310066_Application_20240328

Q
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, 2024, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore,all applications
must be received by the Division of Water Resources by no later than April 3,2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWS310066
2. Facility Name: Cedar Lane Farm
3. Permittee's Name(same as on the Waste Management Plan): Charles W Edwards
4. Permittee's Mailing Address: 605 Fountaintown Rd
City: Beulaville State: NC Zip: 28518
Telephone Number: 910-389-3149 Ext. E-mail:
5. Facility's Physical Address: 565 Lyman Rd
City: Beulaville State: NC Zip: 28518
6. County where Facility is located: Du lin
7. Farm Manager's Name(if different from Landowner):
8. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Charles Winzell Edwards Jr. Phone No.: 910-298-5421 OIC#: 24120
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 5,280
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

a
13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area 'Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1(BIG) Lagoon 6/11/ 9992 Full,clay 751,338.00 103,600.00 19.50
2(SMALL) Lagoon 10/21/1993 Full,clay 365,328.00 55,100.00 19.50
Submit 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), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2.A site map/schematic
3.Emergency Action Plan
4.Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6.Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7.Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,solids separators,sludge drying system,waste transfers,etc.)
i attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C.Section 1001 provides a punishment by a fine of not more than$10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation,"signature should be by a principal executive officer of the corporation):
Name(Print): C ko►!le 5 W. 4"4Wa rows �_l Title: v w rt e r
Signature: (,.� ` �++-+�� �y , Date:
Name(Print): Title:
Signature: Date:
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636

Nutrient Management Plan For Animal Waste Utilization
02-09-2010
This plan has been prepared for: This plan has been developed by:
Cedar Lane Fac 3166 Billy W Houston
Charles Edwards Jr. Duplin Soil& Water
507 Cedar Fork Church Rd PO Box 219
Beulaville, NC 28518 Kenansville, NC 28349
910-298-5.121 910-296-2120
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(owner) Date
r2
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S.Department of Agriculture-
Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water
Conservation Commission.
Plan Approved By: /,,V n�. a I 6
Tecluucal Specialist Signature Date
814021 Database Version 3.1 �__ Date Printed: 02-09-2010 Cover Page 1

Y
0
Nutrients applied in accordance with this plan will be supplied from the following
source(s):
Commercial Fertilizer is not included in this plan.
S7 Svine Feeder-Finish Lagoon Liquid waste generated 4.894.560 gals/year by a 5,280
animal Sine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of a prommateh- 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 11273
Incorporated 19361
Injected 21321
Irrigated 12254
Max.Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied(lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 12.254 19290 -7.036 7,972,839 -3,078,279
Year 2 1 12,254 21318 -9.064 8.515,188 -3,620,628
Note: In source ID.S means standard source,U means user defined source.
"Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
814021 Database Version 3.1 Date Prvited: 02-09-2010 Source Page Page 1 of 1

Narrative
Tracts 6611.6724 and 6725 are leased by Mr. Edwards and have been added to this WUP for additional
pumping.
These fields will be irrigated using an AerWac as needed. / L
�I ` no 6/'�°� MOLA I,'a C�o�J %,T /0 lanTG4W 7 Ae,A Gt
,),'IVo /l l Af IVI f a /7147 ,6e, vre�
T 814021 Database Version 3.1 Date Printed: 02-09-2010 Narrative Page Page 1 of 1

}
^The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates are also
-provided for each crop.,as well as the crop's P205 Removal Rate. The Leaching Indel(LI)and the Phosphorous Loss Assessment Tool
LAT)Rating are also provided for each field,where available.
If a 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 hi 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.
Planned Crops Summary
P205
Total Useable Plat Removal Applied
Tract Field Acres Acres Rating Ll Soil Series Crop Sequence RYE (tbwaore) (Ibs,acre)
6611 Fl 20.14 14.10 Unknown N A Noboco Small Grain Cotter N/a 0 N
Corn.Gram 115 bu. 51 Ni/AA
Wheat,Grain 60 bu. 30 N-A
Soybeans,Manured.Double Crop 38 bu. 30 N A
6611 F2 3.76 2.50 Unknown N A Noboco Small Gram Cover N;, 0 NA
Corn,Grain 115 bu. 51 N/A
Wheat.Grain 60 bu. 30 N/A
Soybeans.Manured,Double Crop 38 bu. 30 NA
6611 F3 1.92 1.30 unknown N A Noboco Small Grain Cover N•, 0 NA
Com,Grain 115 bu. 51 NA
Wheat,Grain 60 bu. 30 NIA
Soybeans.Manured.Double Crop 38 bu. 30 N/A
6724 F2 14.83 10.40 Unknown N A Noboco Small Grain Cover N:A 0 NA
Cone.Grain 115 bu. 51 N A
Wheat.Grain 60 bu. 30 N/A
Soybeans.Manured,Double Crop 38 bu. 30 NiA
6725 1 14.46 10.10 Unknown N A Noboco Small Grain Cover N!A 0 NIA
Corn.Grain 115 bu. 51 NA
Wheat.Grain 60 bu. 30 NSA
Soybeans,Manured.Double Crop 38 bu. 30 NIA
70870 PI 6.201 6.20 Unknown N A Norfolk Hybrid Berm.'Reseuegrass O S Pasture 7.7 Toms 10 NIA
70870 PIA 1.7 1.70 Unknown N A Norfolk Hybrid Berm.'Reseuegrass O S Pasture 7.7 Tons 10 N/A
70870 P2 6.20 6.20 Unknown N A Norfolk Hybrid Berm.Rescuegrass O S Pasture 7.7Ton4 10 N.A
70870 P3 4.70 4.70 Unknown N A Norfolk Hybrid Benn.Rescuegrass O S Pastore 7.7 Tom, 10 N:A
70870 P4 6.2 6.20 unknown N:k Norfolk Hybrid Berm.`Rescuegrass O S Pasture 7.7 Ton., 10 NIA
70870 PS 4.9 4.90 Unknown N A Norfolk Hybrid Berm.:'Rescuegrass O-S Pasture 7_7 Ton, 10 N/A
70970 P5A 1.40 1.40 unknown NA Norfolk Hybrid Berm.Rescuegrass O S Pasture 7.7 Tons 10 NiA
70870 P6 2.0 2.00 t'nknuwn N A Norfolk Hybrid Berni.Rescuegrass O S Pasture 7.7 To 10 N!A
814021 Database Version 3.1 Date Printed 2 9 2010
PCS Page Page 1 of 2
NOTE: Symbol*means user entered data.

70870 P6A 1.50 1.50 NA NorFo O 11, Hybrid Berm.Rescuegrass S Pasturz 7.7 Tor
10 N;A
PLAN TOTALS: 89-91 73.2(
LI Potential Leachin Technical Guidance
C 2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>_2 :Moderate potential to contribute to soluble Nutrient Management(59U)should be planned.
nutrient leaching below the root zone.
<= 10
Nutrient Management(590)should be planned. Other conservation practices that improve the soils
High potential to contribute to soluble
capacity and improve nutrient use efficiency should be considered. Examples
nutrient leaching below the root zone. available water holding
> l0 are Cover Crops(340)to scavenge nutrients.Sod-Based Rotations(328).Long-Term No-Till(778).
and edge-of-field practices such as Filter Strips(393)and Riparian Forest Buffers(391).
PLr1T Index Rating P Management Recommendation
0-25 Low No adjustment needed;N based application
25-50 Medium No adjustment needed:N based application
51-100 High Application limited to crop P removal
> 100 very High Starter P application onl%
814021 Database Version 3.1 Date Printed 2 9 2010 PCS Page Page 2 of 2
NOTE: Svmbol*means user entered data,

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed to use the
nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,and proper tinting of applications to maximize nutrient
uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products,
commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity of
nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides for the
utilization of the manure generated by the operation.
Waste Utilization Table V A PAN IV IA, Year 1
( AA� Nitrogen Comm. Res. klanure Liquid Solid liquid Solid see, (+r4'r'VJ.�'Pit L� PA Fert. (RWA) PA ManureA Manure N enure Manure
V Nutrient Nutrient NutnentA pplied Applied Applied Applied
0 Rod Applied pplied (acre) (acre) (Field) (Field)
Ob/A) (l1sfA) OW-1k)
Source Total Use. Applic. Applic. 1000
Tract Field 11) So17 Series Acnvs Acres crop RYE Period N N N Method N gal/A Tons 1000 gals tons
6611 Fi S7 Noboco 20.14 14.10 Small Grain Cover N/A 9/1-3/31 *30 0 0 Irrig. 13 5.03 O-OU 70.96 0.0
6611 FI S7 Noboco20.14 14.10 Corn.(;rain 115 bu. 2115-6130 131 0 *30 Irrig. 101 40.34 0.00 568.84 0.00
6611 Fl S7 Noboco 20.14 14.10 Wheat.Grain 60 bu. 9114/30 125 0 U Irrig. 63 43.94 0.01) 619.53 0.0
6611 F2 S7 Noboco 3.76 2.50 Small Orain Cover N/A 9/1-3/31 "0 0 0 Irrig 13 5.03 0.00 12.58 0.00
6611 F2 S7 Noboco 3.76 2.50 Com.Grain 115 bu. 2/15-6/30 131 0 *30 Irrig. 101 40.3.4 0.00 100.861 0.00
6611 F2 S7 Nobow 3.76 2.50 Wheat,Drain 60 bu. 9/1-4130 125 0 0 Irrig. 63 24.97 0.04 62.41 0.0
6611 F3 87 Nohow 1.92 1.30 Small Grain Cover N/A 9/1-3/31 *30 0 0 Irrig. 13 5.03 0.00 6.54 0.00
6611 F3 87 Nohow 1.92 1.30 Corn,Grain 115 bu. 2/15-6/30 131 0 *30 Irrig. 101 40.34 00 52.45 0.00
6611 F3 S7 Nohow 1_92 1.30 Wheat,Grain 60 bu. 9/14130 125 0 0 Irrig. 63 24.97 0.011 32.451 0.00
6724 F2 S7 Nobow 14.83 10.40 Small Grain Cover N/A 9%1-3/31 *30 0 0 Irrig. 13 5.03 O.Ot 52.34 0.00
6724 F2 87 Noboco 14,83 1O.40 Com,Crain 115 bu. 2r15-630 131 0 *30 hrig. 101 40.3.3 0.0( 419.57 0.00
6724 F2 87 Noboco 14.83 10.40 Wheat,Grain 60 bu. 9/14,30 125 0 0 Irrig. 63 24.97 00 259.6 0.0
6725 1 S7 Noboco 14.46 10.10 Small Grain Cove NA 9/1-3/31 *30 0 0 brig 13 5.03 O.00 50.93 0.0
6725 1 87 Nobow 14,46 10.10 Com,Crain 115 bu. 2/15-6130 131 0 *30 Irrig 101 40.34 0.00 407.47 0.00
6725 1 S7 Noboco 14.46 10.10 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 63 24.97 0.00 252.15 0.0
70870 P1 S7 Norfolk 6.20 6.20 Hybrid Berm./Rescuegrass O/S Pasture 7.7 Tons 9/1-8/31 *360 0 0 Irrig 360 143.80 0.00 891.55 0.00
814021 Database Version 3.1 Date Printed: 2/9/2010 WUT Page Page 1 of 4

Waste UtilL-don Table Year 1 ' -
Nkogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fort. OWA) PA MmureA Manurc Manure hlanum
Nutrient Nutrient NutnentA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Feld)
OWA) (IbstA) (ft/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Sort Series Acres Acres Crop RYE Period N N N Method N gaVA Tons 1000 gals tons
70870 PIA S7 Norfolk 1.70 1.70 hybrid Bemt.rRuwwegrass 0/8 Pasture 7.7 Tons 911-8131 *360 0 0 brig. 360 143.80 0.00 244.46 0.00
70870 P2 S7 Norfolk 6.20 6.20 Hybrid B wResmegrass 0/8 Pasture 7.7 Toms 91 1-8131 *360 0 0 Irrig. 360 143.80 0.00 891.55 0.0
70970 P3 S7 Norfolk 4.70 4.70 llybtid 13c...Rescuegass M Pasture 7.7 Toms 9/1-8/31 *360 0 0 Irrig. 360 143.80 0.00 675.85 0.00
70870 P4 S7 Norfolk 6.20 6.20 Hybrid Berrn.IRcwvegra.-s0/8Pasture 7.7'1'orm 9il-8131 *360 0 0 Irrig. 360 143.80 0.00 891.55 0.00
70870 P5 87 Norfolk 4.90 4.90 1lybrid 13mn./Reswu rass O/S Pasture 7.71bmc 9/1-9/3) $360 0 0 Irrig. 360 143.80 0.00 704.61 0.0
70870 P5A S7 Norfolk 1.40 1.40 Hybrid Berna;RescuegrassO/SPasture 7.7'i'oms 9/1-8/31 *360 0 U Irrig. 360 143.8 0.00 201.32 0.0
70870 P6 87 Norl-olk 2.001 2.00 Hybrid Bern/lImuegrass 0/8 Pasture 7.7 Tom 9/1-8131 *360 U 0 Irrig. 360 143.80 0.00 287.60 0.0
70870 P6A 87 Norfolk 1.50 1.50 hybrid Berm./Rew4vegrass 0/8 Pasture 7.7'rons 9/1-9131 *360 U D ]Trig. 3GU 143.8U 0.00 215.70 0.0
"I'otal Applcd,ION gallons 7,972.84
Total Produced.10(X)gallons 4,894.56
Balance, 1000 gallons -3,078.28
Total Applied,Ions 0.00
Total Produecd,tons 0.0)
Aalance,tons 0.00
Notes: 1 hi the tract colinim,--byinbol means lease,otherwise,owned. 2. Symbol*means user entered data.
814021 Database Version 3 1 Date Printed:2/9/2010 WUT Page Page 2 of 4

Waste Utilization Table Year 2
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (ftIA) PA ManureA Manure Manure Mann:
Nutrient Nutrient NutnentA P&W Applied .Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(lbs/A) (IWA) (lbs/A)
Source Total Use. Apphc. Applic. 1000
Tract Field ! ID Soo Series Acres Acres crop RYF Period N N N Method N gal/A Tons 1000 gals tons
6611 Fl S7 Noboco 20.14 14.10 Small Grain Cover N/A 911-3/31 *30 0 *0 Irrig. 1 6.95 0.00 98.00 0.0,0
6611 Fl S7 Noboco 20.14 14.10'Wheat Grain 60 bu. 9;1-0/30 125 0 0 1 Irrig. 63 24.97 0.00 352.01 O.Oc
6611 Fl S7 Nobow 20.14 14.10 Soybeans,Manured,Double Crop 38 bu. 411-9!15 149 0 0 Irrig. 149 59.52 0.00 839.19 0.
6611 F2 S7 Noboco 3.76 2.50 Small(grain Cover NIA 9.11-3+31 *30 0 *0 Irrig. 17 6.95 0.0 17.39 0.01
6611 F2 S7 Noboco 3.76 2.50 Wheat Grain 60 bu. 9/1-4/30 125 0 0 brig. 63 24.97 0.00 62.41, 0.0
6611 F2 S7 Nobww 3.70 2.50 Soybeans,Manured,Double Crop 38 hu. 4/1A/15 149 0 0 Irrig. 149 59.52 0.00 148.79 0.00
6611 F3 87 NoboLo 1.92 1.30 Small Grain Cover NIA 9/1-3l31 *30 0 *0 Irrig. 17 6.95 0.00 9.04 0.0
6611 F3 87 Nobow 1.92, 1.30 Wheat,Grain 60 bu. 9114130 125 0 0 brig. 63 24.97 0.00 32.45 0.O[
6611 F3 S7 Nolxwo 192 1.30 Soybeans,Manured,Double Crop 381xt. 41_9/15 149 0 0 Irrig, 149 59.52 0.01) 77.37 0.00
6724 F2 87 Noboco 14.83 10.40 Small Grain Cover N/A 9/1-361 *30 0 *0 brig 17 0.95 0.00 72.28 0.00
6724 1-'2 S7 Nobow 14.83 10.40 Wheat.Grain 60 bu. 9114/30 125 0 0 Irrig 63 24.97 0.001 259.64 0.00
6724 1-72 S7 Noboco 14.83 10.40 Soybeans,Ivlanunxi,Double Crop 38 bu. 4/1-9115 149 0 0 Irrig. 149 59.52 0.00 618.97 0.00
6725 1 S7 Noboco 14.40 10.10 Small Grain Cover NIA 911-3/31 *30 0 *0 brig. 17 6.95 0.00 70.21.) 0.00
6725 1 S7 Noboco 14.46 10.10 Wheat,Grain 60 bu. 9/14/30 125 0 0 brig 63 24.97 0.0( 252.15 0.00
6725 1 S7 Noboco 14.40 10.10 8oybemm Manured,Double Crop 38 bu. 411-915 149 U U Irrig 149 59.52 0.00 601.12 0.00
70870 PI S7 Norfolk 6.20 6,20 Hybrid Kenn./Reccrregrass O/S Pasture 7.7'rons 9/1-8!31 *360 0 0 Irrig. 360 143.80 0.00 891.55 0.00
70870 PIA 87 Norfolk 1.70 1.70 Hybrid Reim./Resaregrass O%S Pasture 7.7 Tons 9/1-8/31 *360 0 0 brig. 360 143.80 0.00 244.46 0.00
70870 P2 87 Norfolk 6.20 6.20 Hybrid l3erm./Rescntegrass Ors Pattum 7.7 Toms 911-8131 *360 0 0 brig 360 143.80 0.00 891.55 0.00
70870 P3 S7 Norfolk 4.70 4.70 Hybrid Berm/Restmegrass O/S Pasture 7.7 Torts 911-8131 *360 0 0 brig 360 143.80 0.00 675.85 0.0
70870 P4 S7 Norfolk 6.20 6.20'Hybrid I3erm./Rescuegrass O/S Pashrre 7.7 Tons 911-8131 *360 0 0 Irrig 360 143.8 0.00 891.55 0.
70870 P5 S7 Norfolk 4.90 4.90 Hybrid 13erm./Reswegrass O/S Pasture 7.7 Tons 9/1-8/31 *360 0 0 brig. 360 143.80 0.00 704.61 0.0
70870 P5A S7 Norfolk 1.40 1.40 Hybrid Retttt.!Resategrass O/S Pasture 7.7 Tons 9/1-8/31 $360 0 0 brig. 36 143.80 0.00 201.32 0.00
914021 Database Version 3.1 Date Printed:2/9/2010 W JT Page Page 3 of 4

Waste Utiliza«on Table Year 2
Nitrogen Comm. Res. ✓lamas liquid Solid Liquid Solid
PA Fert. (lbs.'A) PA ltlanumA Nlanure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pphed (acre) (acre) (Field) (Field)
(ftIA) (IWA) (P-1A)
Source Total Use. Applic. Applic. 1000
Crop R1B Period N N N Method N gal/A Tons 1000 gals tons
Tract Field ID Sot?Series Acres Acres
70870 P6 S7 Norfolk 2.00 2.00 Hybrid Hemr.rRescuegrasm O/S Pasture 7.7 Tons 9/1-8131 *360 0 0 Irrig 360 143.80 0.00 297.60 0.0
70870 P6A 87 Norfolk 1.50 L50 Hybrid Henn/Rescuegracs M Pasture 7.7 Tons 9/1-831 *360 0 U brig. 360 143.80 L0.00 215.70 0.001
Total Applied,1000 gallons 8,515.19,
Total produced_l(X10gallow 4,894.56
I)alance,I0110 gallons -3,620-6-1
Total Applied,tons 0.00
'row Produced,tons 0.0
Balance.ions U.00
Notes: I In the tract column.—symbol means leased,othenvise,owned. 2. Symbol*means user entered data.
914021 Database Version 3.1 Date Printed: 2/9/2010 WUI'Page Page 4 of 4

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If
" applying waste nutrients through an irrigation sstem,you must apply at a rate that will not result in runoff. This table provides the
maximum application rate per hour that may be applied to each held selected to receive wastewater. It also lists the maximum
application amount that each field may receive in any one application event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
6611 F1 Noboco 0.50 1.0
6611 F2 Noboco 0.50 1.0
6611 F3 Noboco 0.50 1.0
6724 F2 Noboco 0.50 1.0
6725 1 Noboco 0.50 1.0
70870 P1 Norfolk 0.50 1.0
70870 P1A Norfolk 0.50 1.0
70870 P2 Norfolk 0.50 1.0
70870 P3 Norfolk 0.50 1.0
70870 P4 Norfolk 0.50 1.0
70870 P5 Norfolk 0.50 1.0
70870 P5A Norfolk 0.50 1.0
70870 P6 Norfolk 0.50 1.0
70870 P6A jNorfolk 0.50 1.0
trrpr�F 'i.:s�:•`�
814021 Database Version 3.1 Date Printed 2/9/2010 IAF Page Page 1 of 1
NOTE; Symbol*means user entered data.

The Nutrient Management Recommendations table shown below provides an annual summary of the nutrient management plan
developed for this operation. This table provides a nutrient balance for the listed fields and crops for each year of the plan. Required
nutrients are based on the realistic yields of the crops to be grown.their nutrient requirements and soil test results. The quantity of
nutrient supplied by each source is also identified.
The total quantity of nitrogen 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 or other by roducts are utilized to meet the
nitrogen needs of the crop, Nutrient management plans may require that the application of animal waste be limited so as to prevent
over application of phosphorous when excessive levels of this nutrient are detected in a field. In such situations,additional nitrogen
applications from nonorganic sources may be required to supply-the recommended amounts of nitrogen.
Nutrient Management Recommendations Test
YEAR Q N P205 K20 Mg Mil Zn Cu Lime
(lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (tons/A)
Tract Field 6611 F1 Req'd Nutrients *30 0 0 0 0 0 0 0
Acres I App.Period 14.10 9 1-3 31 Supplied By:
CROP Small Grain Cover Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series , oboco Residual *0 0 0 0 0 0 0 0
RYE I Sample Date 0.0 Tons 02-08-10 Manure 30 161 41 41 0 1 0 0
PRemoval I Rating 0lbs;ac. Unluiomn BALANCE 0 16 41 4 0 1 0 U
Tract Field 6611 F2 Req'd Nutrients *30 0 0 0 0 0 0 0
Acres App.Period 2.50 9 1-3 31 Supplied Br:
CROP Small Grain Cover Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 01 0
Soil Series Noboco Residual *0 0 0 0 0 0 0 0
RYE Sample Date 0,0 Tons 02-08-10 Manure 30 16 41 4 0 1 0 0
P Removal Rating 0 lbvae. Unknown BA.LAIvCE 0 16 41 4 01 1 0 U
Tract Field 6611 F3 Req'd Nutrients *301 0 0 0 0 0 0 0
Anna App.Period 1.30 91-3 31 Supplied By:
CROP Small Grain Cover Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series : oboco Residual *0 0 0 0 0 0 0 0
RYE Sample Date 0.0 Tons 02-08-10 Manure 30 16 41 4 0 1 0 0
P Removal I Rating 0lbs,ac. Unknown BALANCE 0 16 41 4 0 1 0 0
Tract I Field 6724 F2 Req'd Nutrients *30 0 01 0 0 0 0 0
Acres I App,Period 10.40 9,'1-3.31 Supplied By:
CROP Small Grain Cover Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 01 0
Soil Series Noboco Residual *0 0 0 0 0 0 0 0
RYE Sample Date 0.0 Tons 02-08-10 Manure 30 16 41 4 0 1 0 0
P Removal I Rating 0 lbs/ae. Unknown BALANCE 0 16 41 4 0 1 0 0
14021 Database Version 3.1 Date Pruned: 2 9 2010 NNIR Page Page 1 of 7

ei
Nutrient Management Recommendations Test
YEAR N P2O5 K2O Mg Mn Zn Cu Lime
(lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (tons/A)
Tract Field 6725 1 Req'd Nutrients *30 0 0 0 0 0 0 0
-x.., App.Period 10.10 9 1-3 31 Supplied By:
CROP Small Grain Cover Starter 01 0 0 01 0 0 0 0
Commercial Fart. 01 0 0 0 0 0 0 0
Soil Series Noboco Residual *01 0 0 0 0 0 0 0
RYE Sample Date 0.0 Tons 02-08-10 Manure 301 16 41 4 0 1 0 0
PRemoval I Rating 0lbslac. Unknown BALANCE 0 16 41 4 0 11 0 0
NOTE: Symbol*means user entered data.
4021 Database Fusion 3.1 Date Printed: 2 9 2010 NMR Page Page 2 of 7

N
Nutrient Management Recommendations Test
YEAR 1 N P2O5 K2O Mg h4n 7n Cu Lime
(lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (tons/A)
Tract Field 6611 Fl Req'd Nutrients 131 0 0 0 0 0 0 0
Acres I App.Period 14.10 2 15-6 30 Supplied Bt:
CROP Corn,Grans Starter 0 0 0 0 0 0 0 0
Commercial Fort. 0 0 0 0 0 0 0 0
Soil Series njobi Residual *30 0 0 0 0 0 0 0
RYE Sample Date 115 bu. 02.08.10 :Manure loll 55 138 12 1 2 0 0
PRemoval I Rating 51lbs/ac. Unknown BALANCE 0 55 138 12 1 2 0 0
Tract Field 6611 Fl Req'd Nutrients 125 0 0 0 0 0 0 0
Acres I App.Period 14,10 9 1.430 Supplied By:
CROP Wheat,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Noboco Residual 0 0 0 0 0 0 0 0
R17E Sample Date 60 bu. 02-08-10 'Manure 125 i 68 171 15 1 3 1 0
P Removal I Rating 30 lbsiac. Unknown BAL.VNCE 0 68 171 15 1 3 1 0
Tract Field 6611 F2 RegV I utrients 125 0 0 0 0 0 01 0
Acres I App.Period 2.50 9/1-4,30 Supplied By
CROP Wheat,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert, 0 0 0 0 0 0 0 0
Soil Series Noboco Residual 0 0 0 0 0 0 0 0
RYE I sample Date 60 bu. 02-08-10 Manure 125 68 i 171 15 1 3 1 0
P Removal Rating 30 lbs/ac. Unknown BALANCE 0 68 171 15 1 3 1 0
Tract Field 6611 F2 Req'd\utrients 131 0 0 0 0 0 0 0
Acres I App.Period 2.50 2.15-6 30 Supplied By:
CROP Corn,Grain Starter 0 0 0 01 0 0 0 0
Commercial Fert. 0 0 0 01 0 0 0 0
Soil Series Noboco Residual *30 0 0 0 0 0 0 0
RYE Sample Date 115 bu. 02-08-10 Manure 101 55 138 12 1 2 0 0
PRemoval Rating 51lbsiac. Ihtknown B.UA.\CE 0 55 138 12 1 2 0 0
Tract Field 6611 F3 Req'd Nutrients 131 0 0 0 0 0 0 0
Acres I App.Period 1.30 215-6,30 Supplied By:
CROP Corn,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fart. 0 0 0 0 0 0 0 0
Soil Series Noboco Residual *30 0 oF 0 0 0 0 0
RYE I Sample Date 115 bu. 1 02-08-10 'Manure 101 55 138 12 1 2 0 0
P Removal Rating 51 lbstac. ,�'nknown BALANCE 0 55 138 12 1 2 0 0
14021 Database Version 3.1 Date Printed: 2 9 2010 :AMR Page Page 3 of 7

m
Nutrient Management Recommendations Test
YEAR 1 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 Field 6611 F3 Regd\utrients 125 0 0 0 0 0 0 0
Acres App.Period 1.30 9 1-4 30 Supplied By:
CROP Wheat,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Noboco Residual 0 0 0 0 0 0 0 0
RYE Sample Date 60 bu. 02-08-10 Manure 125 68 171 15 1 3 1 0
PRemoval Rating 30lbsiac. nknown BALANCE 0 68 171 151 1 3 1 0
Tract Field 6724 F2 Req'd Nutrients 131 0 0 0 0 0 0 0
Acres I App.Period 10.40 2 15-6-30 Supplied By:
CROP Corn,Grain Starter 01 0 0 0 0 0 0 0
Commercial Fen. 0 0 0 0 0 0 0 0
Soil Series Noboco Residual *30 0 0 0 0 0 0 0
RYE Sample Date 115bu. 02.08-10 Manure 101 55 138 12 1 2 0 0
PRemoval I Rating 51lbs...ac. Unknown BALANCE 0 55 138 12 11 2 0 0
Tract Field 6724 F2 Req'd Nutrients 125 0 0 0 0 0 0 0
Acres I App.Period 10.40 9 1-4 30 Supplied By:
CROP Wheat,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Noboco Residual 0 0 0 0 0 0 0 0
RYE Sample Date 60 bu. 02-08-10 Manure 125 68 171 15 1 3 1 0
P Removal Rating 301bs ae. Unknown BALANCE 0 68 171 15 1 3 1 0
Tract Field 6725 1 Req'd Nutrients 131 0 0 0 01 0 0 0
Acres App.Period 10.10 2-15-6r30 Supplied By:
CROP Com,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0' 0 0 0
Soil Series 'oboco Residual *30 0 0 0 0 0 0 0
RYE I Sample Dnte 115 bu. 02-08.10 Manure 101 55 138 121 1 2 0 0
P Removal Rating 51 lbs/ae. Lrnkno%m BALANCE 0 55 138 12 1 2 01 0
Tract Field 6725 1 Req d Nutrients 125 0 0 0 0 E31
0
Acres App.Period 10.10 9.1.4 30 Supplied By:
CROP Wlteitt,Gram Starter 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0
Soil Series Noboco Residual 0 0 0 0 0 0
bPR—oval
Sample Date 60 bu. 02-09.10 :Manure 125 68 171 15 1 0
Rating 301bsfae. Unknown BALANCE 0 68 171 15 1 0
1-
14021 Database Version 3.1 Date Printed: 2 9 2010 NMR Page Page 4 of 7

Nutrient Management Recommendations Test
YEAR j N P205 K20 Mg Nil Ln Cn Lime
(lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (tons/A)
Tract Field 70870 PI Req'd Nutrients '1360 0 0 0 0 0 0 0
Acres I App.Period 6.20 9%1.8 31 Supplied By:
CROP Hybrid Starter 0 0 0 0 0 0 0 0
Benn./Reseuegrass O/S Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series M. Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 7.7 Tons 07-22-04 :Manure 360 196 493 44 2 8 2 0
P Removal Rating 10 lbslae. Unknown BALANCE 0 196 493 441 2 8 2 0
Tract Field 70870 PIA Req'd Nutrients *360 0 0 0 0 0 0 o
Acres I App.Period 1.70 9 1-8 31 Supplied By:
CROP Hybrid Starter 0 0 0 0 0 0 0 0
Berm./Rescuegrass O/S Commercial Fert. 0 0 0 0 0 ol 0 0
Soil Series +roaow Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 7.7 Tons 07-22-04 'Manure 360 196 493 44 2 8 2 0
P Removal I Rating 10 lbsrac. iunknwwn BALANCE 0 1961 493 44 2 8 2 0
Tract Field 70870 P2 Req'd Nutrients *360 0 0 0 0 0 01 0
Acres App.Period 6.20 9ii-8,31 Supplied By:
CROP Hybrid Starter o 0 0 0 0 0 0 0
Berm./Rescuegrass O/S Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series o o Residual 0 0 0 0 0 0 0 0
RYE Sample Date 7.7 Tons 07-22-04 :Manure 360 196 493 44 2 8 2 0
P Removal I Rating 10 lbs/ae. Unknowm BALANCE 0 196 493 44 2 8 2 0
Tract Field 70870 P3 Req'd Nutrients *360 0 0 0 0 0 0 0
Acres I App,Period 4.70 9 1-8 31 Supplied Bt:
CROP Hybrid Starter o 0 0 0 0 0 0 0
Berm./Rescuegrass O/S Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series o Residual 01 0 0 01 0 0 0 0
RYE sample Date 7.7 Tons 07-22-04 'Manure 360 196 493 44 2 8 2 0
P Removal I Rating 10 lbsrac. Unknown BALANCE 0 196 493 44 2 8 2 0
Tract Field 70870 P4 Req'd Nutrients *360 0 0 0 0 0 0 0
Acres t App.Period 6.20 9,'1-8 31 Supplied By:
CROP Hybrid Starter 0 0 0 0 0 0 0 0
Berm./Rescuegrass O/S Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series 'titb'V Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 7.7 Tons 1 07-22-04 Manure 360 1961493 441 21 8 2 U
P Removal I Rating 10 lbs/ac. lnlcnown B.'L.ONCE 0 196 493 44 2 8 2 0
14021 Database Version 3.1 Date Printed: 2 9 2010 NMR Page Page 5 of 7

Nutrient Management Recommendations Test
YEAR 1 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 Field 70870 P5 Req'd Nutrients *360 0 0 0 0 0 0 0
Acres I App.Period 4.90 9 1-8 31 Supplied By:
CROP Hybrid Starter 01 0 0 0 0 0 0 0
Berm./Rescuegrass O/S Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series o ' Residual 0 0 0 0 0 0 01 0
RYE I Sample Date 7.7 Tons 07-22-04 'Manure 360 196 493 44 2 8 2 0
P Removal I Rating 10 lbs'ac. Unknoum BALANCE 0 196 493 44 2 8 2 0
Tract Field 70870 P5A Req'd Nutrients *360 0 0 0 0 0 0 0
axes App.Period 1.40 91-8 31 Supplied By:
CROP Hybrid Starter 0 0 0 0 0 01 0 0
Berm./Rescuegrass O/S Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series 'or o Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 7.7 Tons 07-22-04 Manure 360 196 493 44 2 8 2 0
P Removal I Rating 10 lbsiac. ?nknown BALANCE 0 196 493 44 2 8 2 0
MI
Tract Field 70870 P6 Req'd Nutrients *360 0 0 0 0 0 0 0
Acres I App.Period 2.00 9A-8,31 Supplied By;
CROP Hybrid Starter 0 0 0 0 0 0 0 0
Berm./Rescuegrass O/S Commercial Fert, 0 0 0 0 O'i 0 0 0'
Soil Series k o oV Residual 0 0 0 0 0 0 0 0
;T Sample Date 7.7 Tons 07-22-04 :Manure 360 196 493 44 2 8 2 0
PRcmoval Rating 10lbs!ac. Unkno%in BALANCE 0 196 493 44 2 8 2 0
Tract I Field 70870 P6A Req'd Nutrients *360 0 0 0 0 0 1 0 0
Acres I App.Period 1.50 9+1-8 31 Supplied By:
CROP Hybrid Starter 0 0 0 0 0 0 0 0
Berm./Rescuegrass O/S Commercial Fort. 0 0 0 0 0 0 0 0
Soil Series o a ' Residual 0 0 0 0 0 0 0 0
RI'E Sample Date 7.7 Tons 1 07-22.04 'Manure 360 196 493 44 2 8 2 0
P Removal Rating 10 Ivao. Un nown I BALANCE 0 196 493 441 2 81 2 0
NOTE: Symbol*means user entered data.
- 414021 Database Version 3.1 Date Printed: 2 9 2010 hMR Page Page 6 of 7

Nutrient Management Recommendations Test
YEAR 2 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 Field 6611 F1 Req'd Nutrients 149 0 0 0 0 0 0 0
Acres I App.Period 14.10 4 1-9 15 Supplied B,,
CROP Soybeans,Manured, Starter 0 01 0 01 0 0i 0 10
Double Crop Commercial Fart. 0 0 0 0 0 0 0 0
Soil Series Noboco Residual 0 0 0 0 0 0 0 U
RYE I Sample Date 38 bu. 02.08-10 Manure 149 81 204 18 1 3 1 0
P Removal I Rating 301bs,ac. Unknown B.ALANCBtl
0 81 204 18 1 3 1 0
Tract Field 6611 F2 Req'd Nutrients49 0 0 0 0 0 0 0
Acres App.Period 2.50 4 1-9 15 Supplied By
CROP Soybeans,Manured. Starter 0 0 0 U 0 0 0 0
Double Crop Commercial Fart. 0 0 0 0 0 0 0 0
Soil Series Noboco Residual 0 0 0 0 0 0 0 0
R)'E Sample Date 38 bu. 02.08-10 'Manure 149 81 204 18 1 3 1 0
PRemoval I Rating 30lbs,'ac. °nl<ntn%ll BALANCE 0 81 204 18 1 3 1 0
Tract Field 6611 F3 Req'd Nutrients 149 0 0 0 0 0 0 0
Acres App.Period 1.30 4 1-9 15 Supplied By:
CROP Soybeans,Manured, Starter 0 0 0 0 0 0 0 0
Double Crop Commercial Fart. 0 0 0 0 0 0 0 0
Soil Series Noboco Residual 0 0 0 0 0 0 0 0
RFE sample Date 38 bu. 02-08-10 Manure 149 81 204 18 1 3 1 U
PRemoval Rating 301bs,ac. Unknown B.U.ILNCE U 81 204 18 1 3 1 0
Tract Field 6724 F2 Req'd Nutrients 149 0 0 0 0 0 0 0
Acres I App.Period 10.40 4:1-9i15 Supplied By:
CROP Soybeans,Manured, Starter 0 0 0 0 0 0 0 0
Double Crop Commercial Fort. 0 0 0 01 0 0 0 0
Soil Series Noboco Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 38 bu. 02-08-10 Manure 149 81 204 18 1 3 1 0
P Removal I Rating 30 lbslae. Unknown BALANCE 0 81 204 181 1 3 1 0
Tract Field 6725 1 Req'd\utrients 149 0 0 0 0 0 01 0
Acres I App.Period 10.10 4 1-9 15 Supplied By:
CROP Soybeans,Manured, Starter 0 0 0 0 0 0, 0 0
Double Crop Commercial Fort. 0 0 0 0 0 0 0 0
Soil Series Noboco Residual ot 0 0 0 0 0 0 0
R-xE Sample Date 38 bu. 02-08-10 Manure 149 81 204 18 1 3 1 0
P Removal Rating 30 lbsiac. 'nknowti BALANCE 0 81 204 18 1 3 1 0
NOTE; Symbol*means user entered data.
'14021 Database Version 3.1 Date Printed: 2 9 2010 NMR Page Page 7 of 7

1 y }
The Required Soil Test Values shown in the following 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. I hgh levels of zinc and copper can adverscly 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 multiplying the result by 0.85. By adding this quantity to the current soil index for copper or zinc,we can predict life of the site
for waste disposal.
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 sample. Application of lime
at recommended rates is necessary to maintain soil pl f in the optimum range for crop production
Required Soil Test Values
Lime Recom.
Tract Field Crop p11 (Ions/acre) Cu-1 copper Recommendalion !n-I Zinc Recommendation
6611 Fl Small(Train Cover 5.4 0.0 33 None 235 None
6611 Fl Corn,Grain 5.4 0.0 33 None 235 None
6611 FI Wheal,Grain 5.4 1 0.0 33 None 235 None
6611 FI Soybeans,Manured.Double CYop 5.4 0.0 33 None 235 None
6611 F2 Small Grain Cover 5.4 0.0 33 None 247 None
6011 F2 Corn,(Train 5.4 0.0 33 None 247 None
6611 F2 Meat,(Train 5.4 0.0 33 None 247 None
6611 F2 Suvbeans,h1anured.Double Crop 5.4 0.0 33 None 247 None
6611 F3 Small(Train Cover 5.2 0.0 35 None 256 None
6611 1-3 Corn,(Train 5.2 0.0 35 None 256 None
6611 173 Wheal,(Train 5.2 0.0 35 None 256 None
6611 F3 Soybeans,Manured,Double Crop 5.2 0.0 35 None 256 None
6724 F2 Small(Train Cover 5.2 0.0 33 None 239 None
6724 F2 Corn,Grain 5.2 0.0 33 None 239 None
6724 F2 Wheat,(Train 5.2 0.0 33 None 239 None
6724 F2 Soybeans,Manund.Double CYop 5.2 0.0 33 None 239 None
6725 1 Small(Train Cover- 5.4 0.0 34 None 249 None
6725 1 Corn.Grain 5.4 0.0 34 None 249 None
6725 1 wheat,Grain 5.4 0.0 34 None 249 None
6725 1 Soybeans.Manured.Double Crop 5.4 0.0 34 None 249 None
70870 PI Hybrid Berm./Res uegrass 0,S Pasture 6.6 0.0 58 None 66 one
70870 PIA Hybrid Bern1/Reseuegrass 018 Pasture 6.6 0.0 58 None 1 66 None
70870 P2 Hybrid Berm/Rescuegrass O/S Pasture 6.6 0.0 58 None 66 None
814021 Database Version 3.1 Date Printed: 02-09-2010 STV Page Page 1 of 2

Required Soil Test Values
LuneRecom. �m
Tract Field Crop pl i (tons/am) Cu-I Copper Recommendation 711-I 7kc Recommendation
70870 P3 HArid Berm./Rescuegms O/S Pasture 6.6 0.0 58 None 66 None
70870 P4 Hybrid Berm./Rescuegrass O/S Pasture 6.7 0.0 51 None 74 None
70870 PS I Hybrid Berm/Rescuegmss OIS Pasture 6.7 0.0 51 None 70 None
70870 P5A 11--brid Benu.IRescuegrass O/S Pasture 6.7 0.0 51 None 70 None
70870 P6 Hybrid Betm./Rescuegrass Ols Pasture 6.7 0.0 51 None 70 None
70870 P6A Hybrid Berm./R,scuegrassc OIS Pasture 6.7 0.0 51 None 70 None
---- --- -- - - - - — -- -- .. --..
814021 Database Version 3.1 Date Printed: 02-09-2010 STV Page Page 2 of 2

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge utilization
for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source_the number of
animals in the facility and the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out,this
material must be utilized for crop production and applied at agronomic rates. In most cases,the priority nutrient is nitrogen but
other nutrients including phosphorous,copper and zinc can also be limiting. Since nutrient levels are generally very high,
application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be used for sludge
application. If this is not possible,care should be taken not to load effluent application fields with high amounts of copper and zinc
so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes,phosphorous is a
concern. Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Mammum Maximum Sludge
Crop PA-N Rate Application Rate Millnnuin Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
SNyine Feeder-Finish Lagoon Sludge- Standard
Corn 120 bu 150 13.16 66.19 132.38 198.58
Hay 6 ton R.Y.E. 300 26.32 33.10 66.19 99.29
Soybean 40 bu 160 14.04 62.06 124.11 186.17
814021 Database Version 3.1 Date Printed: 02-09-2010 Sludge Page Page 1 of

r,
�- Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during operation
or land application.Any discharge of waste that reaches surface water is
prohibited.
2. There must be documentation in the design folder that the producer either owns
or has an agreement for use of adequate land on which to properly apply the
waste.If the producer does not own adequate land to properly dispose of the
waste, he/she shall provide evidence of an agreement with a landowner,who is
within a reasonable proximity, allowing him/her the use of the land for waste
application. It is the responsibility of the owner of the waste production facility to
secure an update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application, receiving
crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based upon soil type, available moisture, historical data,
climatic conditions,and level of management, unless there are regulations that
restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land eroding at more than 5 tons per acre per year but
less than 10 tons per acre per year provided grass filter strips are installed where
runoff leaves the field (see USDA,NRCS Field Office Technical Guide Standard
393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste application
Waste should not be applied when there is danger of drift from the land
application field.
6. When animal waste is to be applied on acres subject to flooding,waste will be soil
incorporated on conventionally tilled cropland.When waste is applied to
conservation tilled crops or grassland,the waste may be broadcast provided the
application does not occur during a season prone to flooding (see "Weather and
Climate in North Carolina" for guidance).
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.
814021 Database Version 3.1 Date Printed; 2/9/2010 Specification Pace 1

8. Animal waste shall not be applied to saturated soils, during rainfall events,or
when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that
the crop is not covered with waste to a depth that would inhibit growth.The
potential for salt damage from animal waste should also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring planted
crops on soils with a high potential for leaching.Waste/nutrient loading rates on
these soils should be held to a minimum and a suitable winter cover crop planted
to take up released nutrients.Waste shall not be applied more than 30 days prior
to planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied from
a lagoon that is a component of a swine farm shall be at least 50 feet from any
residential property boundary and canal.Animal waste, other than swine waste
from facilities sited on or after October 1, 1995, shall not be applied closer that
25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than
those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
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.
814021 Database Version 3.1 Date Printed: 2/9/2010 Specification Page 2

K
17. A protective cover of appropriate vegetation will be established on all disturbed
areas (lagoon embankments, berms,pipe runs, etc.). Areas shall be fenced,as
necessary, to protect the vegetation. Vegetation such as trees,shrubs, and other
woody species, etc., are limited to areas where considered appropriate. Lagoon
areas should be kept mowed and accessible. Berms and structures should be
inspected regularly for evidence of erosion, leakage,or discharge.
18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate
the possibility of an illegal discharge, pollution, and erosion.
19. Waste handling structures, piping,pumps, reels,etc., should be inspected on a
regular basis to prevent breakdowns, leaks, and spills. A regular maintenance
checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops
for direct human consumption. However,if animal waste is used on crops for
direct human consumption, it should only be applied pre-plant with no further
applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom elevations of
—. the temporary storage (pumping volume) of all waste treatment lagoons.
Pumping shall be managed to maintain the liquid level between the markers. A
marker will be required to mark the maximum storage volume for waste storage
ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the
rate-determining nutrient, unless other restrictions require waste to be applied
based on other nutrients, resulting in a lower application rate than a nitrogen
based rate. Zinc and copper levels in the soils shall be monitored and alternative
crop sites shall be used when these metals approach excessive levels. pH shall be
adjusted and maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste application
records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five(5)
years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
814021 Database Version 3.1 Date Printed: 2/9/2010 Specification Page 3

T5811
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T6725
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EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGEMNET SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [phone]
COOPERATIVE EXTERSION SERVICE (CES) [phone]
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 you 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
to ke.
1 . Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo.
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 flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include-
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. incorporate waste to reduce.runoff.
d. Evaluate and eliminate the reason(s) that 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 flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks-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 lagoon
bottom as soon as possible.
1

2. Assess the extent of the spill and note any obvious damages.
a.' Did,the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage 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: 919-733-3942. 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 sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and 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 you
problem to them and ask the person to contact the proper agencies for you.
3
�-° 5. Contact the contractor of your choice to begin repair or problem to minimize off-
site damage.
a. Contractors Name:
b. Contractors Address: 1b13 tic- g.,,, qI pi,1k
c. Contractors Phone: Gila - Aip- 3P.?g
6. Contact the technical specialist who certified the lagoon (NRCS; Consulting
Engineer, etc.)
a. Name: A.a �►' Fay ,,
b. Phone: o
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

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

OPERATION & MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and'
wet periods.
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is 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
irrigate 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 fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes---look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

Lagoon surface---look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment---look for:
1. settlement, cracking, or "jug" holes
2. side slope stability---slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of 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 or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry.all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solution's, 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 inflow 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 occour 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.

c� , o .
Practice water conservation---minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Management:
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (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 tc the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that 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:

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

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

IF
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.

Q
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor , Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of`solids ush system is designed and operated
sufficiently to remove accumulated
soilds from gutters as designed.
(4-ftmove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids ( aintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30%of surface.
Excessive Vegetative Decaying vegetation ( aintain vegetative control along banks of
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 Accumulations of feed residues (I Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes () Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e.inspect for and remove or break up accumulated
solids as needed).
51
AMIC--November 11, 1996 1

Dry Manure Handling Accumulations of animal wastes ()Remove spillage on a routine basis (e.g.7-10 day
Systems interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal. '
() Provide for adequate drainage around manure stockpiles.
() Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked (pertain to this operation. The landowner/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.
el-)
(Landowner Signature)
Glade- Aidqt --ov 2-- _
Farm Name)
31 _U I—
(Facility Number)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27696-7613.
AMIC--November 11, 1996

p,
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production ( egetative or wooded buffers;
(Recommended best management
(;��ppractices;
Good judgment and common sense
Animal body surfaces Dirty manure-covered animals (4- Wry floors
Floor surfaces Wet manure-covered floors ()Slotted floors;
()Waterers located over slotted floors;
(-Yfeeders at high end of solid floors,
(-►Scrape manure buildup from floors;.
() Underfloor ventilation for drying
Manure collection pits Urine ( ,-requent manure removal by flush,pit
recharge,or scrape
Parital micorbial decomposition () Underfloor ventilation
Ventilation exhaust fans Volatile gases; ( an maintenance;
Dust (4tfficient air movement
Indoor surfaces Dust (4*Washdown between groups of animals
() Feed additives;
() Feeder covers;
() Feed delivery downspout extenders to
feeder covers
Mush tanks Agitation of recycled lagoon () Flush tank covers
liquid whiles tanks are filling () Extend fill lines to near bottom of
tanks with anti-siphon vents
Flush alleys Agitation during wastewater () Underfloor flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon () Extend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
Lift stations Agitation during sump tank filling ()Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater () Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater cxtend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions (.),,Proper lagoon liquid capacity
Biological mixing (J.-dorrect lagoon startup procedures.
Agitation (+M�inimum surface area-to-volume ratio
(1 inimum agitation when pumping
() Mechanical aeration
()Proven biological additives
Irrigation sprinkler nozzles High pressure agitation HIrrigate on dry days with little or no wind
Wind draft (P Ainimum recommended operation pressure
()Pump intake near lagoon liquid surface
() Pump from second-stage lagoon
F.MOC--November 11, 1996

a c
Storage tank or basin Partial microbial decomposition () Bottom or midlevel loading
surface Mixing while filling ()Tank covers
Agitation when emptying () Basin surface mats of solids
() Proven biological additives or.oxidants
Settling basin surface Partial micobial decomposition () Extend drainpipe outlets underneath liquid
Mixing while filling _ level .
Agitation when emptying () Remove settled solids regularly
Manure,slurry or sludge Agitation when spreading ( Soil injection of slurry/sludges
spreader outlets Volatile gas emissions (-Mash residual manure from spreader after use
() Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying (> ;oil infection of slurry/sludges
or sludge on field surfaces (+,Soil incorporation within 48 hours
R'Spread in thin uniform layers for rapid drying
(I Proven biological additives or oxidants
Dead animals Carcass decomposition (,)groper disposition of carcasses
Dead animal disposal Carcass decomposition {) Complete covering of carcasses in burial pits
pits () Proper location/construction of disposal pits
Incinerators Incomplete combustion {) Secondary stack burners
Standing water around improper drainage { Grade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads (.Farm access road maintenance
)ads from farm access
Additional Information: Available From:
Swine Manure Management;0200 Rule/BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management: Pit Recharge--Lagoon Treatment; EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment;EBAE 129-88 NCSU-BAE
Lagoon Desig and Management for Livestock-Manure Treatment and Storage;EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings;PIH-33 NCSU-Swine Extension
Environmental Assuranc Program: NPPC Manual NC Pork Produces Assoc
Options for Managing Odor;a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies;PRO107, 1995 Conference Proceedings Florida Cooperative Extension
The issues checked (") pertain to this operation. The landownerrntegrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
A.4
(Landowner Signature)
AMOC--November 11, 1996 / ���

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

Operator: Danny Whaley County: Duplin Date: 06/11/92
Distance to nearest residence (cther than owner) : 1400. 0 _feet
1. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish ) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
3520 head (finishing only) x 135 lbs. - 475200 lbs"
sL'I sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (L-SLW ) = 475200 lbs
a
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 475200 lbs. SSLW x Treatment Volun;e(cF) /lb. SSLW
Treatment Volume(CF)/lb. SSLW= al. CF/lb. SSLW
Volume = 475200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet Not computed at landowner 's request
4. TOTAL DESIGN VOLUME Sludge will be removed as needed.
Inside top length 370. 0 feet ; Inside top width f8'0. 0 feet
Top of dike at elevation 54. 0 feet
Freeboard 1. 0 feet ; Side slopes 3. 0 1 (Inside lagoon)
Total design lagaon' liquid level at elevation 53. 0 feet
Bottom of lagoon elevation 44. 0 feet
Seasonal high waster table elevation 47. 0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3. 0 3. 0 3. 0 3. 0 364. 0 274. 0 9. 0
AREA OF TOP
LENGTH * WIDTH =
364. 0 274. 0 99736. 0 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
310. 0 220. 0 68200. 0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
337. 0 247. 0 332956. 0 (AREA OF MIDSECTION 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
99736. 0 332956. 0 68200. 0 1. 5
vnT,HmF. nF T.Af;nnN AT TnTAT T)FgTrM T TQJ1TTI T FVRT = 7c�1 '7'7A rll. PT.

e L
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
370. 0 280. 0 103600. 0 square feet
Buildings (roof and lot water )
Length * Width =
0. 0 0. 0 0. 0 square feet '
TOTAL DA 103600. 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0. 00136
Volume = 475200 Lbs. SSLW * CF of Waste/Lb. /Day * 160 days
Volume = 116047 cubic feet
5B. Volume of wash water
This is the amount of fresh eater used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day * 180 days storage/7. 48 gallons
Volume = 0. 0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7. 0 inches
Volume = 7. 0 in * DA / 12 inches per foot
Volume = 60433. 3 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7. 5 inches / 12 inches per foot * DA
Volume = 64750. 0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 116047 cubic feet
513. 0 cubic feet
5C. 60433 cubic feet
5D. 64750 cubic feet
TOTAL. 241230 cubic feet
6. SUMMARY
Total required volume 716430 cubic feet
Total design volume avail. 751338 cubic feet
et Min. req. treatment volume plus sludge accumulation 475200 cubic fe
At elev. 50. 1 feet ; Volume is 477908 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 686588 cubic feet
At elev. 52. 3 feet ; Volume is 682457 cubic feet (start pumping)
Seasonal high water table elevation -/47. 0 feet
7. DESIGNED BY: a '� JOSC r APPROVED BY:
DATE: S '�.b1 Z DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

--- - 7�"
Operator:DANNY WHALEY County: DUPLIN Date: 10/21/93
Distance to nearest residence (other than owner) : 1400 . 0 feet
1. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs. - 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
1760 head (finishing only) x 135 lbs. = 237600 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0- head (wean to feeder) x 30 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 237600 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 237600 lbs. SSLW x Treatment Volume(CF) /lb. SSLW
Treatment Volume(CF) /lb. SSLW= 1 CF/lb. SSLW
Volume = 237600 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet o `�L
4. TOTAL DESIGN VOLUME Si,_.-41, fps ram,, b. eJQ E-Z
Inside top length 290. 0 feet ; Inside top width 190. 0 feet
Top of dike at elevation 49 . 3 feet
Freeboard 1. 0 feet ; Side slopes 3 . 0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 48 . 3 feet
Bottom of lagoon elevation 3P .3 feet
Seasonal high water table elevation 43. 1 feet
Total design volume using prismoidal formula
SS/ENDI SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3. 0 3 . 0 3 .0 284. 0 184 .0 9. 00
AREA OF TOP
LENGTH * WIDTH =
284.0 18T.0 52256 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
230.0 130. 0 29900 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
257.0 157. 0 161396 (AREA OF MIDSECTION * 4)
CU. FT. = XAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMi7 * DEPTH/6
52256. 0 161396 .0 29900. 0 1.
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 365328 CU. FT.

9
5 . TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
290. 0 190. 0 55100. 0 square feet
Buildings (roof and lot water)
Length * Width =
0. 0 0. 0 0. 0 square feet
TOTAL DA 55100. 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0. 00136
Volume = 237600 Lbs. SSLW * CF of Waste/Lb. /Day * 180 days
Volume = 58164 cubic feet
3. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculat
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day * 180 days storage/7.48 gallons
Volume = 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall = 7. 0 inches
Volume = 7.0 in * DA / 12 inches per foot
-Volume = 32141.7 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7 .5 inches / 12 inches per foot * DA
Volume = 34437.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 58164 cubic feet
5B. 0 cubic feet
5C. 32142 cubic feet
5D. 34438 cubic feet
TOTAL 124744 cubic feet
6. SUMMARY
Total required volume 362344 cubic feet
Total design volume avail. 365328 cubic feet
Min. req. treatment volume plus sludge accumulation 237600 cubic f
At elev. 45.7 feet ; Volume is 237839 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 330891 cubic feet
At elev. 47.6 feet ; Volume is 326921 cubic feet (start pumping
Seasonal high water t ble elevation 43 . 1 feet
:,
7. DESIGNED BY: APPROVED BY: `�'1�� S
DATE: DATE:
SCS DOES NOT CERTIFY
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN THAT EXCAVATION AND
FILL VOLUMES ARE
COMMENTS: CORRECT