary of recommended actions that should be taken if soil tests indicate
excessive levels of copper or zinc. Fields that receive manure must have an annual soil analysis for these elements. High levels of zinc and copper
can adversely affect plant growth. Alternative crop sites must be used when the concentration of these metals approach excessive levels. Site life can
be estimated by dividing the amount of copper and zinc to be applied in lbs/acre by 0.036 and 0.071, respectively and multiplyingthe result
By adding this quantity to the current soil index for copper or zinc, we clan predict life of the site for waste disposal. by 0.85.
In addition to copper and zinc indices, this table also provides a summary of lime recommendations for each crop based on the most recent soil pHp range for crop production sample,
Application of lime at recommended rates is necessary to maintain soil( in the optimum P
Required oil Test Values
Tract
70791
Field
h1 lSmall Grain Cover
70791 j 111
70791 hl
r70791 hl
70791
707.91
70791
70791
70791
70791
h10
h10
h11
Crop
Corn, Grain
Wheat, Grain
Soybeans, Manured, Double Crop
Small Grain Overseed
Hybrid Berrnudagrass Hay
Small Grain Overseed
1111 Hybrid Bermudagrass Flay
1128 Fescue Hay
hi6A
Small Grain Cover
70791
h16A
70791 h16A
L70791 h16A
70791 h16B
70791 h16B
70791 h16B
Corn, Grain
Wheat, Grain
Lime Reconl.
pH (tons/acre) Cu-I
6.0
6.0
6.0
6.0
5.8
5.8
.58
5.8
5.8
5.8
5.8
0.0
0.0
0.0
89
89
89
None
None
None
Copper Recommendation
Zn-T
0.0
0.0
0.0
0.0
0.0
89
63
None
None
63 } None
63 None
63 None
59
59
59
59
43
43
43
None
None
None
None
None
None
None
-Zinc Recommendation
0.0
0.0
38 None
38 None
0.0
38 None
Soybeans, Manured, Double Crop
Sniall Grain Cover
Corn, Grain
Wheat, Grain
70791 1116B Soybeans, Manured, Double Crop
70791 h16C
70791 h16C
70791 h16C
70791 h16C
70791 h16D
Small Grain Cover
Corn, Grain
5.8
0.0
38 None
5.8
5.8
5.8
5.8
0.0
0.0
0.0
0.0
38 None
43
20
20
20
20
None
None
None
None
None
38 None
38 None
38 None
20
20
None
None
5.8
5.8
0.0
0.0
38 None
38 None
20
.20
20
None
None
None
Wheat, Grain
Soybeans, Manured, Double Crop
Small Gratin Cover
140701 Database Version 4.1
5.8
5.8
0.0 38 None
0.0 38 None
5.8
5.8
0.0
0.0
38 None
38 None
20
20
20
20
20
None
None
None
None
None
Date Printed: 01-06-2015
STV Page 1 of 3

Reuuijed Sail Test Values
Tract Field
70791 h16D
70791 h16D
70791 h16D
70791 hi7
70791 1117
Corn, Grain
Crop
pH
Lime Recom.
(tons/acre) Cu-1
Copper Recommendation
Zn-1
5.8
0.0 38 None
Wheat, Grain
5.8
0.0 38 None
Soybeans, Manured, Double Crop
Small Grain Cover
5.8
5.8
0.0 38 None
0.0 38 None
Corn, Grain
5.8
'70791. h17
70791 h17
70791 h2
Wheat, Grain
5.8
0.0 38 None
20
20
20
20
20
None
None
None
Zinc Recommendation
None
None
0.0 38 None
Soybeans, Manured, Double Crop
Small Grain Cover
5.8
6.0
70791 12 Corn, Grain
70791 h2
6.0
0.0 38 None
0.0 39 None
0.0 89 None
Wheat, Grain
70791 h2 Soybeans, Manured, Double Crop
70791 h3 Small Grain Cover
6.0
0.0 89 None
6.0
6.0
0.0 89 None
0.0 89 None
70791 h3
Corn, Grain
70791 113 Wheat, Grain
6.0
0.0 89 None
6.0
70'791 h3 Soybeans, Manured, Double Crop
70791 h4 Small Grain Covet
70791 h4 Corn, Grain
70791 h4
70791 114
70791 115
6.0
6.0
0.0 89 None
20
20
59
59
59
59
59
None
None
None
-None
None
None
None
59 i None
59 I None
0.0 89 None
0.0 89 None
6.0
59
59
None
None
0.0 89 None
Wheat, Grain
Soybeans, Manured, Double Crop
Small Grain Cover
6.0
6.0
6.0
0.0 89 None
59'
59
None
None
0.0 89 None
0.0 89 None
70791 h5
70791 h5
Comm1, Grain
6.0
0,0 89 None
59
59
None
None
Wheat, Gram
6.0
0.0 89 None
70791 h5
70791 119
70791 h9
Soybeans, Manured, Double Crop
Small Grain Overseed
Hybrid Bermudagrass Hay
70791 PVT,AW Small Grain Cover
6.0
5.8
5.8
6.2
0.0 89 None
0.0 63 None
0.0 63 None
0.0 100 None
59
59
None
None
70791 PVT',AW
70791 PVT,AW
Corn, Grain
Wheat, Grain
6.2
6.2
0.0 100 None
0.0 l 00 None
70791 PVT,AW
70791 pvtl
Soybeans, Manured, Double Crop
Small Grain Cover
6.2
5.8
0.0 100 None
0.0 38 None
59 None
43 None
43 f None
62
62
62
62
20
None
None
None
None
None
140701 Database Version 4.1 Date Printed: 01-06-2015 STV Page 2 of 3

Reguirrc ,, oi[ Test Values
Tract
70791
70791
Field
pvtl
pvtl
Corn, Grain
Crop
pH
Lime Recom.
(tons/acre)
Cu-1
Copper Recommendation
Z.n-I
Wheat, Grain
70791 pvtl Soybeans, Ivlanured, Double Crop
5.8
5.8
5.8
0.0
38
None
20
None
Zinc Recommendation
0.0
0.0
38
38
None
None
20
20
None
None
140701 Database Version 4.1 Date Printed: 01-06-2015 STV Page 3 of 3

The following Lagoon Sludge Nitrogen Utilization table provides an estimate ofthe number ofacres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average. nitrogen
concentrations for each source, the number ofanimals 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 ofthe effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other° nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate Minimum Acres
Minimum Acres
1000 gai/ac 1 5 Years Accumulation 10 Years Accumulation
Swine Feeder -Finish, Lagoon Sludge - Standard
14.69 110.00
140701 Database Version 4.1 - Date .Printed: 01-06-2015
Sludge Page 1 of 1
Min.i.nurn Acres
15 Years Accumulation
219.99
110.00
206.24
164.99
309.36

The Available Waste Storage Capacity table provides an estimate ofthe 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 ofthe facility. ifthe 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 ofthe 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.
vaila le \ , ste Stora e a.ac.
Source Name Swine Feeder -Finish Lagoon Liquid
Start Date 9/1
Plan Year
1
1
1
1
1
1
1
7
2
7
2
2
2
2
2
2
Design Storage Capacity (Dad, s) i
Month Available Storage Capacity (Days) *
93
161
180
80
11 145
12
* Available Storage Capacity is calculated as of the end of each month.
140701 Database Version 4.1 Date Printed: 01-06-2015 Capacity Page 1 of 1
126

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 Han when there is a change in the
operation, increase in the number of animals, method of applicafion,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips),
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
140701 Database Version 4.1 Date Printed: 1/6/2015 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
l 1. 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.
140701 Database Version 4.1 Date Printed: 1/6/2015 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
140701 Database Version 4.1 Date Printed: 1/6/2015 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
'
Date Printed: i/5/2t115
140701 Database Version 4.1 Specification Page 4

Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
•
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): h10, hl 1, h9
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Crop Notes
The following crop note applies to field(s): hi, h16A, h16B, h16C, hi6D, h17, h2, h3, h4, h5, PVT,AW,
pvtl
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 lea.st 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 buiac is satisfactory to produce full groundeover 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.
140701 Database Version 4.1 Date Printed: 01-06-2015 Crop Note Page 1 of 3

Wheat: Coastal Plain, Mineral Soil, medium leachable
The following crop note applies to field(s): h10, hi 1, h9
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 1.5-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bu.shels/acre and.
rye at 1-1 1/2 bushels/acre. Plant all these srnall grains at 1-1 1/2." deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining-N should be applied during the months of February -March.
The following crop note applies to field(s): h 1, h.l 6A, h 16B, hl. 6C, 1116D, 1117, h2, h3, h4, h5, PVT,AW,
pvtl
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time, See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining
N should be applied during the months of February -March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): h12B
Fescue: Coastal Plain, Mineral Soil, Moderately Well Drained
Adaptation: Marginal.
In the Coastal Plain, tall fescue can be planted Sept. 1 to Oct. 15 (best) and Feb. 15 to Mar. 20. For
pure -stand broadcast seedings use 20 to 30 lb/ac., for drilled use 15 to 20 lb/ae. seed. Use certified seed
to avoid introducing weeds or annual tyegrass. Plant seed 0.25" to 0.5" deep for pure stands, 0.25" in
mixture with clovers. Tall fescue requires adequate soil moisture for persistence and production. Soil test
for preplant and maintenance lime, phosphorus, and potassium recommendations. Apply 40 to 60 lb/ac
nitrogen at planting for pure stands only. Do not apply N for mixtures with clovers but use proper legume
inoculation techniques. Apply 150 to 200 lb/ac. N to pure -stand fescue for hay production; reduce N rates
by 25% to 50% for grazing. Apply N Feb. 1 to Mar. 20 and Aug. 20 to Sept, 30, with equal amounts in
each window. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages
in North Carolina for additional information or consult your regional agronomist or extension agent for
assistance.
140701 Database Version 4.1 Date Printed: 01-06-2015 Crop Note Page 2 of 3

The following crop note applies to field(s): h1, h16A, h16B, h16C, h16D, h17, h2, h3, h4, h5, PVT,AW,
pvtl
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosph.orus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
The folio crop note applies to field(s): h 1 h i 6A h 16B h I6C h 16D h 17 h2, h3, h4, h5, PVT,AW,
Small Grain Cover Crop
pvtl
140701 Database Version 4.1 Date Printed: 01-06-2015 Crop Note Page 3 of 3