240075_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farr Number: 24-0075 Certificate Of Coverage Number: AWS240075
2. Facility Name: Circle E Farms I&II
3. Landowner's Name(same as on the Waste Management Plan): Keith'Pnaor
4. Landowner's Mailing Address: 598 Irvin Enzor Rd N
City: Fair Bluff State: NC Zip: 28439
Telephone Number: 910-649-6147 Ext. E-mail:
5. Facility's Physical Address: 1025 Irvin Enzor Rd N
City: Fair Bluff State: NC Zip: 28439
6. County where Facility is located: Columbus
7. Farm Manager's Name(if different from Landowner):
g, Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write'None"): MurphN-Brown LLC
10. Operator Name(OIC): Keith Enzor Phone No.: 910-207-1119 OIC#: 16937
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-Wean to Feeder 6,400
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

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1 a 8,2 3 S v 19.50
2 [ 19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed bi the owner and a certified technical suecialist-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
£ The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation ('design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, 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: _ RI 4 � � r Title: (9
Signature: —1 Date: 67
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:2019Pe rm [e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

ROY COOPER J E 2Q�9
Governor
MICHAEL S.REGAN
Secretary (n�Y.iJ a
TJ�
LINDA CULPEPPER NORTH CAROLINA 5e'erg-w_ �44
b,''reaor Environmental Quality ^'� '
February 27,2019
Keith Enzor
Circle E Farms I&II
598 Irvin Enzor Rd N
Fair Bluff,NC 28439
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
at htips:fdeq.nc.gov/abouVdivisions/water-resources/wajgr�quality-re iog pal-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In order to assure your continued coverage under the State Non-Discharae General Permitsyou must submit lication for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facilit• Currently Covered b� an
Expiring State Non-Discharge General Permit." The application form must be complete& signed and returned by April 3. 2019.
Please note that You must include one (1) cony of the Certified Animal Waste Management Plan tCAWMPL .yvith the
completed and sinned application arm. A list of items included in the CAWMP can be found on pate 2 of the renewal
lication form.
Failure to request renewal of your coverage under a general permit within the Mtime period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Wilminz€on Regional Office,Water Quality Regional Operations Section
Columbus County Soil and Water Conservation District
AFOG Section Central Files-AWS240075
MuMhv-Brown LLC
� N�K3tCsra3raDeper:;�^tofEnvt•cr.roeata-�-.raiy � Pius°araofN.'a:erReaaar�a
51i 14.Sa 2sbu:_v St.11WE Me Se_Vce Getter I Ra=a;a,M rt:;Ca-ol as 276E r-1836

Nutrient Management Plan For Animal Waste Utilization
02-18-2011
This plan has been'Prep$r6d for..
Circle EFas-ms
This P.plan has been,developed' by
Elmer Keith Enaor Kenneth-X Waddell
=S98lrvin E - ddell
razor Road Pr.ivate Developer
Fair Bluff j;'NC 28439 S1S East First
910-649-6147 Ckal ur , NC 2843.1
91 S 734
TYPO of Plan: Nutrienum,.n$ r Signature
eta
ve
g ent th Manure -
Owner/A' fanager/producer
I(we)enders �reemerat
Land and agree to the s
Procedures established • Pecifications and the operation and maintenance
waste utilization m this nutrientmanagementplao which includes
Plan for the.farm a � ante
Required Speeifications concernin named`above.I have read cad as`animal
this Pam• g animal waste management thad utnderstand the
are included with
Signature(owner)
Signature.(m er or producer) ! 1?3
This plan meets the minim Date
Agriculture-Natural am standards and specifications
adopter ral Resources of the U.S.
by the Soil and sere' Lion Service or Department of
Water o servat! Co the standard of
Commission.
practices
Plan Approved By:
Specialist Signer
Date
106794 Database Ve
rsion 3,1 - -- -
DateFr ted: 02-18-2011 �~�---- -_
Cover page 1

this plan will be supplied fromNutrients applied in accordance with the
following source(s):
Commercial Fertilizer is not included in this Plan-
gal ear by a 6,400 animal
,,on Liquid waste gents 1,222,400 g Y
SS Swine Nwrsery'Lag operation.This production facility has waste storage
Swine Nursery_Lagoon Liquid
atel 180 days. en Generated per Year
capacities of a proms
Estimated Pounds of Plant Available Nit 5
Broadcast 4835
Inc 5325
Injected 3060
PAN Surplus/ Actual Volume Volume Surplus/
Irrigated
ActualPAN (Gallons)
Deficit(Gallons)
Max. Avail. Deficit(Ibs) Applied(
PAN(lbs)* Applied(lbs) 39869,313 -2,646,913
' 9222 -6,16� 2,605,533
3,060 9087
Year 1 3,06Q -6,027 3,827,933
Year 2 a
enerated 643,200 gals in a 15 year(s)period byS6 Swine Nursery Lagoon Sludge waste g operation.
6,400 animal Swine Nurse La oon Slud
Estimated pounds of Plant Available Nitrogen Generated
7326
Broadcast 9729
Incorporated 9352
Injected 6858 Volume Surplus/
Irrigated Actual PAN PAN Surplus! Actual Volume Deficit{Gallons)
lviax.Avail. Deficit(lbs) Applied(Goy) 643,200
PAN(lbs)* Applied(lbs) 0 .
0 9,352 {43,200
Year 1 9,352 9,352 0
Year 2
9,352 0
user defined source. identified in the plan for this source.
In source ID,S means standard source,U means application methods).
Note: is, on the basis of the actual PP Source Page 1 of 1
#Max.Available PAN Date printed: 02-18-2011
106794 Database Version 3.1

f
-",e table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
'.d estimates are also provided for each crop,as well as the crop's P205 Removal Rate. The.Leaching Index(LID
the.Phosphorous Loss Assessment Tool(PLAT)Rating are also provided for each field,where available.
V.
If a'field's PLAT Rating is Hight any planned manure application is limited to the phosphorous removal rate of the
harvested plant biomass.forthe crop rotation or multiple years in the crop sequence. Field's with a Very High PLAT
Rating should receive no additional applications of manure. .Regardless of the PLAT ratin& starter•fertilizers maybe
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 ifthe field's.PLAT rating is High or Very High.
Planned Crops Summary
Total Useable Plat P205
Tract .Field Acres Acres Rating Soil Series CropSe uence RYE 'Removal Applied
4 pbs/aaej pbsJaae)
182 Pl A17 4.17 Unknown NIA Norfolk Wheat Grain 60 bu 30 N/A
Soybeans,Manured,Double Crop 35 bjL28 N/A
Corn,Grain 115 bu. 51 N/A
182 P12 2.52 2.52 Unknown` N/A] Foneston Wheat,Grain 55 bu. 29 N/A
Soybeans,Manumd,Double Crop 34 bu 27 N/A
Corn,Grain 120 bu 53 N/A
182 P13 2.41 14A Unknown N'/A Foreston Wheat,Grain 55 IbL 29 MA
S ,Manured,Double Crop 34 bu. 27 NIA
Corn,Grain 120 bu. 53 N/A
,.::.... 28 NJA
1 P1.82 4 2.6s 2.08 Unknown 91.k 'Foreston Wheat Gram 55 bu.
Soybeans,Manured,Double Crop 34 bu. NIA
Corn,Grain 120 bu. 53 NIA
182 P15 3.1 '3.13 Unknown N/A Foreston Coin,Grain 12
0 bu 53 NJA
Wheat Grain 55-btL 28 N/A
Soybeans,Manured,Double Crop 34 b 27 N/A
192 P2 3AI 3.41 Unknown N/A Norfolk Wheat Grain 60 biL 3- N/A
Soybeans,Manured,Double Crop 35 bu. 28 N/A
Corn,Grain 115 bu451 N/A
194 10 3.00 3.00 Unknown NIA Foreston Com,Grain 120 bu. 53 N/A
Wheat Grain 55bjL28 N/A
Soybeans,Manured,Double Crop 34 bu, 27 NIA
184 8A 4.58 4.581 Unknown NIA Norfolk Corn,Grain 115 bu 51 N/A
Wheat Grain 60 bu. 30 WA
Soybeans,Manured,Double Crop 35 bu 28 N/A
[794 9A 3.83 3.83 Unknown N/A Norfolk Com,Grain 115 bu. 51 N/A
Wheat Grain 60 bu 30 NIA
Soybeans,Manured,Double Crop 35 bu. 28 NJA
106794 Database Version 3.1 Date Printed 2/18/2011
PCs Page I of 3
NOTE: Symbol*means user entered data.

-%nned Crops Summary
Total Useable plat P205
Rernor114
Field Acres Acres Ratio abs/a al Applied
g Ll Soil Series Crop Sequence RYE pbs/aae) pbs/aae)
PH 1.8 1.87 Unknown N/A Foreston C Grain , 120 b 53 N/A
Wheat Crain 55 bu. 28 NIA
Soybeans,Manured,Double Crop34 bu. 27 N/A
P6 3.2 3.27 Unknown N/A Norfolk Com,Grain 115 bu. 51 N/A
Wheat Grain 60 bu. 30 N/A
Soybeans,Manured,Double Crop 35 bu. 28 NIA
184 P7 3.91 3.91 Unknown N/A Norfolk Corn,Grain 115 bu. 51 N/A
Wheat Grain 60 bu. 30 NIA
So ,Manured,Double Crop 35 bu. 28. :N/A
185 P3 2.24 2.24 Unknown N/A Norfolk Wheat Grain 60 bu. 30 NIA
Soybeans,Manned,Double Crop 35 ba 28 NIA
Corn,Grain 115 bu. 51 NIA
185 1 P4 2:6 2.61 Unknown N/A Norfolk Wheat,Grain 60 bu. 30 NIA
soybeans,Manured,Double Crop 35 bu. 28 N/A
Corn,Grain 115 bu. 5.1 NIA
185 PS 2. 2;64 Unknown N/A Norfolk Wheat;Grain. 60 bu 30 N/A
Soybeans,Manured;Double Crop 35 bu. 28 N/A
Corn,Grain 115 bu. 51 NIA
185 P813 2.43 2.43 Unknown N/A Norfolk Wheat Grain 60 bu.1 30 N/A
Soybeans,Manured,Double Crop 35 bu. 28 NIA
Corn,Grain 115 bu. 51 .NIA
185 P9B 1.16 1.16 Unknown N/A Norfolk Wheat Grain 60 bu. 30 N/A
Sgbeans,Manured,Double Crop 35 bu. ! 28 NIA
Corn,Grain 115 bu 51 NIA
PLAN TOTALS: 49.38 49.38
106794 Database Version 3.1 Date Printed 2/18/2011
PCs Page 2 of 3
NOTE: Symbol*means user entered data..

LI Potential iyeachm ;, Technical Guidance:
-� c Z ow potential to contribute to sohilile None
nutrient leaching below the root zone.
>=2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<—IO soluble nutrient leaching below the
t zone.
High potential to contribute to-soluble Nutrient Management(590)should be planned Other conservation practices that improve
nutrient leaching below the root zone the soils available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Term No-Tilt(7y0),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
PLAT'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 only
APR 0 2 2019
106794 Database Version 3.1 Date Printed 2/18l20l l
PCS Page 3 of 3
NOTE: Symbol*means user entered data.

The%...c Utilization table shown below summarizes the waste utilization l,..ui for this operation. This plan provides an estimate of the number -acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Canm Res. Manure Liquid Solid Liquid Solid
PA Fert. bs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient. Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (tbs/A) Obs/A)
Source Total Use. APpBc. Applid 1000
Tract Field ID Soil Series Acres I Acres Crop RYE Period N N N Method N gal/A Tons 1000 gels , tons
182 Pi SS Norfblk 4.17 4.17 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 brig. 75 29.96 0.00 124.93 0.00
182 Pi SS Norfolk 4.17 4.17 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 1 0 Irrig. 137 54.72 0,00 228.20 0.00
182 P12 S5 Foreston 2.52 2.52 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 brig;% 69 27.56 0.00 69.45 0.0
182 P12 S5 Foreston 2.52 2.52 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 brig, 133 53.13 0.00 133.88 0.00
192 P13 S5 Foreston 2.47 2.47 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 69 27.56 0.00 68.09 0.00
182 P13 SS Foreston 2.47 2,47 Soybeans,Manured,Double Crop 34 bu. 411-9/15 133 0 0 1mg, 133 53.13 0.00 131.22 0.0
182 P14 SS Foreston 2.08 2.09 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 brig;_ 69 27.56 0.00 57.33 0.00
182 P14 SS Foreston 2.08 2.08 Soybeans,Manured,Double Crop 34 bu. 4/1-9/I5 133 0 0 Irrig; 133 53.13 0.00 110.50 0.0
182 PIS S5 Foreston 3.13 3.13 Com,Grain 120 bu. 2/15-6/30 137' 0 20 Broad. 117 50.80 0.00 159.001. 0.0
182 PIS S5 Foreston 3.13 3.13 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 1 Broad. 46 19.97 0.00 62.51 0.0
182 P2 SS orfolk 3.41 3.41 Wheat,Grain 60 bu. 9/1-4/30 125 .0 0 Broad. 75 32.56 0.00 111.04 0.00
182 P2 SS orfolk 3.41 3.41 ISoybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Broad, 137 59.48 0.0 202.83 0.00
184 10 SS IForeston 3.00 3.00 Corn,Grain 120 bu. 2115-6/30 137 0. 0 Irrig. 137 54.72 0.00 164.17 0.0
184 10 SS Foreston 3.00 3.00 Wheat,Grain 55 bu. 9/14/30 115 0 0 brig. 46 18.37 0.00 55.12 0.00
184 8A SS Norfolk 4.58 4.58 Corn,Grain 115 bu. 2/15-6/30 131 0 20 Broad. 111 48.19 0.00 220.73 0.00
184 8A S5 Norfolk 4.58 4.58 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Broad. 50 21.71 0.0 99.43, 0.00
106794 Database Version 3.1 Date Printed:2/18/2011 WUT Page I of 4

Waste M 1 .Table ar 1
itrogen Comm Res. Manure Liquid Solid Lied Solid
PA Fort. !bs/A) PA ManumA Manure Manure htanure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
RegU Applied Applied (acre) (acre) (Field) (Field)
Ob./A)Source Total use. APp6a (Ibs/A) pbs/A) Apptic. 1000
Tract Field 1D Soil Series Acres Acres Crop RYE Period N N N Metbod N gal/A Tons 1000 gals tons
184 9A S5 Norfolk 3.83 3.83 Com,Grain 115 bu. 2/15-6/30 131 0 20 Broad. 111 48.19 O.00 184.58 0,00
184 9A S5 Norfolk 3.83 3.83 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Broad. 50 21.71 0.00 83.14 0.00
184 PH S5 Foreston 1.87 1.87 Corn,Grain 120 bu. 2/15-6/30 137 0 0 brig. 137 54.72 0.00 102.33 0.00
184 P6 SS orfolk 3.27 3.27 Corn,Grain 115 bu. 2/15-6/30 131 0 20 Broad. 49.19 0.00 157.59 0.0
184 P6 SS Norfolk 3.27 3.27 Wheat,Grain 60 bu. 911-4/30 125 0 0 Broad. 50 21.71 0.00 70.99 0.4
184 P7 SS Norfolk 3.91 3.91 Corn,Grain 115 bu. 2/15-6/30 131 0 20 Broad. 111 48.19 0.00. 188.44 0.00
184 P7 SS NOrfiDlk 3.91 3.91 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Broad. 50 21.71 0.00 84.88 0.0
185 P3 S5 Norfolk 2.24 2.24 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Broad. 75 32.56 0.00 72.94 0.0
185 P3 S5 Norfolk 2.24 2.24 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Broad. 137 59.48 .0.00 133.24 0.0
195 P4 SS Norfolk 2.67 2.67 Wheat,Grain 60 bu. 9/14/30 125 0 0 Broad. 75 32.56 0.00 86.94 0.0
185 P4 SS orfolk 2.67 2.67 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Broad, 137 59.48 0.00 158.82 0,00
185 P5 SS Norfolk 2.64 2.64 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Broad. 75 32.56 0.00 85.97 0.00
185 P5 SS Norfolk 2.64 2.64 Soybeans,Manured,Double Crop 35 bu. 4/1.9/15 137 0 0 Broad. 137 59.48 0.00 157.03 0.00
185 P8B SS Porfblk 2.43 2.43 Wheat,Grain 60 bu. 9/1 4/30 125 0 0 Irrig. 75 29.96 0.00 72.90 0.00
185 P8B S5 Norfolk 2.43 2.43 Soybeans,Manured,Double Crop 35 bu. 4/19115 137 0 0 Irrig. 137 54.72 0.00 132.98 0.0
185 P9B SS Norfolk 1.16 1.16 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 brig. 75 29.96 0.00 34.75 0.0
185 P9B S5 Norfolk =1.161.16ISoybemis,Manured,Double Crop 35 bu. 4/1.9/15 137 0 0 Tlrrig. 137 54.72 0.0 63.48 0.00
Total Applied,1000 gallons 3,869.31',7 Ss ':
3s
Total Produced,1000 gallons 1,222.40 . k}
Balance,1000 gallons -2,646.91
Total Applied,tons 0.00
Total Produced,tons 0.001
Balance,tons;: ,•.: 0.00
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
106794 Database Version 3.1 Date Printed:2/18/2011 WUT Page 2 of 4

Waste UA j Table ;ar 2 }
`-irogen Comm Res. Manure Liquid Solid.. L'iipuu Solid
PA Fort. (lbs/A) PA ManureA Menuie Mann: waanure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
� (IbslA) bs/A) ¢bs/A)
1000
Applic. Applic
Source � Total Use.Tract Field D Soil Series Acres N Acres Crop' RYE Period N N N Method gqj/A Tons 10.00 gals tons
182 P1 SS orfolk 4.17 4.17 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 50 19.97 0.00 83.28 0.00
182 PI S5 orfolk 4.17 4.17 Corn,Grain 115 bu. 2115-650 131 1 0 20 1 Irrig. 111 44.34 0.001 184.991 0.0
192 P12 S5 Foreston ,2.52 2.52 Wheat,Grain 55.bu.; ._9/1-4/30 115 1 0. 0 Irrig. 46 18.37 .0.00 46.30 0.00
182 P12 SS Foreston 2,52 2.52 Corn,Grain 120 bu. 2115-6/30 137 1 0 20 Irrig. ff7 46.74 0.00 11777 0.00
182 P13 SS Foreston 2.47 2.47 Wheat,Grain 55 bu. 9/14/30 Its 0 0 brig. 46 18.37 0.00 45.39 0.00
192 P13 S5 Foreston 2.47 2.47 Corn,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. •117 46.74 00 115.41 0.0
182 P14 SS Foxeston _ 2.08 2.09 Wheat,twain 55 bu. 9/14/30 115 0 0 brig. 46. 18:37 0.00 38.22 0.0
182 P14 95 Foreston 2.081 2.09 Corn,Grain 120 bu. 2/15-6/30 137 .0 20..... Inig.,,` 11?a 46.74 0.0 97.21 0.00
182 PIS $S Foreston 3.13 3.13 Wheat;Grain 55 bu. 9/1430 115 0 0 Broad: 69 29.% 0.00 93.77 0.0
181 P15 SS Foreston 3.13 3.13 Soybeans,Manured,Double Crop 34 bu... 4/1-9/15 133. 0 0 Broad. 133 57.75 0.00 190.74 0.0
181 'P2" ; SS Norfolk 3.41 3.41 Wheat,Grain 60 bu. 9114/30 .125 0 0 Broad. 51 21.71 0.0 74-63 0.00
lk P2... S5 rfolk 141 3.41 Corn,Grain 115 bu: 2115-6/30 131 0 20 Broad:. 111 48.19 0.00 164.34 0:0
184 10 95 Foreston `3.00 3.00 Wheat,Grain 55 bu. 9/1-4/30' 1.15 0 0 brig..` 69 27.561 0.00 82.68 0.0
184 10 85 Foreston 3.00 3.00 Soybeans,Manured,Double-Crop 34 bu. 4/1-9/15:. 133 0 0 Mg 133 53.13 0.00 159.38 0.00
184 RA SS Norfolk 4.58 4.58 Wheat,Grain 60 bu. 911-4/30 125 0 0 Broad. 15 32.56 0.0 149.14 0.00
184 SA SS lNorfolk 4.58 4.58 Soybeans,Manured,Double Crop 35 bu. 411-9115 137 0 0 Broad. 137 59.48 0.00 272.43 0.0
184 4A 95. orfblk 3.83 3.83 Wheat,Grain 60 bu. 9/1-4/30 125 0, 0 Broad. 75 32.56 0.00 124.72 0.00
184 9A SSNorfolk 3.83 3.83 Soybeans,Manured,Double Crap 35 bu. 4/1-9115 137 0 0 1 Broad. I37 59.48 0.00 227.82 0.00
184 •Pl l S5. Foreston 1.87 1.87 Wheat,Grain 55 bu.. 9/1-4/36. 115 0 o Irrig._. 69 27.56 0.00 51.54 0.0
l84 Pit S5 Foreston 4.87 1.87 Soybeans,Manured;Double Crop 34 bu. 4/1-9/15. 133 0 0 Irrig. 133 53.13 O.Oq 99.35 0.0
184 1'6 SS Norfolk 3.27 3.17 Wheat,Grain 60 bu. 9/1-4/30 125; 0 0 Broad. 75 32.56 0.00 106.48 0.00
184 P6 SS Norfolk 3.27 3.17 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Broad. 137 59.48 0.00 194.51 0.0
106794 Database Version 3.1. Date Printed:2/18/2011 WUT Page 3 of 4

Waste t '� .t TAW � ear 2
itrogen Camrn Res, Manure Liquid Solid Liquid Solid
PA Fort. (Ibs/A) PA ManumA Mann: Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
j Req'd Applied Applied (acre) (acre) (Field) (Field)
I (Ibs/A) abs/A) (Ibs/A)
Source Tole) use. Applies Applic. 1000
Tract Field 1D Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
184 P7 SS Norfolk 3.91 3.91 Wheat,Grain 60 bu. 9/14/30 125 0 1 0 Broad.1 75 32.56 0. 127.32 0.0
184 P7 S5. Norfolk 591 3.91 Soybeans,Manured,Double Crop 35 bu. 411-9115 137 0 0.. Broad. 13 59A8 0.00 232.58 0.00
185 03 SS Norfblk. 2.24 2.24 Wheat,Grain 60 bu. 9/14130 125 0 0- Broad. 50 21.71 0.00 48.63 0.00
185 P3 SS orfolk 2.24 2.24 Com,Grain 115 bu.- 2/15-6/30 131 0 20 Broad. 111 49.19 0.00 107.95 0.0
185 P4 S5 rfolk 2.67 2.67 Wheat,Grain 60 bu. .9/14/30 125 0 0 Broad. 50 ` 2I.71 0.00 57.96 0.0
185 P4 S5, Norfolk. 2.67 -2.67 Coin,Grain 115 bu. 2/15-6/30 131 0 20 Broad. 11.11 48.19 0.00 128.68 0.00
185 05 SS Forfolk 2.64 2.64 Wheat,Grain 60 bu. 9/14/30 125 0- 0 Broad. 50 21.71 0.0 57.31 0.0
185 P3 95 Norfolk. 2.64 2,64 Coin,Grain 115 bu. 2/15-6/30. 131 0 20 Broad. 111 48.19 0.00 127.23 0.00
185: P&B 95 Norfolk 2.43 2.43 Wheat,Grain 60 bu. 911-4/30 125 0 0 Irdg. 50 19.97 0.00 49.53 0.0
185 PBB S5, Norfolk 2.43 2.43 Cum,Grain 115-bu. 2 IS-6130 131 0 20 brig. 111 44.34 0.00 107.74 0.00
185 1 P9B S5 kofolk 1.16 1.16 Wheat,Grain 60 bu. 9/14/30 .125 0 0 Irrig. 50 19.97 0.00 23.17 0.0
1:85 1 P9B SS orfolk 1.16 1.16 Com,Grain 115 bu. 2/15-6/30 131 0 20 Irrig. 11 444.34 0.00 51.43 0.00
Total Applied,1000 gallons 3,827.93
Total Produced,1000 gallons 1,122.4
Balatice,1000 gallons -2,605.53
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.0
Notes: 1. In the tract column, symbol means leased,.otherwise,owned. 2. Symbol*means user entered data.
106794 Database Version 3.-1 Date Printed:2/18/2011 WUT 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 system,you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that maybe applied to each field selected to
receive wastewater. It also lists the maximum application amountthat�each field may receive in any one application
event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series. (mcheAour) (inches)
182 P1 Norfolk 0.50 1.0
182 P12 Foreston 0.50 . .1.0
18Z 213 Foreston 0.50 1.0
182 P14 Foreston 0.56 1.0
184 10 Foreston 0.50 1.0
184 PI Foreston 0.50 1.0
185 P8B Norfolk 0.56 1.0
185 P9B Norfolk 0.50 1.0
1 f1F7Qd rlatahacp Varcinn Z 1 nate Printp.d?/1 R/7f111 TAP PaaP i of 1

- _ 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
byproducts 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
maybe.required to supply the recommended amounts.of nitrogen:
Nutrient Management Recommendations Test
YEAR il. N P205 K20 Mg Mn Zn Cu Lime
(lbs/A) (Ibs/A) (lbs/A) (lbs/A) (Ibs/A) (Ibs/A) (Ibs/A). (tons/A)
Tract Field 182 Pl Req'd Nutrients 125 0 - 0 0 0 0 0
Acres App.Period4.17 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 Norfolk Residual 01 0 0 0 01 6 0 0
RYE I Sample Date 60 bu. 03 27-09 Manure 125 68 171 15 1 3 1 0
F'Removal Rating 30 lbs/ac. Unknown BALANCE 0 68 171 15 1 3 1 0
-act Field 182 P12 Req'd Nutrients 115 0 0 0 0 0 0 0
aes App.Period 2.52 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 Foreston Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 55 bu. 03-27-09 Manure 115 63 157 14 1 3 1 0
P Removal Rating 28 lbs/ac. Unknown BALANCE 0 63 157 14 1 3 1 0
Tract I Field 182 P13 Re¢d Nutrients N 115 0 0 0 0 0 0 0
Acres App.Period 2.47 9/14130 Supplied By
CROP wheat,Grain Starter 0 0 0 0 0 0 0 0
CommercialFert. 0 0 0 0 0 0 0 0
Soil Series Foreston Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 55 bu 03-27-09 Manure 115 63 157 14 1 3 1 0
fP Removal Rating 28 lbs/ac. Unknown BALANCE 0 63 157 14 1 3 1 0
Tract Field 182 P14 Req'd Nutrients 115 0 0 0 0 0 0 0
tyres jApp.Period 2.08 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 roreston Residual 0 0 0 0 0 0 0 0
RYE Sample Date 55 bu. 03-27-09 Manure 115 63 157 14 1 3 1 0
Removal Rating 281bs/ac. nknown BALANCE 0 63 157 14 1 3 1 0
4 Database Version 3.1 Date Printed: 2/18/2011 NMR Page 1 of 12

Nutrient Management Recommendations Test
YA.R U N P205 K20 Mg Mn Zn Cu Lime
Obs1A) (Ibs/A) Obs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A)' (tous/A)
Tract Field 182 P2 Req'd Nutrients 125 0 0 0 0 '0 0 0
Acres jApp.Period 3.41 1 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 I Norfolk Residual 0 0 0 0 0 0 0 0
RYE,I Sample Date 60 bu. 03-21-09 Manure 1.25 74 18.6 17 1 , 3 11 0
Mval Rating 30 lbs/ac. nloiown BALANCE 0 74 186 17 1 3 1 0
Field 185 P3 Req'd Nutrients 125 0 0 0 0 0 0
App.Period 224 9114130 Supplied By:
CROP Wheat,Grain Starter 01 0 01 0 0 01 0 0
CommercialFert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 60 bu. 03 27-09 Manure 125 74 186 17 1 3 1 0
P Removal Rating 30 lbs/ac. nlmown BALANCE 0 74 186 17 1 3 1 0
Tract Field 195 P4 Req'd Nutrients 125 0 0 0 0 0 0 t
Acres jApp.Period 2.67 9/1430 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 Norfolk Residual 01 0 0 0 0 0 0 0
.E Sample Date 60 bu. 03 27-09 Manure 125 74 186 17 1 3 1 0
�Pft�movallftft 30 lbs/ac. Unknown BALANCE 0 74 186 17 1 3 1 -1
185 P5 Req'd Nutrients 125 0 0 0 0 0 0 1
Acres jApp.Period 2.64 9/1-4/30 Supplied By: r j
CROP Wheat,Grain Starter 01 0 0 w 0 0 .•0> 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
RYE Sample Date 60 bu. 03 27-09 Manure 125 74 186 17 1 31 1 0
P Removal I Rating 30 ibs/ac. Unknown BALANCE 0 74 196 17 1 31 1 71
Tract I Field 185 P8B Req'd Nutrients 125 0 40 0 0 0 0 0
Acres jApp.Period 2.43 9/1430 Supplied By: 3 ` _
CROP Wheat,Grain Starter .. '0 __ .0 .o :.,.0 0 0 0 0
Commercial Feat. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 01 0 0 0 0 01 0 0
RYE I Sample Date 60 bu 03 27-09 Manure 125 691 171 15 1 31 1 0
P Removal Rating 30 lbs/ac. nlmown BALANCE 01 681 1311 151 1 31 1 0
^ 794 Database Version 3.1 Date Printed: 2/18/2011 NAM Page 2 of 12

Nutrient Management Recommendations Test
YEAR 0 N P205 K20 Mg Mn Zn Cu Lime
(lbs/A). (%s/A) (lbs/A) (lbs/A) */A) (lbs/A) (On/A) (tons/A)
Tract Field 185 P9B Req'd Nutrients -125 0 40 0 0 0 0 0
Acres jApp.Period 116 911430 SuPPlied BY
: - -
`
CROP Wheal,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
1tYE I samPte Date 60 bu. 03 27-09 Manurc;j 1251 681 1711 15 11 31 1 0
11 Removal I Raging 3016s/ac. jUnknown I BALANCE 01 68 1311 151 11 31 11 0.
NOTE: Symbol*means user entered data.
794 Database Version 3.1 Date Printed: 2/18/2011 NMR Page 3 of 12

Nutrient Management Recommendations Test
N P205 K20 Mg Mn Zn Cu Lime..
YEAR 1
(1bs/A) (Ibs/A) (RWA) Obs/A) (1bs/A) (lbs/A) (1bs/A) (tons(A)
Tract- Field., 182 PI Req'd Nutrients 137 0 0 0 0 0
Acres jApp.Period 4.17 4/1-9115 Supplied By:
CROP Soybeans,'Mauured, Starker 01 0 0 0 U 0 :. . 0 0
Double Crop CommercialFert. 01 0 0 0 0 0 0
Soil Series Norfolk { Residual 0 0 0 0 0 0 0 0
RYE Sample Date 35 bu. 03-17-09 Manure 137 75 188 17 I 3 I ,0
PTE4
oval Rating 29 lbs/ac. Unknown BALANCE 0 75 188 17 I 3 1 0
' Field 182 P11' Req'd Nutrients 133 0 U 0 0 0 0 0
Acres App.Period. 2.52 4/1-0/15 Supplied By:
So Manured,': Starter 0 0 0 0 0 : . 0 ,0 0
. ...CROP Double
Crop Commercial Fert. 0 .0 .0 0 0 0 01 0
Soil Series Foreston Residual 0 "0 0 0 0 0 0
RYE I Sample Date 34 bu. 1 03 27-09 Manure 133 72 192 16 1 3 1 0
P Removal Rating 27 Ibs/ac. nkrwwn BALANCE _0 .72 182 16 1 3 1 0
Tract Field` ! 182 P13 Req'dNutrients
133 0 U 0 0 0 0 0
Acres p:Period 2.47 411A/15 Supplied Byt _
CROP:Soybeans,Manur4 Starter 0 "0 0 0 o A 0 0
Double Crop Commercial Fat. 0 0 0 0 0 0 0 0
Soil Series oreston Residual 0 0 0 0 0 0 0 0
e'YE Sample Date 34 bu 03-27-09 Manure 133 72 182 16 1 3 1 0
P Removal I Rating 271bs/ac. PnknOvin BALANCE 0 72 182 16 1 3 I 0
0
Trac# Field 182 P14 Req'dNuttients 133 Q 0 0
0 0
Acres App.Period 2.08 : 4/1A/15 Supplied By:
0 0 0 0 0 U
CROP Soybeans,'Manured, Starter 0 0
Double Crop Commercial Fes, 0 0 0 0 01 0 0 0
Soil Series roreston `Residual 0 0 .0 0 0 0 0
kYC Sample Date 34 bu. 03 27-09 Manure 133 72 182 16 1 3 1 0
P Removal -Rating 27 lbs/ac. Unknown BALANCE 0 72 " T82 16 1 3 1 0
Tract Field 187 P15 Req'd Nutrients
115 30 30 0 0 0 0 0
Acres App.Period -3.I3 9/1=4/30 Supplied By:
CROP Wheat,Grain Start
0 0 _ 0 0 0 0 0
Commercial Fart. 0 0 0 0 0 0 0 0
Soil Series Foreston Residual . 0 0 0 0 0 0 0 0
RYE I Sample Date 55 bu. 03 27-09 Manure 115 68 171, 15 1 3 i 0
P Removal Rating 281bs/ac. nknown BALANCE D 38 141 15 1 31 0
4794 Database Version 3.1 Date Printed: 2/18/2011
NMR Page 4 of 12

Nutrient Management Recommendations Test
YEAR j N P205 K20 Mg Mn Zn Cu .Lime`
Obs/A) abs/A).., (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (tons�A)
Tract Field 182 P15 Req'd Nutrients 137 30 .30 0 0 0 0 1
Acres App.Period 3.13 2/15-6/30 Supplied By: ` a ,
ti
CROP Corn,Grain..
Starter 0 0 0 0 • 0 0 0?, p
Commercial Fert. 0 0 0 0 .0 0 U
0
Soil Series oreston Residual 20 0 0 0 0 0 0 0
RYE I Sample bate 120 bu. 1 03 27-09 Manure 117 69 1741i6 1 3 i
IP Removal Rating 531bs/ac. nlmown 0
BALANCE „0 39 144 16 i 3, 1 -1
Tract I Field 182 p2
Req d Nutrients 137 0 .0 0 0 0
0. p.
Acres. App.Period 3.41 411-0115 Supplied By: . 777
$o beau , :;
CROP Y s Manured,: Starter o - w w.
p p o p :_o p p
Double Crop Commercial Fert. 0 0
0 0 0 -0 0 0
Soil Series Norfolk Residual o p 0 0 0 0 0 0
RYE I Sample Date 35 bu. p3 27-09 Manure 137 .81 204 18 1 3 1 .0
P Removal Rating 281bs/ac. nknown BALANCE._ 0 81 4041 181. 1 3
Tract Field 184 10 Req'd Nutrients 115 0 0 0 0 0 0 p
Acres App Period 3,0p 9/1-4/30 up
pIied 13y, x
CROP Wheat,.Grain _
Starter o 0 0 0 �0 : a 0 0
Commercial Fert. 0 0 0 0 0
Soil Series Foreston 0 0 0
Residual 0 0 0 .0 0 0 0 0
_R_YE Sample Date 55 bu. 02-19-09 Manure 115 63 I$7 14 1
3 L.• 0
�PReemaval Raling 2816s/ac: [lnicnowa 63 157 140 ract Field 1 184 Req'd Nutrients 137 0 0 0 0 0 0 0
AWN JAPP.Period 3.90 2/15-6/30 Supplied Br.
CROP Corn,Grain
Starter 0 0 0 0 0 0 p 0
Comroerpial Feat. 0 0 0 0 0 0 0 p
Soil Series Foreston Residual 0 0 0 0 0 0 0 0
RYE Sample Date 120 bu. 02-19709 Mangy 137 75 1$8 17 1 3 1 0
CE 0 75 188 17 1 3 1
P Removal Rating 53 lbs/ac: n4p" - $ptLAN -
.. 0
Tract Field 1114 8A Req'd Nutrielnts 125 0 0 0 p 0 0 p
°:nes App.Period 4.88 9/14/3,0 Supplied By:
CROP Wheat,,Grain Starter 0. 0 p 0 -
0 0 ..0
Commerda-1Fert., 0 0 0 0 0 0 0 p
Soil Series,Norfolk Residual 0 ,0 0 0 0 0 0 0
QYE I Sample Date 60 bu. 02-19-09 Mangy 125 74 186 17 i
. 31 1 p
''Removal I Rating 30 lbstac. almown BALANCE 0 74 1$6 17 1 31 1
0
6794 Database Version 3.1 Date Printed: 2/18/2011
1VMR Page 5 of 12

r
Nutrient Management Recommendations Test
Mn Zn Cu Lime
YEAR 1 (ib A) (1hs1A) ..(1bs/A) (Ihs/A) @WA) (IWA) *14) (tondA)
�Aj�
184 8A Req'd Nuinents
131 0 p 0
0
0
4.58 2/15-6/30 Supplied By.: = .
... Starter
0 p 0 0
CROP Corm,Grain 0 0
Commerc`lal Fert. 0 0 0 U 0 0
Residual 20 0 p 0 p 0 0 U
Soil Series Norfolk 1 0
111 66 161 15 I 3
RYE Sample Date. 115 bu. 02-10-09 Manure .I 0
P Reuaoval Rating 51 UW&. nlmown BALANCE ;: 0 66 165 IS I 3
0
T Field_ 184 9A Req'd Nutrients 131 0 U 0 0 0 =
Tract ...- xr x ��. '}"", a r_•tom3 '' �, 3'l° `'.,. .�1s? p
acres App.Period 3.83 2/15-6/30 Supplied By: _ „ : r_, .:_`° { ��
CROP
Starlet 0 0 .0 0 p 0 0 0
_Op Coln,Grain
0 0 p 0 0 o p
Commercial Fert. 0
. _Residual 20 0 ,0 0 0 0 .0 0
Soil Series o
11I 66 1'65 15 1 3 1
RYE Sample Date 115 bu. 02-19-09 Manure 1 0
P Removal Rating 51 lbslac. Unknown BALANCE
0 66 165 15 1 3
0 -0
. -125 0 0 0 0 0
Tract Field 184. 9A Ri4d Nutrients
Acres jApp.Period 3.83 9/1-4/30 supplied By 0 0
Wheat,Guerin 0 0 0 0 0
CROP Starter
0 0 .0 0 0 0 .0 0
Co�mercialFeit. •
Soil Series orkk Residual 0 0 0
0 .0 0 0 0
0
RYE Sample Date 60 bu. 02-19-09 Manure 125 74 186 17 I
I "
------
p Removal Rating 301bs/ag. nlm6wn BALANCE
0 74 186 17 1 3 1 0.
0 0
Tract Field 184 PH Wd Nutrients 115 0 0 0 Q
Acres jApp•Period 1.87 9/14130 Supplied By
0: o 0 0_::.. o...: 0 0
CROP wheat,Grain starter
Commercial Ferl. 0
0 0 0 0 0 0 0
Soil Series oreston Residual 0
0 0 0 0 ...0 0 0
. . .._ 157 T 1 0
RYE Sample Date '55 bu. 03 27-09. 115 63 T4 3 Manure .0
P Removal Rating 28 lbs/ac. Unlmovm BALANCE 0 63 1'57 14 1. 3 I
M
0 0 0 0 0 0 0
Tract Field 184 Pi l Rea d Nutrients , j
Acres App.Period 1.87 2115-00 Supplied By: x,x = �' -"' 0 0 U
0 •.: 0 0 0
CROP Corn,Gram Starter
Commercial Fert. 0 0 0 0 0 0 0
Residual 0 0 0 0 0
..Soil Series oreston 0 0
137 75 188 17 1 3 I
RYE Sample Date 120 bu. 03-27-09 Manure p
P Removal Rating 53 lbslac. Unknown BALANCE
0 "'75 188 17 1 3 .1
NMR Page 6 of 12
~'-5794 Database Version 3.1 Date printed: 2/18/2011

Nutrient Management Recommendations Test
YEAR 1 N P205 K20 Mg Mn Zn Cu Lime
(Ibs/A) (Ibs/A) (lbs/A) (Ibs/A) (Ibs/A) (Ibs/A) (lbs/A) (ionslA)
Tract Field 194 F6 Req'd Nutrients 125 0 80 0 0 0 0 0
Acres App.Period 3.27 9/1-4/30 Supplied By:.
CROP Wheat,Grain i; "t L
-Starter 0 0 0 0 0 0 A 0
Commercial Fert, 0 0 0 0 0 0 0 p
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
RYE Sample Date ,60 bu. 03 27-09 Manure 125 74 186 17 1 3 1 0
P Removal Rating 30 jUnknown BALANCE 0 74 1061 17 1 3 1
0
Tract Field.:. 184 P6 Req'd Nutrients 1131 0 80 0 0 0 0 0
Acres jApp.Period 327 2/15-,6/30 Supplied By: .
Grant
CROP Corn, �. r�0
Starter 0 0 O F 0 O TM 0 0 0
Commercial Fed. 0 0 0 0 0 0 0
0
Soil Series Norfolk Residual 20 0 0 0 0 0 0 0
RYE I Sample.Date 115 bu. 03 27-09 Manure 111 66 165 15 1 3 1 G
P Removal Rating 51 lbs/ac. unknown- BALANCE 0 66 85 15 l 3 i p
Tract Field- 184 P7, Req'd Nutrients 131 0 80 0 0 0 0 0
Acres jApp.Period 3.91 2/15-6/30 Supplied By
CROP Corn,Grain Starter 0 0 - -
0 0., 0 0•- 0 0
Commercial Fat. 0 0 0 •0 0 01
0
Soil Series orioik Residual 20 0 0 0 0 0 0 0
0
RYE I Sample Date 115 bu. 03 27-09 Manure 111 66 165 15 1 3 1 p
P Removal Rating 51 lbs/ac. . Unknown BALANCE 0 66 85 15 1 3 1 0
Tract Field 184- P7. Req'dNutrients 125 0 80,0 '0 0 0 0
Acres App.Period 3911 9114/30, Supplied By: ' r
,. :3.a`•..;. � -V. .}_~.Y.e�, ..:,;fi.a K `� � -' !' rrj � 2-„s� Ja4 it .y
CROP Wheat,Grain Starter 1
0 . r 0.. 0 .: . .:0 0 _ t) _o 0
Commercial Fmt. 0 0 0 01 01 0 0 0
Soil Series Nodolk Residual 0 0 0 0 01
0 0 0
RYE Sample Date 601ni 03 27-09 Manure 125 74 186 17 1 3 1 0
P Removal I Rating 30 Ibs/ac. fJnlrnowa $ALANCE _ 0 74 106 17 1 3 1 0
Tract . Field 185 P3 Req'd Nutrients 137 0 0 0 0 0 0 0
Acres jApp.Period 2.24 4/1-9/15 Supplied By. �z� `. Y j�� h
CROP Soybeans,Manured, 0
Starter - 0 U � t) ,:.. 0,.. :o o 0
Double Crop Commercial Fert. 0 0 0 0 0 0 0
0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
RYE Sample Date 35 bu 03 27-09 Manure 137 81 204 18 I 3 1 0
P Removal Rating 28 lbs/ac. Pnkaown BALANCE .01 811 204 18 1 31 1 0
36794 Database Version 3.1 Date Printed: 2/18/2011 NMR Page 7 of 12

, {,
Nutrient Management Recommendations Test
N P205 K20. Mg Mn Zn Cu Lime
YEAR 1 (Ibs/A) (ibs/A) (lbs/A) Obs/A) (Ibs/A) Qbs/A) (lbs/A) (tons IA)
Tract Field.. 185 P4 Req'd Nuirients 137 0 0
o o 0 0
Acres App Period 2.61 4/1A/15 Supplied By: 0 0
C eau
CROP $oybs,'Msnured, Starter
0 0 0 0 0 0
Double Crop Commerci al Fert. 0 0 + 0 0 0 0 0 0
o a o 0 0
Soil Series mblk Residual 0 0 0 18 1 3 1 0
F�YE Sample Date 35 bu '03 27-09 Mamie 137 81 204
0
F Removal Rating
28 lbs/ac : Unknown BALANCE" 0 81 204 18 1 3 1
Tract Field 185 Req'd Nutrients 137 0 p
0 0 .0 0 0
Acres App.Period 2.64 4/1.9/15 Supplied By. 0 0
CROP Soybeans,Manured, Starter
0 p 0... 0 0
Double Crop0 0 0 0 0 0 0
Commercial Fert: 0 •
Soil Series .
oifolk Residual 0 0 0 0 0 0 0 0
137 81 204 18 1. 3 1. . .
RYE Sample Date 35 bu. 03-27-09 Manure 1 0
P Removal Rating : 28 lbs/ac. Unknown BALANCE
0 81 204 18 1 3
Tract Field 185! P8B Req'd Nutrients 137 0 40 0 0 0
Acres..App.Period 2.43 4/1-9115 Supplied By: v ..: ,:� •: «__0 2k� 0. .�
CROP soybeans,Manures, Starter ° ° ° o 0
Double Crop Commercial Fett. 0 0 0 9 0 0 0
0 0 .0 0 p 0 0 0
Soil Series orfolk Residual
137 75 188 '17 1 3 1 0
n •Sample Date 35bu 03-27-09 1Vlanute 1 0
P Removal Rating 281bslac. nknown BALANCE 0 75 `148 i7 1 3
Tract Field 195 P4B 'RN'dNufrlents
137 0 0 0 0 0
77 .
Acres.App.Period 1.16 . 4%1-9115 Supplied By: 0 0 0
CROP Soybeans,Manured, Starter 0 0 0 0 0
Double Crop Commercial Fert. 0 0 0 0 0 0
S Series orfolk Residual .
0 0 0 .0 0 0 0
oil 0
RYE Sample Date 35 bu. 03-27-09 Manure
137 75 188 17 1 3 1 0
0
P Removal Rating 28 lbs/ac. Unknown BALANCE 0 75 148
1? 1 3 1
NOTE: Symbol means user entered data.
�-- NMR Page 8 of 12
794 Database Version 3.1 Date Printed: 2/18/2011

Nutrient Management Recommendations Test
YEAR N P205 K20 Mg Mn Zn Cu Lime
Obs/A) (Its/A) ..(WA) Obs/A) Obs/A) Obs/A) Obs/A) (tons/A)
Tract I Field 182 P1 R4dNutrients 131 0 0 0 0 0 0 0
Acres App.Period 4.17 2/15-6/30 Supplied By:
CROP Con,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 .0 . 0 0 0 d 0 0
Soil Series Norfolk Residual .20 0 0 0 0 0 0 0
RYE I Sample Date 115 bu. 03 27-09 Manure 111 60 .152 14 1 3 0 0
F'Removal. Rating. 51}bs/aw. nknown BALANCE . 0 60 152 14 1 3 0 0
Tract.I Field 182 P12 . ...Req'dNutdOnts I37 '.0 0 0 0 0 0 0
Acres JAPP.Period 2.52 2115-Wo Supplied By:
CROP Corn,Grain Starter 0 0 0 �0 0 ?r0 o =
0
Commer(ialFat. 0 0 01 6 0 0 0 0
Soil Series Forwon Residual 20 0 01 0 0 0 0 0
n YE I Sample Date 120 bu 03 27,09 Mangy 117 64 160 14 1 3 1 0
P Removal Rating 53.1bs/ac. nimown BALANCE 0 M 160 14 1 3 1 0
Tract I Field 182 P.13 - Req'd Nutrients 137 0 0 0 0 0 0 0
Acres App.Period 2.47 . 2/15-Wo Supplied By: - _
CROP Corn,Grain Starter 0 p
0 0 0 0
Commercial Fat. 0 0 0 . 0 0 01 0 0
Soil Series FOMtDn Residual 20 0 0 0 0 01 0 0
RYE Sample Date 120.bu. 103 27-09 Manure 117 64 160 14 1 3 1 0
P Removal .Rating 53 Ibs/ac. Unknown. . BALANCE', . 0 64, 160 14 1 3 1 0
Tract Field 192 P14 Req'd Nutrients 137 0 ...• 0 0 0 0 0 0
Acres.App.Period 2.08 2/15-Wo Supplied By: h
CROP Corn,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Foreston Residual '20 0 0 0 0 0 0 0
RYE I Sample Date 120.bu. 03 27-09 Manure t 17 64 1601 14 1 3 1 0
P Removal. Rating 53 lbslac. olmoswvn BALANCE 0 64 160 14 1 3 I 0
ifract Field 182 P15 Req'd Nutrients 133 30 30 0 0 0 0 0
Acres jApp.Period 3.13 4/1-9/15 Supplied By:
CROP Soybeans,Manured, Starter 0 01 0 0 0'= 0 0 0
Double Crop
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Foreston Residual 0 0 0 0 0 0 a 0
RYE Sample Date 34 bu 03 27-09 Manure 133 79 198 18 1 3 1 0
PRemovaljRatingI 271bs/ac. jUnknown BALANCE 0 49 168 181 if 3 1 0
i794 Database Version 3.1 Date Printed: 2/1 8120 1 1 NMR Page 9 of 12

/ 1
Nutrient Management Recommendations Test
YEAR 2 N P205 K20 Mg Mn Zn Cu Lime
(ibs/A) (lbs/A) (lbs/A) (lbs/A) (1bs/A) Obs/A) (lbs/A) (tons/A)
Tract Field 182 P2 Req'd Nutrients 131 0 0 0 0 0 0 0
Acres I App.Period 3.41 2/15-6130 Supplied By:
CROP Corn,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 20 0 0 0 0 0 0 0
RYE I Sample Date 115 bu. 03 27-09 Manure Ill. 66 165 15 1 3 1 0
P Removal I Rating 511bslac. Unknown BALANCE 0 66 165 15 1 3 1 0
Tract I Field 194 10 Req'd Nutrients 133 0 0 0 0 0 0 0
Acres App.Period 3.00 411-9/15 Supplied By:
CROP Soybeans,Manured, Starter 0 0 01 0 0 0 0 0
Double Crop Commercial Fat. 0 0 0 0 0 0 0 0
Soil Series Foreston Residual 0 0 0 0 0 0 0 0
RYE Sample Date 34 bu. 02-19-09 Manure 133 72 182 16 1 3 1 0
P Removal Rating 27 IN/= Unknown BALANCE 0 72 182 16 1 3 1 0
Tract Field 184 SA Req'd Nutrients 137 0 01 0 0 0 0 0
Acres App.Period 4.58 411 9/15 Supplied By:
CROP Soybeans,Manured, Starter 0 0 0 0 0 0 0 0
Double Crop CommercialFert. 01 0 0 0 0 01 0 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 35 bu. 02-19-09 Manure 137 81 204 18 1 3 1 0
P Removal Rating 28 lbs/ac. Unknown BALANCE 0 81 204 18 1 3 1 0
F
ract Field 184 9A Req'd Nutrients 137 0 0 0 0 0 0 0
res I App.Period 3.83 411-9/15 Supplied By:
CROP Soybeans,Manured, Starter 0 0 0 0 0 0 0 0
Double Crop Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 35 bu. 02-19-09 Manure 137 81 204 18 1 3 1 0
P Removal I Rating 28 Ibs/ac. Unknown BALANCE 0 81 204 18 1 31 1 0
Tract 1 Field 194 Pl1 Req'd Nutrients 133 0 0 0 0 0 0 0
Acres App.Period 1.87 4/1-9/15 Supplied By:
CROP 1 Soybeans,Manured, Starter 0 0 0 0 0 0 0 0
Double Crop Commercial Fert. 0 0 0. 0 0 0 0 0
Soil Series I-oreston Residual 0 0 0 0 0 0 0 0
RYE Sample Date 34 bu. 1 03-27-09 Manurel 1331 72 182 16 1 3 11 0
P Removal Rating 27 lbs/ac. ]nknown BALANCE 0 72 182 16 1 3 1 0
1
6794 Database Version 3.11 Date Printed: 2/19/2011 NMR Page 10 of 12

Nutrient Management Recommendations Test
YEAR Z N P205 K20 Mg Mn Zn Cu Lime
(lbs/A) (lbs/A) (lbs/A) Obs/A) (lbs/A) (lbs/A) Obs/A) (tons(A)
Tract Field 194 P6 Req'd Nutrients 137 0 80 0 0 0 0 0
Acres jApp.Period 3.27 1 4/1A/15 Supplied By:
CROP Soybeans,Manured, Starter 0 0 0 0 0 0 0 0
Double Crop Commercial Fert. 0 0 0 0 0 0 0 0
Sail Series Norfolk Residual 0 0 0 0 0 0 0 0
R-YE I Sample Date 35 bu. 03-27-09 Manure 137 81 204 18 1 3 1 0
P Removal Rating 28lbs/ac. Unknown BALANCE 0 81 1241 18 1 3 1 0
'Tract Field 194 P7 Req'd Nutrients 137 0 80 0 0 0 0 0
Acres I App.Period 3.91 4/1-9/15 Supplied By:
CROP Soybeans,Manured, Starter 0 0 0 0 0 0 0 0
Double Crop Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 0 0 01 0 0 0 0 0
RYE I Sample Date 35 bu. 03-27-09 Manure 137 81 204 18 1 3 1 0
P Removal Rating 28 lbs/ac. Unknown BALANCE 0 81 124 18 1 3 1 0
Tract Field 195 P3 Req'd Nutrients 131 0 0 0 0 0 0 0
Acres App.Period 2.24 2115-6/30 Supplied By:
CROP Corn,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 20 0 0 0 0 0 0 0
RYE Sample Date 115 bu. 03-27-09 Manure 111 66 165 15 1 3 1 0
P Removal Rating 51 kbs/ac. Unknown BALANCE 0 66 165 15 1 3 1 0
Tract Field 185 P4 Req'd Nutrients I31 0 0 0 0 01 0 0
Acres App.Period 2.67 2/15-6/30 Supplied By:
CROP Corn,Grain Starter o 0 0 0 0 0 01 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 20 0 0 0 01 0 0 0
RYE Sample Date 115 bu. 03-27-09 Manure ill 66 165 15 1 3 1 0
P Removal I Rating 51 lbs/ac. Unknown BALANCE 0 66 165 15 1 3 1 0
Tract Field 195 PS Req'd Nutrients 131 0 0 0 0 0 0 0
Acres I App.Period 2.64 2/15-6/30 Supplied By:
CROP Corn,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 20 0 01 0 0 0 0 0
R YE I Sample hate 115 bu. 03-27-09 Manurel In 66 1651 15 1 3 1 0
P Removal I Rating 51 lbs/ac. Onknown BALANCE 1 0 66 1651 15 1 3 1 0
'6794 Database Version 3.1 Date Printed: 2/18/2011 NMR Page I of 12

Nutrient Management Recommendations Test
YEAR 2 N P205 K20 Mg Mn Zn Cu Lime
(lbs/A) (lbs/A) (lbs/A) (ibs/A) (lbs/A) Obs/A) N/A) (tons(A)
Tract I Field 185 P8B Req'd Nutrients 131 0 40 0 0 0 0 0
Acres jApp.Period 2.43 1 2/15-6/30 Supplied By:
CROP Corn,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 20 0 0 0 0 0 0 0
RYE I Sample Date 115 bu. 03-27-09 Manure 111 60 152 14 I 3 0 0
FPR7emoval Rating 51 Ibs/ac. Unknown BALANCE 0 60 112 14 1 3 0 0
Field I85 P9B Wd.Nutrients 131 0 40 0 0 0 0
Acres jApp.Period 1.16 2/15-6/30 Supplied By:
CROP Corn,Grain Starter 0 0 0 0 0 0 0 0
CommercialFert. 0 0 0 0 0 0 0 0
Soil Series N dorfolk Residual 20 0 0 0 0 01 0 0
RYE j Sample Date 115 bu. 03-27-09 Manure 111 60 152 14 1 3 0 0
P Removal I Rafingl 51 lbs/ac. jUnknown BALANCE 0 60 112 14 1 31 0 0
NOTE: Symbol*means user entered data.
;794 Database Version 3.1 Date Printed: 2/192011 NMR Page 12 of 12

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. 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 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 pH in the optimum range for crop production .
d Soil Test V
Lime Recom.
Tract Field Crop pH (tons/acre) Cu-I Copper Recommendation Zn-I Zinc Recommendation
182 PI Wheat,Grain 6.1 0.0 108 None 489 None
182 PI Soybeans,Manured,Double Crop 6.1 0.0 108 None 489 None
182 PI Corn,Grain 6.1 0.0 108 None 489 None
182 P12 Wheat,Grain 5.9 0.0 80 None 198 None
182 P12 Soybeans,Manured,Double Crop 5.9 0.0 80 None 198 None
182 P12 Corn,Grain 5.9 0.0 80 None 198 1 None
182 P13 Wheat,Grain 5.9 0.0 90 None 198 None
182 P13 Soybeans,Manured,Double Crop 5.9 0.0 90 None i98 None
182 P13 Corn,Grain 5.9 0.0 90 None 198 None
182 P14 Wheat,Grain 6.0 0.0 85 None 178 None
182 P14 Soybeans,Manured,Double Crop 6.0 0.0 85 None 178 None
182 P14 Corn,Grain 6.0 0.0 85 None 178 None
182 P15 Corn,Grain 5.4 0.9 35 None 63 None
182 P15 Wheat,Grain 5.4 0.0 35 None 63 None
182 P15 Soybeans,Manured,Double Crop 5.4 0.0 35 None 63 None
182 P2 Wheat,Grain 6.0 0.0 104 None 449 None
182 P2 Soybeans,Manured,Double Crop 6.0 0.0 104 None 449 jNonc
182 P2 Corn,Grain 6.0 0.0 104 None 449 None
184 10 Corn,Grain 6.4 0.0 94 None 334 None
184 10 Wheat,Grain 6.4 0.0 94 None 334 None
1" 10 Soybeans,Manured,Double Crop 6.4 0.0 i 94 None 334 None
184 8A Corn,Grain 6.5 0.01 84 None 350 None
106794 Database Version 3.1 Date Printed: 02-18-2011 STV Page 1 of 3

oil Test Vatue
Lime Recom.
Tract Field Crop pH (tons/scre) Cu-I Copper Recommendation Zn-I Zinc Recommendation
184 &A Wheat,Grain 6.5 0.0 84 None 350 None
184 &A Soybeans,Manured,Double Crop 6.5 0.0 84 None 350 None
184 9A Corn,Grain 6.5 0.0 101 None 392 None
184 9A Wheat,Grain 6.5 0.0 101 None 392 None
184 9A Soybeans,Manured,Double Crop 6.5 0.0 101 None 392 None
184 I'll Corn,Grain 6.5 0.0 91 None 344 None
184 P11 Wheat,Grain 6.5 0.0 91 None 344 None
184 P11 Soybeans,Manured,Double Crop 6.5 0.0 91 1 None 344 None
184 P6 Corn,Grain 6.3 0.0 105 None 498 None
194 P6 Wheat,Grain 6.3 0.0 105 None 498 None
184 P6 Soybeans,Manured,Double Crop 6.3 0.0 105 None 498 None
184 P7 Cam,Grain 6.3 0.0 102 None 509 None
184 P7 Wheat,Grain 6.3 0.0 102 None 509 None
184 P7 Soybeans,Manured,Double Crop 6.3 0.0 102 None 509 None
185 P3 Wheat,Grain 5.8 0.4 68 None 356 None
185 P3 Soybeans,Manured,Double Crop 5.8 0.0 68 None 356 None
185 P3 Corn,Grain 5.8 0.0 68 None 356 None
185 P4 Wheat,Grain 5.7 0.5 70 None 350 None
185 P4 Soybeans,Manured,Double Crop 5.7 0.0 70 None 350 None
185 P4 Corn,Grain 5.7 0.0 70 None 350 None
185 P5 Wheat,Grain 5.7 0.6 75 None 360 None
185 P5 Soybeans,Manured,Double Crop 5.7 0.0 75 None 360 None
185 P5 Corn,Grain 5.7 0.0 75 None 360 None
185 P813 Wheat,Grain 5.7 0.4 78 None 195 None
185 P8B Soybeans,Manured,Double Crop 5.7 0.0 78 None 195 None
185 P8B Corn,Grain 5.7 0.0 78 None 195 None
185 P9B Wheat,Grain 5.8 0.0 78 None 200 None _
185 j P9B Soybeans,Manured,Double Crop 5.8 0.0 78 None 200 1 None
185 1 P9B Corn,Grain 5.8 0.0 78 None 200 JNone
106794 Database Version 3.1 Date Printed: 02-18-2011 STV Page 2 of 3

Test Values
Lime Recom.
Tract Field Crop pH (tons/acre) Cu-I Copper Recommendation TZn-I Zinc Recommendation
106794 Database Version 3.1 Date Printed: 02-18-2011 ST'V Page 3 of 3

-- 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 1 imiting. 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 Maximum Sludge
Crop PAN Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Nursery Lagoon Sludge-Standard
Com 120 bu 150 13.16 16.29 32.58 48.87
day 6 ton R.Y.E. 300 26.32 8.14 16.29 24.43
Soybean 40 bu 160 14.04 1517 30.54 45.81
106794 Database Version 3.1 Date Printed: 02-19-2011 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month ofthe plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative,the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Source Name Swine Nursery Lagoon Liquid Design Storage Ca aci a s)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 180
1 2 180
1 3 180
1 4 180
1 5 180
1 6 180
1 7 180
1 8 180
1 9 150
1 10 119
1 11 140
1 12 180
2 1 180
2 2 180
2 3 180
2 4 180
2 5 180
2 6 180
2 7 180
2 8 180
2 9 150
2 10 119
2 11 148
2 12 180
#Available Storage Capacity is calculated as of the end of each month.
106794 Database Version 3.1 Date Printed: 02-18-2011 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
Z. 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 disldng 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).
106794 Database Version 3.1 Date Printed:2/18/2011 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. Wastelnutrient
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
brealdng 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.
106794 Database Version 3.1 Date Printed:2/18/2011 Specification Page 2

a
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, leaf, 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.
106794 Database Version 3.1 Date Printed:2/18/2011 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.
106794 Database Version 3.1 Date Printed:2/18/2011 Specification Page 4

J
Crop Notes
The following crop note applies to field(s): 10,PI 1,P 12,P 13,P 14,P 15
Corn 1:CP,Mineral Soil,low-leachable
In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety"green book"and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions.Plant 1-2" deep.Plant
populations should be determined by the hybrid being planted.Increase the seeding rate by 10%when
planting no-till.Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting.When planting early in cool,wet soil,banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter.The rest of the N should be applied about 3040
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): 8A,9A,P1,P2,P3,P4,P5,P6,P7,P813,P9B
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.
1
106794 Database Version 3.1 Date Printed: 02-18-2011 Crop Note Page 1 of 3

The following crop note applies to field(s): 10,P11,P12,P13,P14,P15
Wheat: Coastal Plain,Mineral Soil, low-leachable
In the Coastal Plain,wheat should be planted from October 20-November 25.Plant 22 seed/drill row foot
at 1-1 1/2"deep and increase the seeding rate by 5%for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10%when planting
no-till.Adequate depth control when planting the wheat is essential.Review the NCSU Official Variety
"green book"and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions.Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test can also be applied at this time.The remaining N
should be applied during the months of February March.The total N is dependent on the soil type.Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat.Timely
management of diseases,insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 8A,9A,P1,P2,P3,P4,P5,P6,P7,P8B,P9B
Wheat:Coastal Plain,Mineral Soil,medium leachable
In the Coastal Plain,wheat should be planted from October 20-November 25.Plant 22 seed/drill row foot
at 1-1 1/2"deep and increase the seeding rate by 5%for each week seeding is delayed beyond the
optimum time.See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also,increase the initial seeding rate by at least 10%when planting
no-till.Adequate depth control when planting the wheat is essential.Review the NCSU Official Variety
"green book"and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions.Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test 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): 10,PI 1,P 12,P 13,P 14,P 15
Double-Crop Soybeans,Coastal Plain:Mineral Soil,low-leachable
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations.Review the NCSU Official Variety"green book"and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8"drills;4-6 seed/row foot for 15"rows; 6-8 seed/row foot for 30"rows
and 8-10 seed/row foot for 36"rows.Increase the seeding rate by at least 10%for no-till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen.However,applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor.Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans.Timely management of
weeds and insects is essential for profitable double crop soybean production.
106794 Database Version 3.1 Date Printed: 02-18-2011 Crop Note Page 2 of 3

�. The following crop note applies to field(s): 8A,9A,P1,P2,P3,P4,P5,,P6,P7,PBB,P9B
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. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen.However,applications of 20-301bs/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.
106794 Database Version 3.1 Date Printed: 02-18-2011 Crop Note Page 3 of 3

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
a 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.
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 NCAC 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 permit is required from NC DEQ.
a In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services (G.S. 106-549.70).
a Any method which, in the professional opinionisof 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
Signature o arm Owner/Manager Date
—7-7.Ze�_z7
Signature of Technical Specialist Date

Nutrient Management Plan For Animal Waste Utilization
08-05-2014
This plan has been prepared for: This plan has been developed by:
Circle E Samuel G Warren
Keith Enzor NRCS Area 3
598 Irvin Enzor Road Room 108, Federal Building
134 N. John Street
Fair Bluff, NC 28439 Goldsboro, NC 27530-3676
910-649-6147 [phone]
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(oAr) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved B ���"i 8 S�0
pp :Y
Technical Specialist Signature Date
_ ---------------- -------------------------------------------------
Preview Database Version 4.1 Date Printed: 08-05-2014 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
U8 Swine Nursery Compost Litter waste generated 16.64 tons/year by a 6,400 animal
Swine Nursery Lagoon Liquid operation.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 414
Incorporated 497
Injected 497
Irrigated 414
Max. Avail. Actual PAN PAN Surplus/ Actual Quantity Surplus/Deficit
PAN(lbs) * Applied (lbs) Deficit(lbs) Applied(Tons) (Tons)
Year 1 414 852 -438 34.22 -17.58
Year 2 1 414 654 -240 26.26 -9.62
This plan includes a User Defined Source to determine the total pounds of PAN in lieu
of NRCS Standard values. Refer to North Carolina Cooperative Extension Service publication AG-439-42
entitled"Soil Facts: Use of On-Farm Records for Modifying a Certified Animal Waste Management Plan"for
guidance on using on-farm records to develop a User Defined Source.
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.
Preview Database Version 4.1 Date Printed: 08-05-2014 Source Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Field 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.
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 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.
Planned Crops Summary
P205
Total Useable Plat A
Removal Applied
Tract Field Acres Acres Rating 11 Soil Series Crop Sequence RYE (lbs/acre) (lbs/acre)
185 2 0.80 0.80 Medium 18.0 Wagram Corn,Sweet 4kl 110 CWT 57 N/A
185 4A 0.70 0.70 Medium 12.01 Rains Com"Sweet w 110 CWT 57 N/A
185 6 0.50 0.50 Medium 12.0 Rains Corn,Sweet 110 CWT 57 N/A
185 7A 2.701 2.70 Medium 12.0 Foreston Wheat,Grain 55 bu. 28 N/A
Soybeans,Manured,Double Crop 34 bu. 27 N/A
Corn,Grain 120 bu. 53 1 N/A
PLAN TOTALS: 4.70 4.70
LI Potential Lgachin Technical Guidance.
<2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>=2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<=10 soluble nutrient leaching below the
root zone.
!ligh potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
utrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Term No-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
PLAT Index Rating .P Managem..eni 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 only
Preview Database Version 4.1 Date Printed 8/5/2014
PC5 Page 1 of 1
NOTE: Symbol*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 timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure Dr
other by-products,commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrvgcn Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (1bs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (1bs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil-Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
185 2 U8 Wagram 0.80 0.80 Corn,Sweet r -VR 110 1 2/15-7/15 130 0 0 Broad. 130 0.00 5.22 0.00 4.18
185 4A U8 Rains 0.70 0.70 Corn,Sweet 110 2/15-7/15 130 0 0 Broad. 130 0.00 5.22 0.00 3.66
185 6 U8 Rains 0.50 0.50 Com,Sweet w w 110 2/15-7/15 130 0 0 Broad. 130 0.00 5.22 0.00 2.61
185 7A U8 Foreston 2.70 2.70 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Broad. 86 0.00 3.46 0.00 9.35
185 7A U8 Foreston 2.70 2.70 1 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Broad. 1 133 0.00 5.34 0.00 14.42
Total Applied,1000 gallons 0.00
Total Produced,1000 gallons 0.00
Balance,1000 gallons 0.00
Total Applied,tons 34.22
Total Produced,tons 16.64
Balance,tons -17.58
Notes: 1. In the tract column,---symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
Preview Database Version 4.1 Date Printed: 8/5/2014 WUT Page 1 of 2

Waste Uti1L Aon Table Year 2
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (1bs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
Obs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Metbod N gal/A Tons 1000 gals tons
185 2 U8 Wagram 0.80 0.80 Corn,Sweet 110 2/15-7/15 130 0 0 Broad. 130 0.00 5.22 0.00 4.18
185 4A U8 Rains 0.70 0.70 Com,Sweet 110 2/15-7/15 130 0 0 Broad. 130 0.00 5.22 0.00 3.66
185 6 U8 Rains 0.50 0.50 Corn,Sweet 110 2/15-7/15 130 0 0 Broad. 130 0.00 5.22 0.00 2.61
185 7A U8 Foreston 2.70 2.70 Wheat,Grain 55 bu. 9/14/30 115 0 0 Broad. 29 0.00 1.15 0.00 3.12
185 7A U8 Foreston 2.70 2.70 Com,Grain 120 bu. 2/15-6/30 137 0 20 Broad. 117 0.00 4.70 0.00 12.69
Total Applied,1000 gallons 0.00
Total Produced,1000 gallons 0.00
Balance,1000 gallons
Total Applied,tons 26.26
Total Produced,tons 16.64
Balance,tons -9.61
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
Preview Database Version 4.1 Date Printed: 8/5/2014 WUT Page 2 of 2

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
byproducts 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 p 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 185 7A Req'd Nutrients 115 0 0 0 0 0 2 0
Acres A Period 2.70 9/1-4/30 Supplied B
PP• PP Y
CROP Wheat,Grain Starter 01 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Foreston Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 55 bu. 1 08-05-14 Manure 115 137 43 01 01 0 0 0
P Removal I Rating 28 lbs/ac. Medium BALANCE 01 137 431 01 01 0 -2 0
-40TE: Symbol*means user entered data.
review Database Version 4.1 Date Printed: 8/5/2014 NMR Page 1 of 2

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 185 2 Req'd Nutrients 130 0 0 0 0 0 0 0
Acres I App.Period 0.80 2/15-7/15 Supplied By:
CROP Corn,Sweet Starter 0 0 0 0 0 0 0 0
o 0- ✓C 4110% Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Wagram Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 110 CWT 08-05-14 Manure 130 155 49 0 0 0 0 0
P Removal IRating 57 lbs/ac. Medium BALANCE 0 155 491 0 0 0 0 0
Tract Field 185 4A Req'd Nutrients 130 0 0 0 0 0 0 0
Acres I App.Period 0.70 2/15-7/15 Supplied By:
CROP Corn,Sweet /I Starter 0 0 0 0 0 0 0 0
OR- J -F4 6165 Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Mains Residual 0 0 0 0 0 0 01 0
RYE 1 Sample Date 110 CWT 08-05-14 Manure 130 155 49 0 0 0 0 0
P Removal I Rating 57 lbs/ac. Medium BALANCE 0 155 49 0 0 0 0 0
Tract Field 185 6 Req'd Nutrients 130 0 0 0 0 0 i) 0
Acres jApp.Period 0.50 2/15-7/15 Supplied B
CROP Com,Sweet / Starter 0 0 0 0 0 0 0 0
o x, Je � e,5 Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Rains Residual 0 0 0 0 0 0 0 0
RYE Sample Date 110 CWT 1 08-05-14 Manure 130 155 49 0 0 0 0 0
P Removal I Rating 57 lbs/ac. JIMedium BALANCE 1 01 155 49 0 0 0 0 0
NOTE: Symbol*means user entered data.
review Database Version 4.1 Date Printed: 8/5/2014 NMR Page 2 of 2

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).
---------------------------------------------------------------------------------------------- -- ------------------------
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7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
-------------------------------------------------------------------------------------------- ----------------------------
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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.
----------------------------------------------------------------------------------------- ----------------------- -----
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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.
---------------------------------------- ----------------------------------------------------------
Preview Database Version 4.1 Date Printed: 8/5/2014 Specification Page 4

Crop Notes
The following crop note applies to field(s): 7A
Corn 1: CP,Mineral Soil, low-leachable
In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety"green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions.Plant 1-2"deep.Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10%when
planting no-till.Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting.When planting early in cool,wet soil,banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting.Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 7A
Wheat: Coastal Plain,Mineral Soil, low-leachable
In the Coastal Plain,wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10%when planting
no-till. Adequate depth control when planting the wheat is essential.Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions.Apply no more than 301bs/acre N at planting.
Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N
should be applied during the months of February-March. The total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
Preview Database Version 4.1 Date Printed: 08-05-2014 Crop Note Page 1 of 3

The following crop note applies to field(s): 7A
Double-Crop Soybeans, Coastal Plain: Mineral Soil, low-leachable
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations.Review the NCSU Official Variety"green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30"rows
and 8-10 seed/row foot for 36" rows.Increase the seeding rate by at least 10%for no-till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen.However,applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans.Timely management of
weeds and insects is essential for profitable double crop soybean production.
The following crop note applies to field(s): 4A, 6
Sweet Corn: Sweet com should not be planted earlier than 7 to 10 days before the average date of the
last killing frost. Planting in the eastern part of the state generally occurs between March 15th and April
30th. Planting in the western part of the state typically occurs between April 1 st and June 15th. Apply
fertilizer according to soil test results.A general recommendation would be to apply a total of 150 to 180
lb of nitrogen, 50 to 60 lb of phosphate(P2O5),and 70 to 90 lb potash(K2O5 per acre).For early
plantings,when cold conditions are often encountered(60°F),use a "starter" fertilizer(e.g., 10 gal of
11-37-0 or 75 lb of 18-46-0 per acre)for improving seedling vigor, stand establishment and early plant
growth is recommended.Fertilizer should be applied in 1 or 2 bands approximately 3 inches to the side
and 2 to 3 inches below the seed. Between 50 to 60 lb of actual nitrogen per acre should be applied
preplant or at planting,while a sidedress application of 90 to 100 lb should be applied when the plants
are 18 to 24 inches tall. For the piedmont and mountains, less phosphate(20 to 25 lb per acre) and potash
(40 to 50 lb potash per acre)may be required.The market demands sweet corn with long, green flag
leaves and dark green husks. To accomplish this, an adequate supply of nitrogen must be maintained in
the soil.
Preview Database Version 4.1 Date Printed: 08-05-2014 Crop Note Page 2 of 3

The following crop note applies to field(s): 2
Sweet Corn: Sweet corn should not be planted earlier than 7 to 10 days before the average date of the
last killing frost. Planting in the eastern part of the state generally occurs between March 15th and April
30th. Planting in the western part of the state typically occurs between April 1 st and June 15th. Apply
fertilizer according to soil test results.A general recommendation would be to apply a total of 150 to 180
lb of nitrogen, 50 to 60 lb of phosphate(P2O5), and 70 to 90 lb potash(K2O5 per acre).For early
plantings, when cold conditions are often encountered(60°F),use a "starter"fertilizer(e.g., 10 gal of
11-37-0 or 75 lb of 18-46-0 per acre)for improving seedling vigor, stand establishment and early plant
growth is recommended.Fertilizer should be applied in 1 or 2 bands approximately 3 inches to the side
and 2 to 3 inches below the seed.Between 50 to 60 lb of actual nitrogen per acre should be applied
preplant or at planting, while a sidedress application of 90 to 100 lb should be applied when the plants
are 18 to 24 inches tall.For the piedmont and mountains,less phosphate(20 to 25 lb per acre) and potash
(40 to 50 lb potash per acre)may be required. The market demands sweet corn with long, green flag
leaves and dark green husks.To accomplish this, an adequate supply of nitrogen must be maintained in
the soil.
Preview Database Version 4.1 Date Printed: 08-05-2014 Crop Note Page 3 of 3

EMERGENCY ACTION PLAN
PHONF,NT TMRRR S
DWQ 910 - F9d- 72/
EMERGENCY MANAGEMENT SYSTEM ,I 0 l
SWCD F1.0- Va- "' 8
NRCS q 16 — 44 P— Al x 3
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running offsite. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for all
employees at the 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 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 caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems,houses,solid separators-action include:
1 December 18, 1996

a Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
a. Dig a small sump or ditch away from the embankment to catch all seepage,put
in a submersible pump, and pump back to the lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom
as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury,fish kills,or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ(Division of Water Quality)regional office;
Phone - - . After hours, emergency number: 919-73 3-3942. Your phone call
should include:your name,facility,telephone number,the details of the incident from item
2 above,the exact location of the facility,the location or direction of movement of the spill,
weather and wind conditions. The corrective measures that have been under taken,and the
seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS phone number -
c. Instruct EMS to contact local Health Department.
d. Contact CES,phone number - - , local S WCD office phone number - - ,and
local NRCS office for advice/technical assistance phone number - -
4. If none of the above works call 911 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
2 December 18, 1996

5. Contact the contractor of your choice to begin repair of problem to minimize off-site
damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon(MRCS,Consulting Engineer, etc.
a. Name:
b. Phone:
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.
3 December 18, 1996

Insect Control Checklist for Animal Operations
Source Cause BMPs to Minimize Insects Site Specific Practices
Liquid Systems
Flush Gutters 0 Accumulation of Solids 0 Flush system is designed and operated sufficiently to
remove accumulated solids from gutters as designed;
_ O Remove bridging of accumulated solids at dischar+,e _
Lagoons and Pits 0 Crusted Solids M-"Maintain lagoons,settling basins and pits where pest
breeding is apparent to minimize the crusting of
solids to a depth of no more than 6-8 inches over
more than 30%of surface.
Excessive Vegetative ■ Decaying vegetation Maintain vegetative control along banks of lagoons
Growth and other impoundments to prevent accumulation of
decaying vegetative matter along water's edge on
impoundment's perimeter.
Feeders Y Feed Spillage M"" Design,operate and maintain feed systems(e.g.,
bunkers and troughs)to minimize the accumulation
Hof decaying wastage.
C�' 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 residues M--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 gain
O ~-r and remove or break up accumulated
solids in filter strips around feed storage as needed.
AMIC- November 11, 1996,Page 1

Source Cause BMPs to Minimize Insects Site Speck Practices
Animal Holding Areas Accumulations of animal wastes 0 Eliminate low areas that trap moisture along fences
and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
0 Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e.inspect for and remove or break up
accumulated solids as needed.
Dry Manure Handling / Accumulations of animal wastes 0 Remove spillage on a routine basis(e.g.,7-10 day
Systems interval during summer;15-30 day interval during
winter)where manure is loaded for land application
0 RATTF }adequate drainage around manure
stockpiles.
O Inspect for an remove or break up accumulated
wastes in filter strips around stockpiles and manure
ha:,diir:Fz areas as needed.
For more information contact the Cooperative Extension Service,Department of Entomology,Box 7613,North Carolina State University,Raleigh,NC
27695-7613
AMIC- November 11, 1996,Page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead i Swine Production L7oo'Vegetative or wooded buffers;
Recommended best management practices;
M�Good judgement and common sense
Animal body surfaces • Dirty manure-covered animals ❑ Dry floors
Floor surfaces 0 Wet manure-covered floors (lotted floors;
Caterers located over slotted floors;
❑ Feeders at high end of solid floors;
❑ Scrape manure buildup from floors;
❑ Underfloor ventilation for drying
Manure collection pits • Urine; Mllrequent manure removal by flush,pit recharge,or
• Partial microbial decomposition scrape;
❑ Underfloor ventilation
Ventilation exhaust fans ■ Volatile gases; C"Fan maintenance;
■ Dust ❑ Efficient air movement
Indoor surfaces • Dust 9'-Washdown between groups of animals;
❑ Feed additives;
❑ Feed covers;
D"-Feed delivery downspout extenders to feeder
co vers
Flush tanks 6 Agitation of recycled lagoon liquid ❑ Flush tank covers;
while tanks are filling ❑ Extend fill to near bottom of tanks with anti-siphon
vents
Flush alleys • Agitation during wastewater ❑ Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon liquid ❑ Extend recharge lines to near bottom of pits with
while pits are filling anti-siphon vents
Lift stations ® Agitation during sump tank filling ❑ Sump tank covers
and drawdown
AMOC-November 11, 1996,Page 3
v

Source Cause BMPs to Minimize Odor Site Speck Practices
Outside drain collection or ■ Agitation during wastewater O Box covers
junction boxes conveyance
End of drainpipes at lagoon 0 Agitation during wastewater I" Extend discharge point of pipes underneath
conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emission; 2"Proper lagoon liquid capacity;
• Biological mixing; ®-Correct lagoon startup procedures;
• Agitation O Minimum surface area-to-volume ratio;
O"Minimum agitation when pumping;
O Mechanical aeration;
O Proven biological additives
Irrigation sprinkler nozzles • High pressure agitation; 29"'-Irriwe on dry days with little or no wind;
• Wind drift D Minimum recommended operatim pressure;
O Pumo intake near lagoon liauid surface:
O Pump from second staee lagoon
Storage tank or basin d Partial microbial decomposition; O Bottom or midlevel loadine:
surface ■ Mixing while filling; O Tank covers:
Agitation when emptying O Basin surface mats of solids;
Settling basin surface Partial microbial decomposition; O Extend drainpipe outlets underneath liquid level;
0 Mixing while filling;
P Agitation when emptying rl Remove settled solids regularly
Manure,slurry or sludge a Agitation when spreading; rl Soil injection of slurry/sludges;
spreader outlets • Volatile gas emissions rl Wash residual manure from spreader after use;
rl Proven biological additives or oxidants
Uncovered manure,slurry w Volatile gas emissions while drying rl Soil injection of slurry/sludges;
or sludge on field surfaces 1-1 Soil incorporation within 48 hrs.;
n Spread in thin uniform lavers for rapid drvine:
rl Proven biologjQaladditives or oxidants
Dead animals 0 Carcass decomposition rg-,I�roper disposition of carcasses
AMOC-November.11, 1996,Page 4

Source Cause BMPs to Minimize Odor Site Specific Practices
Dead animal disposal pits ■ Carcass decomposition rl Complete covering of carcasses in burial pits;
rl Proper location/construction of disposal Fits
Incinerators • Incomplete combustion rl Secondary stack burners
Standing water around 0 Improper drainage; Grade and landscape such that water drains away
facilities s Microbial decomposition of from facilities
organic matter
Mud tracked onto public ■ Poorly maintained access roads (Farm access road maintenance
roads from farm access
Additional Information: Available From:
Swine Manure Management; .0200 Rule/BMP Packet NCSU,County Extension Center
Swine Production Farm Potential Odor Sources and Remedies;EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge-Lagoon Treatment;EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment;EBAE 129-88 NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage;EBAE 103-88 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment;EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings;PIH-33 NCSU-Swine Extension
Environmental Assurance Program:NPPC Manual NC Pork Producers Assoc.
Options for Managing Odor;a report from the Swine Odor Task Force NCSU-Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies;PRO 107, 1995 Conference Proceedings Florida Cooperative Extension
AMOC-November 11, 1996,Page 5

Operator:KEITH ENZOR County: COLUMBUS Date: 09/06/94
Distance to nearest residence (other than owner) : 900. 0 feet
,_. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
0 head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
3552 head (wean to feeder) x 30 lbs. = 106560 lbs
Describe other 0
Total Average Live Weight = 106560 lbs
! . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 106560 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 106560 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION A/d-'CcvwA,, F'D 47- ©vWWs 4wtJer-
Volume = 0. 0 cubic feet
4 . TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 285. 0
Inside top width (feet) ---------------------- 110. 0
Top of dike elevation (feet) ----------------- 55. 5
Bottom of lagoon elevation (feet) ------------ 45. 5
Freeboard (feet) ----------------------------- 1. 0
Side slopes (inside lagoon) ------------------ 3 . 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 . 0 3 . 0 3 . 0 279 . 0 104 . 0 9.0
AREA OF TOP
LENGTH * WIDTH =
279. 0 104 . 0 29016 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
225. 0 50. 0 11250 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
252 . 0 77 . 0 77616 (AREA OF MIDSECTION * 4)
CU. FT. = P,AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6
29016. 0 77616. 0 11250. 0 1. 5
Total Designed Volume Available = 176823 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
285. 0 110. 0 31350. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 31350. 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1. 37
Volume = 106560 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
Volume = 194650 gals. or 26022 . 7 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day * 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 = 18287 . 5 cubic feet

:5D. Volume of 25 year - 24 hour storm
Volume = 7 . 5 inches / 12 inches per foot * DA
Volume = 19593 . 8 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 26023 cubic feet
5B. 0 cubic feet
5C. 18288 cubic feet
5D. 19594 cubic feet
TOTAL 63904 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7 . 0 inches
25 year - 24 hour rainfall==================> 7 . 5 inches
Freeboard===================================> 1. 0 feet
Side slopes=================================> 3 . 0 : 1
Inside top length===========================> 28,5. 0 feet
Inside top width============================> 110. 0 feet
Top of dike elevation=======================> 55 .5 feet
Bottom of lagoon elevation==================> 45 . 5 feet
Total required volume=======================> 170464 cu. ft.
Actual design volume========================> 176823 cu. ft.
Seasonal high watertable elevation (SHWT) ===> 48 . 0 feet
Stop pumping elev.____________--------------> 51. 8 feet
Must be > or = to the SHWT elev.==========> 48 . 0 feet
Must be > or = to min. req. treatment el.=> 51. 5 feet
Required minimum treatment volume===========> 106560 cu. ft.
Volume at stop pumping elevation============> 106620 cu. ft.
Start pumping elev._________________________> 53 . 8 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 157229 cu. ft.
Volume at start pumping elevation===========> 155702 cu. ft.
Required volume to be pumped================> 44310 cu. ft.
Actual volume planned to be pumped==========> 49082 cu. ft.
Min. thickness of soil liner when required==> 1. 5 feet
7. DESIGNED BY:—A-az—.� 4 Qra. APPROVED BY: ��
DATE: 9j4q44 DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

5D. Volume of 25 year - 24 hour storm
Volume = 7 . 5 inches / 12 inches per foot * DA
Volume = 21866. 3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 26023 cubic feet
5B. 0 cubic feet
5C. 20409 cubic feet
5D. 21866 cubic feet
TOTAL 68297 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7 . 0 inches
25 year - 24 hour rainfall==================> 7 . 5 inches
Freeboard===================================> 1. 0 feet
Side slopes=================================> 3 . 0 : 1
Inside top length===========================> 294 .-0 feet N
Inside top width============================> 119 . 0 feet
Top of dike elevation=======================> 55 . 5 feet
Bottom of lagoon elevation==================> 4.4 . 0 feet
Total required volume=======================> 174857 cu. ft.
Actual design volume========================> rn 2 973 cu.
Seasonal high watertable elevation (SHWT)===> 48 .0 feet
Stop pumping elev.__________________________> 51. 8 feet
Must be > or = to the SHWT elev.==========> 48 . 0 feet
Must be > or = to min. req. treatment el.=> 50. 0 feet
Required minimum treatment volume===========> 106560 cu. ft.
Volume at stop pumping elevation============> 143638 cu. ft.
Start pumping elev._________________________> 53 .8 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 201107 cu. ft.
Volume at start pumping elevation===========> 199236 cu. ft.
Required volume to be pumped================> 46431 cu. ft.
Actual volume planned to be pumped==========> 55599 cu. ft.
Min. thickness of soil liner when required==> 1. 7 feet
7. DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:—
DI asicK JoC. W II..I ra- 2,22.,973 &A
VI)OUReX 17611370 cc..
4.6) 15n _ 1-7 0 9

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders, sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1. 5 ft.
------ -------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL, SC,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the .discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

,t
SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 1. 0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
60. 0 LBS. FESCUE GRASS AT 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0. 0 LBS. RYE GRAIN AT 30 LBS. /ACRE (NURSERY FOR FESCUE)
0. 0 LBS. 'PENSACOLA/ BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO 1)
SEEDING DATES: MARCH 15 TO JUNE 15
0. 0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0. 0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS. /ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
40. 0 LBS. RYE GRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
1000. 0 LBS. OF 10-10-10 FERTILIZER (1000 LBS. /ACRE)
2 . 0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
100. 0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING.. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

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SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2 . The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3 . Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 53 . 8 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 51. 8 . This temporary
storage, less 25 yr- 24 hr storm, contains 44310 cubic feet or
331440 gallons.

r '
SHEET 2 OF 2
4 . The recommended maximum amount to apply per irrigation is
one .(1) inch and the recommended maximum application rate is 0. 3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8 . Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9 . The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

CIRCLE E FARMS - GROWER #287
STUART HAYES & KEITH ENZOR
2 (1600) WEAN TO FEEDER EXJP4-AlSlo�
STATE ROAD #1355 - COLUMBUS COUNTY
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17 76 1 M. IM cs%
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137A 2.1� 100A
1333 IRIS
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MIA,
DIRECTIONS: FROM BLADENBORO, TAKE HIGHWAY #242 TO CERRO
GORDO. AT CERRO GORDO, - TAKE RIGHT ON HIGHWAY #7 6 . IN FAIRBLUFF TURN
LEFT ON HIGHWAY #904. AFTER APPROXIMATELY 4 MILES TURN RIGHT ON
STATE ROUTE #1356. TAKE NEXT 'RIGHT ON STATE ROUTE #1355. FARM
WILL BE ON LEFT APPROXIMATELY 1 MILE.
MAILING ADDRESS: SHIPPING ADDRESS:
CIRCLE E FARMS CIRCLE E FARMS
RT 1 BOX 115 STATE ROUTE #1355
FAIRBLUFF, NC 28439 FAIRBLUFF, NC 28439
F- -* 01-00
Pky�LeAkPA -* oc)
BROWN'S OF CAROLINA,INC.
303 EAS'r COLLEGE STREET P.O BOX 487 - WARSAW.N C 28398-0487 - OFFICE [phone] - FAX:[phone]

�Dnerator:Circle E Farms County: Columbus Date: 10/11/95
�17,— r
uistance to nearest residence (other than owner) : >1500 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
3200 head (wean to feeder) x 30 lbs. = 96000 lbs
Describe other 0
Total Average Live Weight = 96000 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 96000 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 96000 cubic feet
-3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet V0 51 �'ll6E
M=�Y
4 . TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 135 . 0
Inside top width (feet) ---------------------- 200. 0
Top of dike elevation (feet) ----------------- 50. 3
Bottom of lagoon elevation (feet) ------------ 40 . 3
Freeboard (feet) ----------------------------- 1. 0
Side slopes (inside lagoon) ------------------ 3 . 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 .0 3 . 0 3 . 0 129 . 0 194 . 0 9. 0
AREA OF TOP
LENGTH * WIDTH =
129 .0 194 .0 25026 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
75. 0 140.0 10500 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
102. 0 167. 0 68136 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
25026 .0 68136. 0 10500. 0 1.5
Total Designed Volume Available = 155493 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
135. 0 200. 0 27000. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 27000. 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1. 37
Volume = 96000 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
Volume = 175360 gals. or 23443 . 9 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day * 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 = 15750. 0 cubic 'feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 16875. 0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 23444 cubic feet
5B. 0 cubic feet
5C. 15750 cubic feet
5D. 16875 cubic feet
TOTAL 56069 cubic feet
5. SUMMARY
Temporary storage period____________________> 180 days
Rainfall in excess of evaporation=====______> 7 . 0 inches
25 year - 24 hour rainfall__________________> 7 . 5 inches
Freeboard___________________________________> 1. 0 feet
Side slopes_________________________________> 3 . 0 . 1
Inside top length___________________________> 135. 0 feet
Inside top width____________________________> 200. 0 feet
Top of dike elevation_______________________> 50. 3 feet
Bottom of lagoon elevation__________________> 40. 3 feet
Total required volume_______________________> 152069 cu. ft.
Actual design volume________________________> 155493 cu. ft.
Seasonal high watertable elevation (SHWT)===> 46. 5 feet
Stop pumping elev.__________________________> 46. 8 feet
Must be > or = to the SHWT elev.====______> 46. 5 feet
Must be > or = to min. req. treatment el.=> 46. 3 feet
Required minimum treatment volume=====______> 96000 cu. ft.
Volume at stop pumping elevation=====_______> 98797 cu. ft.
Start pumping elev._________________________> 48 . 6 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 138618 cu. ft.
Volume at start pumping elevation=====______> 138445 cu. ft.
Required volume to be pumped________________> 39194 cu. ft.
Actual volume planned to be pumped=====_____> 39649 cu. ft.
Min. thickness of soil liner when required==> 1. 5 feet

�V °0..e
7. DESIGNED BY: PPROVED BY: •••.•••iC}
DATE: /0A 9 / DATE:
p °
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN �r►,�?����;Ny`I E6c4 � AN
COMMENTS: GORY S�
*Note: Engineering approval is for minimum design standards
and is based on pre-construction site and soils investigations.
Technical specialist shall verify soils during construction, coNsu,_
with Engineer on any required modifications, and perform final
as-built certification. Technical specialist is responsible
for excavation calculations and nutrient management plan.
Technical specialist to verify with owner/operator (1) all
applicable setback distances, and (2) excavation of known
tile drains in construction area before sitework begins.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1. 5 ft.
------ -------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL, SC,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

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

-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 1.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0. 0 LBS. FESCUE GRASS AT 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
30. 0 LBS. RYE GRAIN AT 30 LBS. /ACRE (NURSERY FOR FESCUE)
0. 0 LBS. /PENSACOLA' BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
0. 0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
10. 0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS. /ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0. 0 LBS. RYE GRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
1000. 0 LBS. OF 10-10-10 FERTILIZER (1000 LBS. /ACRE)
2. 0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
100. 0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

SOILS & SITE EVALUMON
[Op'e=Rtion: -/(✓U�i �p_S�]?j state Road
Date: County: ��:�'� !S
Distance to nearest residence: ;;/7 JO
Number of homes within half-mile radius:
Number of homes within one mile radius:
Distance to closest swine producer:
Distance to Feedmill:
Wetland Information:
Comments:
Depth 1 2 3 4 5 6 7
(ft)
0-1
1-2 5_euc,
2-3 SwC sc
3-4 y`
5-6 �-
6-7 Sil
7-8
8-9
5�✓
9-10
LE�10-+
* Seasonal High Water Table
Borings made by: k:�C�.�
Signature & Title: _ �_�

:]01 t IU"Ze:1_VCLt-lull .7C1 V 11.0 ••�,• --
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR C 6c)VALIS
Landowners 2.-L e-- r NY _ " County
_immunity or Croug:�Na_' Conservatiorr*Plan No.
Estimated Depth of Water to Top. of Dam 8 Ft.- Length of Flood Pool :: 00 Ft.
Date of Field Hazard Investigation'
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dash failure. .
ev. -nst_ E.,evatlon
• Kind of :Improvements: of Breach
Reach: Length:"Width: STope: Land Use ; Improvements Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft_ Ft. Ft.
2
3 .
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach
l jo AIM 1-7 A& LOSS OL LIFE O
Hazard Classification of Dam oa b, c) (see NEM-Part 520.2I) -�
Dam Classification (I , II, III, 10,, V)
By Date,,%C'
name ti tl e
Concurred By Date
n amefti tl e
NOTE: I. Instructions on reverse side.
2. Attach additional sheets as needed.

C.r.: r: 3/1N5 ►�rr:: 7 :
Z-�600 A l��� s. TYPICAL X—SECTION Tl3M ELEV, 50,00'
NAIL IN:----,----------
-------------
SEE NOTE 3
pR SEE NOTE 2 .
`6o vtl
1
. FILL - PAD �� �' C �
DII<C, /o ��3 _ Cy ' CORE TRENCH
SEE- .SOIL SHEET
FOR DEPTH ,,,
+ 10% � you _ ' . • . .; . . .
NOTES: . SITE CQUIDITION0 S
TOTAL: CY 1) ALL WEAK MATERIAL TO DE OVERCUT Surr'I C-1 f.. r.lT_ _(I f� f _DQ 5'
AND BACKFILLED AND COMPACTED. o-v �'' °' .)�T_ .
F /,dA =•� '!= /t��tg THICKNESS OF LINER DEPENDS ON OVERALL/ ',.)v; .' Ax. r J.s '
L 7`
DEPTH. LINER FOR THIS LAGOON TO DE 1 y 'y � E 5
COMPUTATIONS BY: r
2) DIKE BEHIND BLDGS TO BE MIN. 0.W
— A
IIGIIER THAN OTHER PLANIJED ELEV.
u„- .
3) WALK AND LOADING AREA TO DE BUILT 1.5' ABOVE LOW `t7 ; )b
END PADS. BUILD G' WIDE CONTIN., 7' FROM REAR OF BLDGS;
FILL TO BLDGS OFFORE EQUIP MOVES 'OUT (WORT( TO DE 7aJ 0 L.4 ( AIMV4At.
COORDINAIED W/ BLIX; CONIRACIORS).

E�

LAGOON -MATT' ER
FREEBC"A + -'-,'5YR/24HR STORM
MAXIMUM Ll(-'.)l
6 M C)
I .
T
MINIMUM V
(7PERMANENT

f
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 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 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 frill of water before
waste loading begins, taking care not to erode luting 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 Iagoon 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 Iagoon, 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.

r
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 to 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:

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.

passible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include Ieakage 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 darn.
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.

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2 . The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3 . Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 48 . 6 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 46 . 8 . This temporary
storage, less 25 yr- 24 hr storm, contains 39194 cubic feet or
293170 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9 . The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.