310246_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 Perils for Animal Waste Management Systems will
expire, As required by these perils, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least I80 days prior to their expiration date. Therefore, all applications
must he 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 an), necessary corrections below.
Application oast be signed and dated by the Pertnittee.
I. Far Number: 31-0246 Certificate Of Coverage Number: AWS310246
2. Facility Name: Ronald Er ell Farm#1-8
3. Landowners Name(same as on the Waste Management Plan): Ronald T Enell
4. Landowners Mailing Address: 470 S Canolls Rd
City: Warsaw State: NC Zip: 28398-7855
Telephone Number: 910.293-7682 Ext. E-mail:
5. Facility's Physical Address: 526 Carrolls Rd
City: Warsaw State: NC Zip: 28398
6. County where Facility is located: Dunlin
7, Farm Manager's Name(if different from Landowner):
g. Fami Managers telephone number(include area code):
9. Integrators Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10, Operator Name(OIC): Ronald T.Euell Phone No.: 910-293-7682 OIC#: 17194
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type mid number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 5,760
Operation Types:
Swine Cattle Dry Poultn 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)
#I a. C a Og 74,052.00 I9.50
92 ) Q 41 qV7 43,996.00 19.50
#3 45,302.00 M50
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.IOC(d)to the address below.
The CAWMP must include the following components:
L The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present or every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized fit 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. Lagoontstorage 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.
S. 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: 2019PermitRenewal©ncdenr.gov

I attest that this application has been reviewed by me and is accurate mid 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 rely 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 landovmers should sign. If Landovner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: R01)0,l& 1--- 1 ( p Title: UI nex
Signature: /?'er 6-Cl)I eoq 'V— G Date: 3II R 119
None: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal reeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699.1636
Telephone number:[phone]
E-mail:2019PcrmitRcncwal@ncdeni,.gov
FORM: RENF.R'AI.STATE GENERAL 02/2019

C51A'��ROYCOOPER
MICHAEL S.REGANSeerermy
LINDA CULPEPPER NORTH CAROLINA
GYnror Environmental Quality
February 27,2019
Ronald T 13=11
Ronald E2 cll Farm N1-8
470 S Carrolls Rd
Warsaw,NC 28398-7855
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Pennittee:
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 https•//dea nc eov/about/divisions/water-resources/water-anality-regional-ouerations/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 Nan-Discharge General Permits, you must submit an anplicatioh for
permit coverage to the Division. Enclosed you will find a 'Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non-Discharge General Permit." The application form must be completed, signed and returned by April 3, 2019.
Please note that you must include one (1) cony of the Certified Animal Waste Alanmement Plan (CAWD4Pl with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Wilmington Regional Office,Water Quality Regional Operations Section
Duolin County Soil and Water Conservation District
AFOG Section Central Files-AWS310246
Murphy-Brown LLC
North ceroins 0epemnent of EnwWra +tet Qvetity I WvSIen of WMW Resovrw_s
µ DE 512 N.Salisbury Sc 11636 Mail Service Center l R&IeVi,North Cetolins 276991636
919.7075000

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Nutrient Management Plan For Animal Waste Utilization
02-18-2009
This plan has been prepared for: This plan has been developed by:
Ronald Ezzell Farrn 1-8(31-246) Billy WHouston
Ronald Ezzell Duplin Soil& Water Conservation
470 South Carrolls Rd PO Box 219
Warsaw, NC 28398 Kenansville, NC 28349
910-293-7682 910-296-2120
Devel er Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I(we) understand and agree to the specifications and the operation and maintenance procedures
established in this nutrient management plan which includes an animal waste utilization plan to]-
the farm named above.I have read and understand the Required Specifications concerning animal
waste management that are included with this plan.
R - p 004 q -
Signature(owner) 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. nnnn
Plan Approved By: t61/ �IV
Technica Signature Date
523502 Database Version 3.1 Date Printed: 02-18-2009 Cover Page 1

Narrative
THIS WUP IS WRITTEN BASED ON A WETTED ACRES FOOTPRINT.
THIS WUP IS WRITTEN TO INCLUDE A GREEN MANURE COVER CROP WHICH MAY BE
PLANTED FOLLOWING SOYBEANS.
IF THE GREEN MANURE CROP IS PLANTED,A REDUCTION WILL BE TAKEN FROM THE
CORN CROP IN THE AMOUNT OF PAN APPLIED TO THE GREEN MANURE.
[IE:FORESTON(PAN 1051bsN/Ac)WITH GM COVER PAN Of 30lbsN Applied;NORFOLK(PAN
86lbsN/Ac)WITH GM COVER PAN Of 30lbsN Applied]
523502 Database Version 3.1 Date Printed: 02-18-2009 Narrative Page Page 1 of I

Nutrients applied in accordance with this plan will be supplied from the following
source(s):
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder-Finish Lagoon Liquid waste generated 5,339,520 gals/year by a 5,760
animal Swine Finishing Lagoon Liquid operation.This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 12298
Incorporated 21121
Injected 23259
Irrigated 13367
Max.Avail. Actual PAN PAN Surplus/ I Actual Volume V01ume Surplus/
PAN(Ibs) ; Applied(Ibs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 13,367 14707 1,340 5,874,645 535,125
Year 2 13,367 16107 -2,740 6,433,921 -1,094,401
-Note: --------------------
: In- -source ID,S- --- ------------------------U------esas--------------- ----------------------------
means standard source, m user de n source.
°Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
523502 Database Version 3.1 Date Printed: 02-18-2009 Source Page Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates
are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,where available.
Planned Crops Summary
FActZ
Useable Leaching
Tract Pield Acres Index(LI) Soil Series Crop Sequence RYE
71822 pl 5.28 528 N/A Foresion Small Grain Cover NIA
Com,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Maimed,Double Crop 34 bu.
71822 010 _ 6.23 6.23 N/A Norfolk Small Grain Cover NIA
Com,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
71822 pit 5.58 5.58 N/A Norfolk Small Grain Cover N/A
Com,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manumd,Double Crop 35 bu.
71822 p12 6.44 6.44 N/A Norfolk Small Grain Cover N/A
Com,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
71822 p13 4.41 4.41 NIA Norfolk Small Grain Cover N/A
Com,Grain 115 bu.
wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
71822 p14 3.54 3.54 N/A Norfolk Small Grain Cover NIA
Com,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
71822 p15 4.04 4.04 N/A Norfolk Small Grain Cover NIA
Com,Grain 115 bu.
Wheat Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
71822 p2 4.64 4.64 NIA IF111tim Small Grain Cover NIA
Com,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
523502 Database Version 3.1 Date Printed 2/18/2009
PCS Page Page 1 of
NOTE: Symbol'means user entered data.

Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
71822 p2A 1.94 1.94 N/A Foreston Small Grain Cover N/A
Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
71822 p3 0.63 0.63 N/A Norfolk Small Grain Cover N/A
Corn,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
71822 1,4 4.63 4.63 N/A Norfolk Small Gmin Cover N7A
Corn,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
71822 p5 4.93 4.93 N/A Norfolk Small Grain Cover N/A
Corn,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Matured,Double Crop 35 bu.
71822 _ p6 5.14 5.14 MA JN,,flk Small Grain Cover N/A
Corn,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
71822 p7 4.29 4.29 N/A Norfolk Small Grain Cover N/A
Corn,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
RIP9
4.13 N/A Norfolk Small Grain Cover N/A
Cam,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
4A7 N/A Norfolk Small Grain Cover N/A
Com,Grain 115 bu.
Wheat,Grain 60 bu.Soybeans,Manured,Double Crop 35 bu.2.79 N/A Norfolk Small Gmin Cover N/A
,Corn,Grain 115 bu.
Wheat,Gram 60 bu.
Soybeans,Manured,Double Crop 35 bn.
523502 Database Version 3.1 Date Printed 2/182009
PCS Page Page 2 of
NOTE: Symbol•means user entered data.

Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
71822 p9B 2.78 1 3 N/A Norfolk Small Grain Cover N/A
Coro,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
PLAN TOTALS: 75.59 75.59
LI Potential Leaching Technical Guidance
Low potential to contribute to soluble None
2 nutrient leaching below the root zone.
>—2& Moderate potential to contribute to soluble Nutrient Management(590)should be planned.
<=10 nutrient leaching below the root zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve the soils
nutrient leaching below the root zone. available water holding capacity and improve nutrient use efficiency should be considered.
>10 Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations(328),Long-Term
No-Till(778),and edge-of-field practices such as Filter Strips(393)and Riparian Forest Buffers
(391).
523502 Database Version 3.1 Date Printed 2/18/2009
PCS Page Page 3 of 3
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 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 Comm. Res. Manure Liquid Solid Liquid Solid
PA Fair. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NuttientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(lbs/A) Obs/A) Obs/A)
AppSource Total Use. Applic. Metho 1000
Tract Field ID Soil Series Acres Acres crop RYE Period N No N Method N gallA Tons 1000 gals tons
71822 pl S7 Foreston 5.28 5.28 Small Grain Cover N/A 1 9/1-3/31 1 *30 0 1 0 1 Swig. 15 5.99 0.00 31.64 0.00
71822 pl S7 Foreston 5.28 5.28 Com,Grain 120 bu. 2115-6/30 *150 0 *15 Irrig. 135 53.93 0.00 284.72 0,00
71822 pl S7 Foreston 5.29 528 Wheat,Grain 55 bu. 9/1.4/30 115 0 0 Irrig. 58 22.97 0.00 121.27 0.00
71822 p10 S7 Norfolk 623 6.23 Small Grain Cover N/A 9/1-3/31 *30 0 0 brig. 15 5.99 0.00 37.33 0.00
71822 p10 S7 k orfolk 6.23 6.23 Com,Grain 115 bu. 2115-6/30 131 0 *15 Irrig. 116 46.34 0.00 288.67 0.00
71822 pl0 S7 k orfolk 6,23 6.23 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Inig. 63 24.17 0,01 155.53 0,00
71822 pl l S7 orfolk 5.58 5.58 Small Grain Cover N/A 9/1-3/31 *30 0 0 Inig. 15 5.99 0.00 33.43 0.00
71822 pll S7 orfolk 5.58 5.58 Corn,Grain 115 bu. Z/15.6/30 131 0 *IS Irrig. 116 46.34 0.00 258.55 0.00
71822 pll S7 Norfolk 5.58 5.58 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 63 24.97 0.00 139.31 0.00
71822 p12 S7 Norfolk 6.44 6.44 Small Grain Cover N/A 9/1.3/31 *30 0 0 Irrig. 15 5.99 0.00 38.59 0.00
71822 p12 S7 Norfolk 6.44 6.44 Com,Grain 115 bu. 2/15-6/30 131 0 *15 brig. 116 46.34 0.00 ql6O78
0.00
71822 p12 S7 Norfolk 6.44 6.44 Wheat,Grain 60 bu. 9/1j1/30 125 0 0 brig. 63 24.97 0.00 0.00
71822 p13 S7 orfolk 4.41 4.41 Small Grain Cover N/A 9/1.3/31 *30 0 0 brig. 15 5,95 0.0( 26,42 0.00
71822 p13 S7 Norfolk 4.411 4.41 Com,Grain 115 bu. 2/15-6/30 131 0 *15 brig. 11 44634 0.00 204.34 0.00
71822 p13 S7 Norfolk 4AI 4.41 Wheat,Grain 60 bu. 9/14/30 125 0 0 brig. 63 24.97 0.00 110.10 0.00
71822 p14 S7 Norfolk 3.54 3.54 Small Grain Cover N/A 9/1-3/31 *30 0 0 brig. 15 5.99 0.00 2L21 0.00
523502 Database Version 3.1 Date Printed:2/18/2009 WUT Page Page I of 6

Waste Utilization Table Year 1
Nitrogen Cow, gam, Manure Liquid Solid Liquid Solid
PA Fort. (lbs/A) PA ManuoA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Rcq'd Applied pplied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) OWA)
Source Total Use. Applic• Applic. 1000
Tract Field M Soil Series Acres Acres Crop RYE Period N N N Method N gaVA Tons 1000 gals tons
71822 p14 S7 Norfolk 3.54 3.54 Com,Gmin 115 bu. 2/15-6/30 131 0 *IS brig. 1161 46.34 0.001 164.03 0.00
71822 p14 S7 Norfolk 3.54 3.54 Wheat,Grain 60 bu. 9/1.4/30 125 0 0 brig. 63 24.97 0010 88.38 0.00
71822 p15 S7 Norfolk 4.04 4.04 Small Grain Cover N/A 911-3/31 *30 0 0 hTi& 15 5.99 0.00 24.21 0.00
71822 p15 S7 Norfolk 4.04 4.04 Com,Grain 115 bu. 2115-6/30 131 0 *IS Irrig. 116 46.34 0:00 18719 O-
71822 p15 S7 Norfolk 4.04 4.04 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 63 24.97 0.00 100.96 0.00
71822 p2 S7 Voreston 1 4.64 4.64 Small Grain Cover N/A 9/1-3/31 *30 0 0 Irrig. 151 5.99 0.00 27.80 0.00
71822 p2 S7 Foreston 4.64 4.64 Corn,Grain 120 bu. 2115.6/30 137 0 *15 Twig. 122 48.73 0.00 226.12 0.00
71822 p2 S7 Foreston 4.64 4.64 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 58 22.97 0.00 106.57 0.00
71822 p2A S7 Foreston 1.94 194 Small Grain Cover N/A 9/1-3/31 *30 0 0 Irrig. 15 5.99 0.00 11.62 0.00
71822 p2A S7 Foreston 1.941 1.94 Corn,Grain 120 bu. 2/15-6/30 137 0 *15 Irrig. 122 48.73 0.00 94.54 0.00
71922 p2A S7 Koreston 1.94 1.94 Wheat,Grain 55 bu. 9/1.4/30 115 0 0 brig. 58 22.97 0.00 44.56 0.0
71822 1 p3 S7 Norfolk 0.63 0.63 Small Grain Cover N/A 9/1-3/31 *30 0 0 Irri& 15 5.99 0.00 3.77 0.00
71822 p3 S7 orfolk 0.63 0.63 Com,Grain 115 bu. 2/15-6/30 131 0 *15 Irrig. 116 46.34 0.00 29,19 0.00
71922 p3 S7 orfolk 0.63 0.63 Wheat,Grain 60 bu. 911-4/30 125 0 0 Irrig. 63 24.97 0.00 15.73 0.00
71822 p4 S7 Norfolk 4.63 4.63 Small Grain Cover N/A 9/1-3/31 *30 0 0 Irrig. 15 5.99 0.00 27.74 0.00
71822 p4 S7 Norfolk 4.63 4.63 Corn,Grain 115 bu. 2/15-6/30 131 0 *15 Irrig. 116 46.34 0.001 214.531 0.00
71822 1 p4 S7 Norfolk 4.63 4.63 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 63 24.97 0.00 115.59 0.00
71822 1 p5 S7 Norfolk 4.93 4.93 Small Grain Cover N/A 9/1-3/31 *30 0 0 brig. 1 15 5.99 0.00 29.54 0.00
71822 p5 S7 Norfolk 4.93 4.93 Corn,Grain 115 bu. 2/15-6/30 131 0 *15 brig. I 116 46.34 0.00 228.43 0.00
71822 p5 S7 Norfolk 4.93 4.93 Wheat,Grain 60 bu. 9/14/30 125 0 0 brig. 63 24.97 0.00 123.08 0.00
71822 p6 S7 Norfolk 5.14 5.14 Small Grain Cover N/A 9/1-3/31 *30 0 0 brig. 15 5.99 0.00 30.80 0.00
71822 p6 S7 Norfolk 5.14 5.14 Com,Grain 115 bu. 2/15-6/30 131 0 *15 brig. 116 46.34
N 0.001 238.16 0.00
523502 Database Version 3-1 Date Printed:2/18/2009 WUT Page Page 2 of 6

Waste Utilization Table Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fart. (1bslA) PA MauwcA Manure Manure Manurc
Nutrient No am NuttientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Apphe. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
71822 p6 S7 Norfolk 5.14 5.141 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irtig. 63 24.97 0.00 128.32 0.00
71822 p7 S7 Norfolk 4.29 4.29 Small Grain Covcr N/A 9/1-3/31 *30 0 0 Irrig. 15 5.99 0.00 25.70 0.00
71822 p7 S7 Norfolk 4.29 4.29 Com,Grain 115 bu. 2/15-6/30 131 0 *15 hrig. 116 46.34 0.00 198.78 0.00
71822 p7 S7 Norfolk 4.29 4.29 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 brig. 63 24.91 0.00 107.101 0.00
71822 p8 S7 Norfolk 4.13 4.13 Small Grain Cover N/A 9/1-3/31 *30 FO 0 brig. 15 5.99 0.001 24.75 0.00
71922 p8 S7 Norfolk 4.13 4.13 Com,Grain 115 bu. 2/15-6/30 131 0 *15 Irrig. 116 46.34 0.00 191.36 0.00
71922 p8 S7 Norfolk 4.13 4.13 Wheat,Grain 60 bu. 911-4/30 125 0 0 brig. 63 24.97 0.00 103.11 0.00
71822 p9 S7 Norfolk 4.17 4,17 Small Grain Cover N/A 9/1-3/31 *30 0 0 1 brig. 15 5.99 0.00 24.99 0.00
71822 p9 S7 Norfolk 4.17 4.17 Com,Grain 115 bu. 2/15-6/30 131 0 *15 Irrie. 116 46.34 0.00 193.22 0.00
71822 p9 S7 Norfolk 4.17 4.17 Wheat,Grain 60 bu. 19/1-4/30 125 0 0 brig. 63 24,97 0.00 104.10 0.00
71922 p9A S7 Norfolk 2.79 2.79 Small Grin Cover N/A 9/1-3/31 *30 0 0 ling. 15 5.99 0.00 16.72 0.00
71822 p9A S7 Norfolk 2.79 2.79 Com,Grain 115 bu. 2/15-6/30 131 0 *15 Irrig. 116 46.34 0.00 129.28 0.00
71822 1 p9A S7 Norfolk 2.79 2.79 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 63 24,971 0.00 69.65 0.00
71922 p913 S7 Norfolk 2.78 2.78 Small Grain Cover N/A 9/1-3/31 *30 0 0 Irrig. 15 5.99 0.00 16.66 0.00
71822 p9B S7 Norfolk 2.78 2.78 Com,Grain 115 bu. 2/15-6/30 131 0 *15 Irrig. 116 46.34 0.00 128.81 0.00
71822 p93 S7 Norfolk 2.78 2.78 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 63 24.97 0.00 69.40 0.00
Total Applied,1000 gallons 5,874.65
Total Produced,1000 gallons 5,339.52
Balance,1000 gallons -535.12
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: I. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol*means user entered data
523502 Database Version 3.1 Date Printed:2/18/2009 WUT Page Page 3 of 6

Waste Utilization Table Year 2
Ni rogen Comm. Res, Manure Liquid Solid Liquid Solid
PA Fen. (lbs/A) PA M==A Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
Qbs/A) (Ibs/A) (lbs/A)
Applic. Applies 1000
Soma Total Use. Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
Tract Field ID Soil Series Acres Acres
71822 pl S7 oreston 5.28 5.28 Small Grain Cover N/A 9/1-3/31 *30 0 *0 Irrig. 15 5.99 0.00 31.64 0.00
71922 pi S7 Foreston 5.28 5.28 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 58 22.97 0.00 12127 0.00
71822 pl. S7 Foreston 5.28 5.28 Soybeans,Mmared,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 133 53.13 0.00 280.50 0.00
71822 p10 S7 Norfolk 6.23 6.23 Small Grain Cover N/A 9/1.3/31 *30 0 *0 brig. 15 5.99 0.00 37.33 0.00
71822 p10. S7 Norfolk 6.23 6.23 Wheat,Grain 60 bu. 9/14/30 125 0 0 Irrig. 63 24.97 0.00 155.53 0.00
71822 p10 S7 Norfolk 6.23 6.23 Soybeans,Marred,Double Crop 35 bu. 4/1.9/15 137 0 0 Irrig. 137 54.72 0.00 340.93 0.00
71822 pll S7 Norfolk 5.58 5.58 Small Grain Cover N/A 9/1-3/31 *30 0 *0 Brig. 15 5.99 0.00 33.43 0.00
71822 pll S7 Norfolk 5.58 5.58 Wheat,Grain 60 bu. 9/14/30 125 0 0 Brig. 63 24.97 0.00 139.31 0.00
71822 p11 S7 orfolk 5.58 5.58 Soybeans,Marred,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. IM 54.72 0.00 305.36 0.00
71822 p12 I S7 Mfolk 6.44 6.44 Small Grain Cover N/A 9/1-3/31 *30 0 *0 Irrig. 15 5.99 0.0( 38.59 0.00
71822 p12 S7 Norfolk 6.44 6.44 Wheat,Grain 60 bu. 9/14/30 125 0 -0 Irri& 63 24.97 0.00 160.78 0.00
71822 p12 S7 orfolk 6 44r 6.44 Soybeans,Marred,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 54.7 0.00 352.42 0.00
71822 p13 S7 Norfolk 4.41 4.41 Small Grain Cover N/A 9/1-3/31 *30 0 *0 brig. 15 5.99 0.00 26A2 0.00
71822 p13 S7 Norfolk 4.41 4.41 Wheat,Grain 60 bu. 9/14/30 125 0 0 Twig. 63 24.97 0.00 110.10 0.00
71822 p13 S7 Norfolk 4,41 4.41 Soybeans,Marred,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 54.72 0.00 241.331 0.00
71822 p14 S7 Norfolk 3.54 3.54 Small Grain Cover N/A 911-3131 *30 0 *0 brig. 15 5.99 0.00 21.21 0.00
71822 p14 S7 INorfolk 3.54 3.54 Wheat,Grain 60 bu. 9/14/30 125 0 0 brig. 63 24.97 0.00 88.38 0.00
71922 p14 S7 Norfolk 3.54 3.54 Soybeans,Marred,Double Crop 35 bu. 4/1.9/15 137 0 0 Irrig. 137 54.72 0.00 193.72 0.00
71822 p15 S7 Norfolk 4.04 4.04Small Grain Cover N/A 9/1.3/31 *30 0 *0 Irrig. 15 5.99 0.00 24.21 0.00
71822 p15 S7 Norfolk 4.04 4.04 Wheat,Grain 60 bu. 9/14/30 125 0 0 Irrig. 63 24.97 0.00 100.86 0.00
71822 p15 S7 Norfolk 4,04 4.04 Soybeans,Marred,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 54.72 0.00 221.08 0.00
71822 p2 S7 Foreston 4.64 4.64 Small Grain Cover N/A 1 911-3/31 *30 0 *0 brig. 15 5.99 0.00 27.80 0.00
523502 Database Version 3.1 Date Printed:2/18/2009 WUT Page Page 4 of 6

Waste Utilization Table Year 2
Nitrogen Corm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) Obs/A)
Source Tout Use. APplic• Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N pVA Tons 1000 gals tons
71822 1 p2 S7 onston 4.64 4.64 Wheat,Grain 55 bu. 1 9/1.4/30 115 0 0 brig. 581 22.97 0.00 106.571 0.00
71822 1 p2 S7 oreston 4.64 4.64 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 brig. 133 53.13 0.00 246.50 0.00
71822 1 p2A S7 Foreston 1.94 1.94 Small Grain Cover N/A 9/1-3/31 *30 0 *0 Irrig. 15 5.99 0.00 11.62 0.00
71822 p2A S7 Foreston 1.94 1.94 Wheat,Grain 55 bu. 9/1.4/30 115 0 0 brig. 58 22.97 0.00 44.56 0.00
71822 p2A S7 oreston 1.941 1.94 Soybeans,Matured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 133 53.13 0.00 103.06 0.00
71822 p3 S7 korrolk 0.63 0.63 Small Grain Cover N/A 911-3/31 *30 0 *0 brig. 15 5.991 0.001 3.77 0.00
71822 p3 S7 orfollc 0.63 0.63 Wheat,Grain 60 bu. 9/1.4/30 125 0 0 brig. 631 24.97 0.00 15.73 0.00
71822 p3 S7 orfolk 0.63 0.63 Soybeans,Mamacd,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig, 137 54.72 0.00 34.48 0.00
71822 1 p4 S7 INOIfIlk 4.63 4.63 Small Grain Cover N/A 9/1-3/31 1 *30 0 *0 brig. IS 5.99 0,00 27.74 0.00
71822 p4 S7 Norfolk 4.63 4.63 Wheat,Grain 60 bu. 9/1.4/30 125 0 0 Irrig. 63 24.97 0.00 115.59 0.00
71822 p4 S7 Norfolk 4.63 4.63 Soybeans,Matured,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 54.72 0.00 253.37 0.00
71822 p5 S7 Norfolk 4.43 4.93 Small Grain Cover N/A 911-3/31 *30 0 *0 brig. 15 5.99 0.00 29,54 0.00
71822 p5 S7 Norfolk 4.93 4.93 Wheat,Grain 60 be. 9/1.4/30 125 0 1 0 Irrig. 63 24.97 0.00 123.08 0.00
71822 p5 S7 [Norfolk 4.931 4.93 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 1 brig. 137 54.72 0.00 269.79 0.00
71822 p6 S7 Norfolk 5.14 5.14 Small Grain Cover N/A 9/1.3/31 *30 0 *0 brig. 151 5.99 0.00 30.80 0.00
71822. p6 S7 Norfolk 5.14 5.14 Wheat,Grain 60 bu. 9/1.4/30 125 0 0 Irrig. 63 24.97 0.00 128.32 0.00
71922 p6 S7 Norfolk 5.14 5.14 Soybeans,Matured,Double Crop 35 bu. 4/1-9/I5 137 0 0 Irrig. 137 54.72 0.00 281.28 0,00.
71822 p7 S7 Norfolk 4.29 4.29 Small Grain Cover N/A 9/1.3/31 *30 0 *0 Irrig. 15 5.99 0.00 25,70 0,00
71822 p7 S7 orfolk 4.29 429 Wheat,Grain 60 bu. 911-4/30 125 0 0 Irrig. 63 24.97 0.00 107.10 0.00
71822 p7 S7 Norfolk 4.29 4.29 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 brig. 137 54.72 0.00 234.76 0.00
71822 p8 S7 Norfolk 4.13 4.13 Small Grain Cover N/A 9/1-3/31 *30 0 *0 brig. 15 5.99 0.00 24.75 0.00
71822 p8 S7 Norfolk 4.13 4.13 Wheat,Grain 60 bu. 1 9/1-4/30 1 125 0 0 1 brig. 63 24.9?1 0.00 103.11 0.00
523502 Database Version 3.1 Date Printed:2/18/2009 WQT Page Page 5 of 6

Waste Utilization-Table Year 2
Nitrogen Comm. Res. Manure Liquid Solid I Liquid I Solid
PA Pert (1bs/A) PA ManureA Manure Manure Manure
Nutrient Nument NuoientA pplied Applied Applied Applied
Rcq'd Applied polled (acre) (acre) (Field) (Field)
Qbs/A) (l'os/A) (Ibs/A)
Source Total Use. APpbc• Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
71822 p8 S7 Norfolk 4.13 4.13 Soybems,Manured,Double Crop 35 bu. 1 4/1-9/15 137 1 0 0 Img. 1 137 54.72 0.00 226.01 0.00
71822 1 p9 i S7 Norfolk 4.17 4.17 Small Grain Cover N/A 9/1-3/31 *30 0 *0 brig. 15 5.99 0.00 24.99 0.00
71822 p9 S7 Norfolk 4.17 4.17 Wheat,Grain 60 bu. 9/1.4/30 125 0 0 brig. 63 24.97 0.00 104.10 0.00
71822 p9 S7 Norfolk 4.17 4.17 Soybeans,Mmured,Double Crop 35 bu. 4/1-9/15 137 0 1 0 Irrig. 137 54.72 0.00 228,20 0.00
71822 p9A S7 orfollc 2.79 2.79 Small Grain Cover N/A 9/1-3/31 *30 0 *0 Irrig. 15 5.95 0.00 16.72 0.00
71822 p9A S7 [Norfolk 2.79 2.79 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Brig. 63 24.97 0.00 69.65 0,00
71822 p9A S7 orfolk 1 2,79 2.79 Soybeans,Mmured,Double Crop 35 bu. 4/1.9/15 137 0 0 brig. 137 54,72. 0.00 152.68 0.00
71922 p9B S7 orfolk 2.78 2.78 Small Grain Cover N/A 9/1-3/31 *30 0 *0 brig. 15 5.99 0.00 16.66 0.00
71822 p9B S7 orfo0c 2.78 2.78 Wheat,Grain 60 bu. 9/1.4/30 125 0 0 brig. 63 24.97 0.00 69,40 0.00
71822 p9B S7 Norfolk 2.78 2.78 Soybeans,Mmured,Double Crop 35 bu. 411-9115 137 0 0 brig. 137 54.72 0.00 152.13 0.00
Total Applied,1000 gallons 6,433.92
Total Produced,1000 gallons 5,339.52
Balance,1000 gallons -1,094.40
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
523502 Database Version 3.1 Date Printed:2/18/2009 WUT Page Page 6 of 6

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If
applying waste nutrients through an irrigation system,you must apply at a rate that will not result in runoff. This table provides the
maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum
application amount that each field may receive in any one application event.
PP
Irrigation Application Factors
g
Application Rate Application Amount
Tract Field Soil Series (inchesthour) (inches)
71822 pl Foreston 0.50 1.0
71822 p10 Norfolk 0.50 1.0
71822 pit Norfolk 0.50 1.0
71822 p12 Norfolk 0.50 1.0
71822 p13 Norfolk 0.50 1.0
71822 p14 Norfolk 0.50 1.0
71822 p15 Norfolk 0.50 1.0
71822 p2 Foreston 0.50 1.0
71822 p2A Foreston 0.50 1.0
71822 p3 Norfolk 0.50 1.0
71822 p4 Norfolk 0.50 1.0
71822 p5 Norfolk 0.50 1.0
71822 p6 Norfolk 0.50 1.0
71822 p7 Norfolk 0.50 1.0
71822 p8 Norfolk 0.50 1.0
71822 p9 Norfolk 0.50 1.0
71822 p9A Norfolk 0.50 1.0
71822 p9B Norfolk 0.50 1.0
523502 Database Version 3.1 Date Printed 2/18/2009 IAF Page Page I of 1
NOTE: Symbol means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source;
the number of animals in the facility and the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out,this
material must be utilized for crop production and applied at agronomic rates. In most cases,the priority nutrient is nitrogen but
other nutrients including phosphorous,copper and zinc can also be limiting. Since nutrient levels are generally very high,
application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be used for
sludge application. If this is not possible,care should be taken not to load effluent application fields with high amounts of
copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes,
phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PAN Rate Application Rate Minimum Acres Minimum Acres Minimmn Acres
lb1ac 1000 gallac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge-Standard
Com 120 bu 150 13.16 72.21 144.42 216.63
Hey6ton R.Y.E. 300 26.32 36.10 72.21 108.09
Soybean 40 bu 160 14.04 67.70 135.39 203.09
523502 Database Version 3.1 Date Printed: 02-18-2009 Sludge Page Page 1 of

t capacity
The Available Waste Storage Capacity table provides an estimate of the number of days of storage a g available
at the end of each month of the plan. Available storage capacity is calculated as the design storage capacity in days
minus the number of days of net storage volume accumulated. The start date is a value entered by the user and is
defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or
holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design storage
capacity of the facility. If the available storage capacity is greater than the design storage capacity,this indicates that
the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is negative,
the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these
situations indicates that the planned application interval in the waste utilization plan is inconsistent with the
structure's temporary storage capacity.
Available Waste Storage Capacity
Source Name Swine Feeder-Finish Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/1 180
Plan year Month Available Storage Capacity(Days)'
1 1 90
1 2 111
1 3 129
1 4 148
1 5 166
1 6 180
1 7 149
1 8 118
1 9 124
1 10 124
1 11 125
1 12 125
2 1 125
2 2 128
2 3 128
2 4 179
2 5 180
2 6 180
2 7 180
2 8 180
2 9 180
2 10 149
2 11 119
2 12 119
s Available Storage Capacity is calculated as of the end of each month.
523502 Database Version 3.1 Date Printed: 02-18-2009 Capacity Page Page l of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during operation
or land application. Any discharge of waste that reaches surface water is
prohibited.
2. There must be documentation in the design folder that the producer either owns
or has an agreement for use of adequate land on which to properly apply the
waste. If the producer does not own adequate land to properly dispose of the
waste, he/she shall provide evidence of an agreement with a landowner,who is
within a reasonable proximity, allowing bim/her the use of the land for waste
application. It is the responsibility of the owner of the waste production facility to
secure an update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application, receiving
crop type, or available land.
3. Animal waste shall be applied to meet,but not exceed, the nitrogen needs for
realistic crop yields based upon soil type, available moisture, historical data,
climatic conditions, and level of management, unless there are regulations that
restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land eroding at more than 5 tons per acre per year but
less than 10 tons per acre per year provided grass filter strips are installed where
runoff leaves the field (see USDA,MRCS Field Office Technical Guide Standard
393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by dishing after waste application.
Waste should not be applied when there is danger of drift from the land
application field.
6. When animal waste is to be applied on acres subject to flooding,waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to
conservation tilled crops or grassland, the waste may be broadcast provided the
application does not occur during a season prone to flooding(see "Weather and
Climate in North Carolina" for guidance).
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such
that runoff does not occur offsite or to surface waters and in a method which does
not cause drift from the site during application. No ponding should occur in order
to control odor and flies.
--- -- --- ---- ------- -- - -- ----- - -------- --- ..... -
523502 Database Version 3.1 Date Printed:2/18/2009 Specification Page I

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 drop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied from
a lagoon that is a component of a swine farm shall be at least 50 feet from any
residential property boundary and canal. Animal waste, other than swine waste
from facilities sited on or after October 1, 1995, shall not be applied closer that 25
feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than
those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over-spraying. Animal waste may be applied to
prior converted cropland provided the fields have been approved as a land
application site by a "technical specialist". Animal waste shall not be applied on
grassed waterways that discharge directly into water courses, and on other
grassed waterways,waste shall be applied at agronomic rates in a manner that
causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks,
etc., shall not be discharged into the animal waste management system.
------------------------- ---------------------- -
- - ---- ---- - - ----- - -- -- -- - -- ----
523502 Database Version 3.1 Date Printed:2/18/2009 Specification Page

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 drops for
direct human consumption, it should only be applied pre-plant with no further
applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom elevations of
the temporary storage (pumping volume) of all waste treatment lagoons.
Pumping shall be managed to maintain the liquid level between the markers. A
marker will be required to mark the maximum storage volume for waste storage
ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the
rate-determining nutrient, unless other restrictions require waste to be applied
based on other nutrients, resulting in a lower application rate than a nitrogen
based rate. Zinc and copper levels in the soils shall be monitored and alternative
crop sites shall be used when these metals approach excessive levels. pH shall be
adjusted and maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste application
records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five (5)
years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
---------- -- - -- ---- - --- ... - ---
523502 Database Version 3.1 Date Printed:2/18/2009 Specification Page 3

Crop Notes
The following crop note applies to field(s):pI,p2,p2A
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):p10,p11,p12,p13,p14,p15,p3,p4,p5,p6,p7,p8,p9,p9A,
p9B
Corn: CP,Mineral Soil,medium leaching
In the Coastal Plain,com 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.
------- --------- - -------- --------------------------
523502 Database Version 3.1 Date Printed: 02-18-2009 Crop Note Page Page I of 3

The following crop note applies to field(s): pl,p2,p2A
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):p10,p11,p12,p13,p14,pl5,p3,p4,p5,p6,p7,p8,p9,p9A,
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):p1,p2,p2A
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.
----------------------------------------------------- ------------------------------------------------------
523502 Database Version 3.1 Date Printed: 02-18-2009 Crop Note Page Page 2 of 3

The following crop note applies to field(s): p10,pl 1,p12,p13,p14,p15,p3,p4,p5,p6,p7,p8,p9,p9A,
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 20-30 Ibs/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):pl,p2,p2A
Small Grain Cover Crop
The following crop note applies to field(s):p10,pl 1,p12,p13,p14,p15,p3,p4,p5,p6,p7,p8,p9,p9A,
p9B
Small Grain Cover Crop
- --------- ------- ------------------------- g 8
523502 Database Version 3.1 Date Printed: 02-18-2009 CropNote Page Page 3 of 3

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WETTABLE ACRES
IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
Landowner / Operator Name Ronald Ezzell Farm 1-8(31-246) COUNTY Duplin
Adress 470 South Carrolls Rd
Warsaw, NC 28398 DATE 10/12/01
Telephone [phone]
TABLE 1 • Field Specifications
Approximate Maximun Maxiumn
Hydrant acres acres. acres Maximun Length Width Application Application
or start end middle stop end Useable Size of of Rate(3) per Irrigation
Tract field(1) wetted wetted wetted of field(2) pulls pulls Slope cycle(3)
Number Number area area area (acres) Table column in feet in feet Soil Type (%) Crop(s) (in/hr) (inches)
71822 pl 0.63 4.65 0 5.28 EE85 B-C 880 230 Foreston 05 Corn,Wheat,Soybean 0.5 1
71822 p2 0.6 4A4 0 4,64 EE70 S C 880 200 Foreston 0-5 Corn,Wheat,Soybean 0.5 1
71822 p2a 0,63 1.31 0 1.94 EE85 B-C 248 230 Foreston 05 Corn,Wheat,Soybean 0,51 1
71822 p3 0.631 0 ol 0.63 EE85 B C 0 01 Norfolk 0.5 ICorn,Wheat,Soybean 0.51 1
718221 P4 1 0.63 4 0 4.63 EE85 3 C 758 2301 Norfolk 0.5 Corn,Wheat,Soybean 0.5 1
71822 P5 1 0,63 4.3 0 4.93 EE85 B C 815 230 Norfolk OS Corn,Wheat,Soybean 0.5 1
71822 p6 0.63 4.51 0 5.14 EE85 B C 855 230 Norfolk 0.5 Corn,Wheat,Soybean 0.5 1
71822 p7 0.53 3.76 0 4,29 E170 B C 819 2001 Norfolk 0.5 Corn,Wheat,Soybean 0.5 1
71822 p3 0.53 3.6 0 4.13 E170 B C 785 nol Norfolk 0.5 Corn,Wheat,Soybean 0.5 1
71822 p9 0.53 3.64 0 4,17 E170 B C 792 200 Norfolk 05 Corn,Wheat,Soybean 0.5 1
l see attached map.
2 Total field acreage minus required buffer areas.
3 Refer to N.C. Irrigation guide,Field Office Technical Guide,Section II G.Annual application must not exceed the agronomic rates for the soil and crop used.
Wettable Acre Computational Worksheet Completed by: IBilly W Houston Date 10.12.01

WETTABLE ACRES
IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
Landowner/ Operator Name Ronald Ezzell Farm 1-8(31-246) COUNTY Duplin
Adress 470 South Carrolls Rd
Warsaw, NC 28398 DATE 10/12/01
Telephone [phone]
TABLE 1 - Field Specifications
Approximate Maximun Maxlumn
Hydrant acres acres acres Maximun Length Width Application Application
or start end middle stop end Useable Size of of Rate(3) per Irrigation
Tract field(1) wetted wetted wetted of field(2) - pulls pulls Slope cycle(3)
Number Number area area area (acres) Table column in feet in feet Soil Type (q) Crop(s) (in/hr) (inches)
71822 p9a 0.53 2.26 0 2,79 E170 B C 493 200 Norfolk 05 Corn,Wheat,So bean 0.5 1
71822 p9b 0,63 2.15 0 2.78 EE85 3 C 408 230 Norfolk 05 Corn,Wheat,So bean 0.5 1
71822 p10 0.63 5.6 0 6.23 EE85 B-C 1061 230 Norfolk 0-5 Corn,Wheat,So bean 0.5 1
71822 P11 0.53 5.05 0 5.58 E170 B C 1100 200 Norfolk 0.5 Corn,Wheat,So bean 0.5 1
71822 P12 0.63 5.81 0 6.44 EE85 B-C 1100 230 Norfolk 0-5 Corn,Wheat,So bean 0.5 1
71822 p13 0.63 3.78 0 4.41 EE85 B-C 715 230 Norfolk 0-5 Corn,Whea,Soybean 0.5 1
71822 p14 0.53 3.01 0 3.54 E170 B-C 656 200 Norfolk 05 Corn,Wheat,Soybean 0.5 1
71822 p15 0.63 3.41 0 4.04 EE85 B-C 645 230 Norfolk 05 Corn,Wheat,Soybean 0.5 1
1 see attached map.
2 Total field acreage minus required buffer areas.
3 Refer to N.C.Irrigation guide,Field Office Technical Guide,Section 11 G.Annual application must not exceed the agronomic rates for the soil and crop used.
Wettable Acre Computational Worksheet Completed by! Billy W Houston Date 10.12.01

Irrigted Acreage Determination Procedures
for V.'astewater Application Equipment
Hard Hose Traveling (CqeAkj System
FIELD DATA @/ilORKSHEM
1. Make and model number
2. Hose length 0 ] 00 [feet] and hose inside diameter (ID) [inch]
3. Gun make and model number. Ne 0n 100
4. Gun nozzle size [inch], P6 alfrng orifice, .'1S 3*0 taper bore orifice
S. Gun arc angle (P_ [degrees]
6. Travel lane spacing 00 _ [feet]. Indicate whether uniform or random.
Number of exterior hydrants (2 _. Number of interior hydrants _ I -
7. Gun wetted diameter &I_ [feet]. ✓measured or_ based on gun chart.
8. Gun pressure [psi] _�observed at working gauge,
determined from gun charts, calculated (show calculations)
**9. Operating pressure at hose reel ZS [psi]. ✓observed at working gauge or
n
provided by owner.
**10. Supply line size + [inch] (from pump to last hydrant)
**I I. Supply line length feet (maximum pumping distance)
**12. Supply line type _�PVC or aluminum
**13. Pump make and model number
**14. Pump capacity [gpm]
**15. Engine make and model number
or
**16. Electric motor horsepower and rpm [hp] [rpm]
Note: It is strongly recommended that you field determine wetted diameter and operating
pressure at the reel and gun.
Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart
for each travel lane and show the distance traveled. Show the location of the supply line.
Irrigated acres are determined by the travel lane.
** Optional data, furnish where possible.
p Information furnished by
_
Y. Jam_ col and,lor
Signature of oi.ner or fac .., representative signature of technical specialst
Printed name of gowner or facility representative Printed name of technical specialist
Date 0l Dare
***Only the person or people collecting the data should sign the Field Data FVorksheet.
13

(Multiple u»rkshects may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Bose `fi,avelineg dill System
COMPUTATIONAL VVUijiSs6jrr g
1. Farm number (identification) ,` 1 '94. Field number (identification) �
2. Irrigation system designation ✓ Existing irrigation system _New/expanded irrigation system
3. Number of travel lanes # Interior lanes ) # Exterior lanes V-0 feet] Length of pull(LI)
# Interior lanes 9- # Exterior lanes Wo [feet] Length of pull(L2)
# Interior lanes 'LA # Exterior lanes 2AP [feet] Length of pull(L3)
4. Wetted diameter .2,a [feet] from Field Data Worksheet
5. Spacing $Dp-Hydrant spacing [feet] [as a percentage of wetted diameter)
6. Hydrant layout /Multiple hydrants _Single hydrant — Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel Iane length (L, —Interior or ✓Exterior (lane/hydrant)
P-1 0. 63 (a) Acres start end of pull from Table E9WColumn B
Ll br(b) Acres middle portion of pull (LI)
(Pull lengthy [feet] X Wetted width.230 [feet])./43,560
_ Q (c) Acres stop end of pull from Table EEflS" Column c*
S,Z? Total acres for travel lane length (LI) (Sum: a + b + c)
Travel lane length (L, _Interior or -"Exterior (lane/hydrant)
_.b,60 (a) Acres start end of pull from Table 90 Column
P-2 LsiZ_ (b) Acres middle portion of pull (L2)
{Pull length [feet] X Wetted width 1 DJ (feet]) / 43,560
O (c) Acres stop end of pull from Table fj79p Column G
4,6$ Total acres for travel lane length (L2) (Sum:a + b + c)
Travel lane length (L, Interior or ,,� Exterior (lane/hydrant)
_�� 0,63 (a) Acres start end of pull from Table f Column 40
1.3) (b) Acres middle portion of pull (L3)
(Pull length;iW[feet] X Wetted width.2 D [feet]) /43,560
1 (c) Acres stop end of pull from Table EEBs' Column a
_IA+Total acres for travel lane length (L3) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
..#' (a) Acres per travel lane length (LI) X # Lanes Acres
4.64 (b) Acres per travel lane length (L2) X # Lanes = Acres
1.9 (c) Acres per travel lane length (L3) X # Lanes = acres
Total CA-b'-NIP wettable acres for field (Sum: &a + 8b + 8c)
Wettable Acre Computational Work-sheet Completed by: 1 Date: 01 0 01
Signature of technical specialist
15

0Jhdt ple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard) Bose Traveling (Gun Systenj
C®MPUTATHONAL Qli ORKSHEET
1. Farm number (identification) _ 1-24L Field number (identification)
2. Irrigation system designation ✓ Existing irrigation system _New/expanded irrigation system
3. Number of travel lanes # Interior lanes 3 # Exterior lanes - feet] Length of pull(Ll)
# Interior lanes_ 4 # Exterior lanes 7,Tk [feet] Length of pull(L2)
# Interior lanes J� # Exterior lanes J"Ir [feet] Length of pull(W)
4. Wetted diameter .1 I [feet] from Field Data Worksheet
S. Spacing �Hydrant spacing [feet] [as a percentage of wetted diameter]
6. Hydrant layout Multiple hydrants _Single hydrant _Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L ) —Interior or ✓Exterior (lane/hydrant)
y.63 (a) Acres start end of pull from Table Cj: Column ,0
p s (b) Acres middle portion of pull (LI)
{Pull length_ [feet] X Wetted width_ [feet]( / 43,560
(c) Acres stop end of pull from Table 9 Column G
0,65 Total acres for travel lane length (LI) (Sum: a + b + c)
Travel lane length (L ) _Interior or ✓ Exterior (lane/hydrant)
P + 0 h'k (a) Acres start end of pull from Table�Z.Column
�.D (b) Acres middle portion of pull (L2)
(Pull length rn:: [feet] X Wetted width, 1b [feet]] /43,560
o (c) Acres stop end of pull from Table FEBS Column G
�.63 Total acres for travel lane length (1,2) (Sum: a + b + c)
Travel lane length (L) _Interior or -,"'Exterior (lane/hydrant)
S 0.63 (a) Acres start end of pull from Table_159W Column.0
P' ''M 0 (b) Acres middle portion of pull (L3)
{Pall length [feet] X Wetted width�3y [feet]) /43,560
0 (c) Acres stop end of pull from Table.J;EPS' Column o
4,MI Total acres for travel lane length (1-3) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
0.69 (a) Acres per travel lane length (Ll) X #Lanes = Acres
t .63 (b) Acres per travel lane length (L2) X # Lanes = Acres
10 (c) Acres per travel lane length (L3) X # Lanes = Acres
Total CAWNIP-wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: Date: o-
Sionatu a of technical specialist
5

(7futtlple trorksheets tray be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose `u-avellrlg (CCttra system
COMPUTAU9UWAL lfi/ORKSHEET
1. Farm number (identification) 3)- ] Field number (identification)
2. Irrigation system designation `�Existing irrigation system _New/expanded irrigation system
3. Number of travel lanes # Interior lanes 6 # Exterior lanes r SJ-feet] Length of pull(Ll)
# Interior lanes # Exterior lanes S''/;I [feet] Length of pull(L2)
# Interior lanes # Exterior lanes Wr[feet] Length of pull(L3)
4. Netted diameter _ [feet] from Field Data Worksheet
S. Spacing Hydrant spacing [feet] [as a percentage of wetted diameter]
6. Hydrant layout _Multiple hydrants —Single hydrant _Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L, Interior or ✓Exterior (lane/hydrant)
A- 6 9 63 (a) Acres start end of pull from ' Table£ ,- Column 4
4X1_(b) Acres middle portion of pull (LI)
(Pull Iength�—r[feet] X Wetted width, [feet]) /43,560
0 (c) Acres stop end of pull from Table Column G
J 1)4 Total acres for travel lane length (Ll) (Sum: a + b + c)
Travel lire length (L-) Interior or_Exterior (lane/hydrant)
P-� _�.J (a) Acres start end of pull from Table_� _` Column 13
3,76 Acres middle portion of pull (L2)
[Pull lengtheP]q [feet] X Wetted width Z00 [feet]) /43,560
_0(c) Acres stop end of pull from Table f' 7b Column L
+29 Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L ) t�interior or_Exterior (lane/hydrant)
CQV5 (a) Acres start end Of Pull from Table 9XQQ Coltman
3AP (b) Acres middle portion of pull (L3)
[Pull lengthy [feet] X Wetted width Oo [feet]) / 43,560
0 (c) Acres stop end Of pull from Table EP20 Column 6
,[3 Total acres for travel lane length (L3) (Sum: a + b + c)
B. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
S14 (a) Acres per travel lane length (Ll) X # Lanes = Acres
K 101 (b) Acres per travel lane length (L2) X # Lanes . = Acres
I3 (c) Acres per travel lane length (L3) X # Lanes = Acres
i3S6 Total CAWNIP wettable acres for field (Sum: &-i + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: v^ Date: 0- O-01
Signature of technical specialist
15

(.:fultiple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hared Hose `n raveling Gun System
COMPUTATIONAL WORKSHEET
I. Farm number (identification) 3( - .24-6 Field number(identification) S— 'o., /
2. Irrigation system designation v Existing irrigation system _New/expanded irrigation system
3. Number of travel lanes q_# Interior lanes # Exterior lanes r?q?feet] Length of pull(Ll)
# Interior lanes # Exterior lanes +19 [feet] Length of pull(L2)
it Interior lanes �# Exterior lanes 4k [feet] Length of pull(L3)
4. Wetted diameter _ [feet] from Field Data Worksheet
5. Spacing Hydrant spacing [feet] [as a percentage of wetted diameter]
6. Hydrant layout Multiple hydrants —Single hydrant _Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane Iength (Ij--"'Interior or—Exterior(lane/hydrant)
y� OS3 (a) Acres start end of pull from Table 7 a Column Q
1" '9 3,6(f (b) Acres middle portion of pull (LI)
(Pull length r2g2 [feet] X Wetted width 2W (feet]) /43,560
D (c) Acres stop end of pull from Table Column G_
�_Total acres for travel lane length (LI) (Sum: a + b + c)
Travel lane length (Ij ✓Interior or_Exterior (lane/hydrant)
0,S3 (a) Acres start end of pull from Table K.T 90 Column,—
P^qA 2.2b (b) Acres middle portion of pull (L2)
{Pull lend h-4,U [feet] X Wetted width ZW [feet]( /43,560
(c) Acres stop end of pull from Table &T00 Column C
J,n Total acres for travel lane length (L2) (Sum: a + b + c)
Travel Iane length (L ) Interior or ✓Exterior (lane/hydrant)
n 0 (a) Acres start end of pull from Table Molr Column
(b) Acres middle portion of pull (L3)
]Ptdl length__ [feet] X Wetted width, JO [feet)( /43,560
U (c) Acres stop end of pull from Table EE Column G
2-7,?Total acres for travel lane length (L3) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
2(a) Acres per travel lane length (LI) X # Lanes = Acres
(b) Acres per travel lane length (L2) X # Lanes = Acres
(c) Acres per travel lane length (L3) X # Lanes = Acres
414 Total CAWINIP wettable acres for field (Sum: &a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: 46 g Date: /0 ID -01
Signature of technicat specialist

(.•Wi ltigle worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose TrkAWA g Gun System
COMPUTATIONAL WORKSHEET
I. Farm number(identification) 1 24�, Field number(identification) S c„< �J
2. Irrigation system designation Existing irrigation system _New/expanded irrigation system
3. Number of travel lanes # Interior lanes )0 # Exterior lanes 1061 feet] Length of pull(LI)
1_# Interior lanes_# Exterior lanes 1/00 [feet] Length of pull(L2)
# Interior lanes 12 # Exterior lanes 07 [feet] Length of pull(L3)
4. Wetted diameter _ [feet] from Field Data Worksheet
5. Spacing Hydrant spacing [feet] [as a percentage of wetted diameter]
6. Hydrant layout _Multiple hydrants _Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L, _Interior or ✓Exterior(lane/hydrant)
0.63 (a)Acres start end of pull from Table CEPf� Column d
p^/� 5;6D (b) Acres middle portion of pull (Ll)
(Pull length 06 (feet] X Wetted width 2, D [feet]] /43,560
b (c) Acres stop end of pull from Table FE r Column G
6.2-3 Total acres for travel lane length (Ll) (Sum: a+b + c)
Travel lane length ✓ Interior or_Exterior (lane/hydrant)
O.9-3 (a) Acres start end of pull from Table � 70 Column jO
p- I _CjQ,� (b) Acres middle portion of pull (L2)
(Pull length [feet] X Wetted width ZLV [feet]] /43,560
O (c) Acres stop end of pull from Table EPP) Column a
SEE-Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L, Interior or ✓Exterior (lane/hydrant) _
0.61 (a)Acres start end of pull from Table Column 19
A"�2 .541 (b) Acres middle portion of pull (L3)
(Pull length 00 [feet] X Wetted width 2.30 [feet]( / 43,560
t) (c) Acres stop end of pull from Table �B.S Column G
6M Total acres for travel lane length (1-3) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
.23 (a) Acres per travel lane length (LI) X #Lanes = Acres
SS? (b) Acres per travel lane length (L2) X # Lanes = Acres
ON (c) Acres per travel lane length (L3) X # Lanes = Acres
"Total CAW<SP wettable acres for field
(Sum: &a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by:
13rSb �-- Z I' 181Z�Y Signature of technical specialist
1 - q-1 s ,

(\!udtiple uorksheels may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose `jreAvvfirj�q C�lslj Sy5keUuj
C®MPUTATH©i AR. WORKSHLET
1. Farm number(identification) ,44 Field number (identification)
2. Irrigation system designation Existing irrigation system _New/expanded irrigation system
3. Number of travel lanes # Interior lanes 13 # Exterior lanes ?(S feet] Length of pull(LI)
[4 # Interior lanes # Exterior lanes 6SG [feet] Length of pull(L2)
# Interior lanes 1-5 # Exterior lanes 6'fr [feet] Length of pull(L3)
4. Wetted diameter _ [feet] from Field Data Worksheet
S. Spacing Hydrant spacing [feet] [as a percentage of wetted diameter]
6. Hydrant layout _Multiple hydrants _Single hydrant — Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L-)_Interior or ✓Exterior (lane/hydrant)
I'^13 _I�La (a) Acres start end of pull from Table JE65hr Column d
3 rl? (b) Acres middle portion of pull (LI)
(Pull length__glr[feet] X Wetted width 210 [feet]) /43,560
0 (c) Acres stop end of pull from Table rf FA_ Column G
Total acres for travel lane length (LI) (Sum: a + b + c)
Travel lane length (L) ` Interior or_Exterior (lane/hydrant)
^14+ 0.99 (a) Acres start end of pull from Table CT 90 Column_
-1,01_ (b) Acres middle portion of pull (L2)
[Pull length 6�6b [feet] X Wetted width.20 0 [feet]) /43,560
0 (c) Acres stop end of pull from Table r-;l 0 Column C
3.54 Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length Interior or!Exterior (lane/hydrant)
p,15 0,6n (a) Acres start end of pull from Table EiEfi Column (�
1 (b)Acres middle portion of pull (L3)
(Rill length_b&&[feet] X Wetted width ;,10 [feet]) /43,560
0 (c) Acres stop end of pull from Table Column G
y•04 Total acres for travel lane length (L3) (Sum: a + b + c)
8. Nfultiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
4.41 (a) Acres per travel lane length (LI) X # Lanes = Acres
3.54 (b) Acres per travel lane length (L2) X # Lanes = Acres
4,04 (c) Acres per travel lane length (L3) X # Lanes = Acres
11,31 Total CAWNIP wettable acres for field (Sum: &a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: + C Date: 0-)0^6)
Signatu
01 A is
re of technical specialist
f u}a� `1S,5 9

NMOON 100 SERIES BIG GUN® PERFORMANCE - U.S. UNITS
100 TAPER BORE NOZZLE 100T
IODT-Specify size when ordering
FI
0.50" 0.55' 0.60' 0.65' 0.70' 0.75' 0.80' 0.85' 0.90' 1.0'
9309-050 9309-055 9309-060 9309-065 9309-070 9309-075 9309-080 9309-085 9309-090 9309-100
PSI GPM o rr. GPM own GPM wan GPM awn GPM aunt GPM awn GPM owR GPM wwn GPM awn GPM wart.
40 47 191 57 202 66 213 78 222 91 230 103 240 118 250 134 256 152 262 1 -
50 50 205 64 215 74 225 87 235 100 245 115 256 130 265 150 273 165 280 204 300
60 55 215 69 227 81 240 96 250 110 260 126 270 743 280 164 288 182 295 224 316
70 60 225 75 238 88 250 103 263 120 275 136 263 155 295 177 302 1.97 370 243 338
80 64 235 79 248 94 260 110 273 128 285 146 295 165 305 189 314 210 325 258 354
90 68 245 83 258 100 270 117 283 135 295 155 306 175 315 201 326 223 335 274 362
100 72 255 87 268 106 280 123 293 143 305 163 316 185 325 212 336 235 345 289 372
110 1 76 265 1 92 278 1 111 290 1129 303 1 150 315 1 171 324 1 195 335 1222 3441 247 355 304 380
100 TAPER RING NOZZLE 100TR COMPONENTS:
100TR= Body+Cap+ 1 Taper Ring Body 001 #9257-in N6745
Cap
Specify size when ordering
i o �
Flow Path
0.64' 0.68" 0.72' 0.76' 0.80, 0.84" 0.88" 0.92' 0.96"-
9257-016 9257-017 9257-018 9257-019 9257-020 9257-021 9257-022 9257-023 9257-024
PSI GPM off.. GPM Dort. GPM a R GPM own GPM a n GPM awn GPM M-a GPM own GPM awn
40 67 212 76 219 86 225 98 233 110 242 125 250 136 254 151 259 166 275
50 75 224 85 231 97 240 110 250 123 258 139 266 152 271 169 279 185 288
60 83 239 94 246 106 254 120 264 735 273 153 281 167 286 186 294 203 303
70 89 249 101 259 114 268 130 277 146 286 165 295 180 300 2OO 309 219 320
80 95 259 108 269 122 278 139 288 156 297 176 306 193 313 214 324 235 336
90 101 268 115 278 130 289 147 299 166. 308 187 317 204 324 227 334 1 249 345
100 107 278 121 288 137 298 155 308 175 318 197 327 216 334 240 344 262 355
110 112 288 127 298 143 308 1 163 317 183 326 207 336 226 342 251 353 275 364
100 RING NOZZLE 100111 COMPONENTS:
100R= Body+Cap +Set of 7 Rings Body, Ring Cap
Specify size when ordering #9956-001 #6738-;2i #7872
�S—L�Y�
Complete set of 7 rings only= #6847 '����]�\j(�y�J�J� ]D O
i Flow P
0.71" 0.77' 0.81" 0.86' 0.89' 0.93' 0.96'
6738-071 6738-077 6738-081 6738-086 6738-089 6738-093 6738-096
PSI GPM wwn GPM wwn GPM w R GPM w R GPM wan GPM o Fr GPM ova n.
40 66 208 78 212 91 215 103 224 118 235 134 238 152 242
50 74 220 88 225 100 230 115 240 129 250 150 255 167 260
60 87 235 96 240 170 245 125 260 141 270 164 275 183 280
70 BB 245 104 250 118 260 135 275 152 290 177 295 198 300
80 94 255 111 265 127 275 145 285 163 300 189 305 211 315
90 99 265 117 275 134 285 154 295 173 310 201 315 224 325
100 105 270 124 280 142 295 162 305 182 320 212 325 236 335
110 110 275 130 290 149 305 170 315 1 191 325 1 •222 335 1 248 345
2C eq�6a p.r pienm.n daa Fa.b.n d4a'rW u.dv iM�. m.dem oM.nq 6.Mv+.'r aP- -.M wN.O"v hdo/ic r+mo misae vaivlw..Ndwn Imwsm C>isA�a mkr m�r.u�m r.pdm dgir m.lfv�v:H.n:y,v awl Mr
Nelson Irrigation Corporation 848 Airport Rd. Walla Walla,WA 99362 USA Tel:[phone] Fax:[phone] E-mail:[e-mail] Web site:www..nelsortirrigation.com

1�
Operator:RONNIE EZZELL County: DUPLIN Date: 12/05/91
Distance to nearest residence (other than owner) : 1000.0 feet
1. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. - 0 lbs
2880 head (finishing only) x 135 lbs. 388800 The
0 sows (farrow to wean) x 433 lbe. = 0 The
0 head (wean to feeder) x 30 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 388800 The
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 388800 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 388800 cubic feet
3. STORAGE VOLU14E FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet ; "Owner requests no sludge storage.
Sludge will be removed as needed."
4. TOTAL DESIGN VOLUME
Inside top length 350.0 feet ; Inside top width 210.0 feet
Top of dike at elevation /OPt31ez-s feet
' Freeboard 1.0 feet ; Side slopes 2.5 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation ItT 9- feet ble
Bottom of lagoon elevationll-` 3 gT:9. feet J(l I91•g3
Seasonal high water table elevation 95.7 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDEl SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 345.0 205.0 10.0
AREA OF TOP
LENGTH * WIDTH =
345.0 205.0 70725.0 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH -
295.0 155.0 45725.0 (AREA OF BOTTOM)
C00101150795

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
350.0 210.0 73500.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 73500.0 square feet
Design temporary storage period to be 180 days.
SA. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 388800 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 94947 cubic feet
53. 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
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume - 42875.0 cubic feet
C001011.50796

5➢. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 42875.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 94947 cubic feet
5B. 0 cubic feet
5C. 42875 cubic feet
5D. 42875 cubic feet
TOTAL 180697 cubic feet
6. SUMMARY
Total required volume 569497 cubic feet
Total design volume avail. 578083 cubic feet
Min. req. treat nt volume plus sludge accumulation 388800 cubic feet
At elev.cl��1399:-h feet j Volume is 390018 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 535208 cubic feet
At elev.l0(.^3194:2' feet 7 Volume is 529247 cubic feet (start pumping)
Seasonal high water table elevation 95.7 feet
7. DESIGNED BY_,�)D�A V3.1��/�V' APPROVED BY:
DATE: (1,-L'_ •a� DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
C00101150191

Onerator:Ronnie Ezzel.l County: Duplin Da tee: /1-.2--Ctf
Di.stanc,• to nearest re_:id-, co::, (oti-jer t'r,_n owner) : 0 fee'c
AVERAGE LIVE WEIGHT (ALW)
G sows (farrow to finish) x 1417 lb :. = 0 lbs
0 sell-- (farrow to feeder) x 522 lbs. - 0 lbb
1440 need (finishing only) x 135 lbs. = 19440?� lbs
0 sous (farrow towean) x 433 lbs. = 0 lbs
0 'need (wean to feeder) x 30 lbs. = 0 lbs
Doacribe other G) 1b3
Teo,al Average Live Weight 1-944:00 lba
2. MINIMUM REPUIRED TREATMENT VOLUME OF LAGOON
Volume = 194400 lbs. ALW Y. Treatment Vo'•n
Treatment Volum'e(CF)/lb. ALW ? CF/lb. ALW
Volume 1S^-200 cubic feet
3. STORAGE VOIJYI FOR SLUDGE 4CCUKULATION
Volume - 0 cubits :Feet
4. TOTAL DESIGNED VOLUME
In-side top length (feet)--------------------- 212.5
Inside to ,
Top of nir2 elev<ticn Cfee',:J---------------- - 50. :
Botton'; of lagoon _Irvation (feet)------------- 40.
Freeboard (feet)----------------------------- 2 .0
Side slope, (inside lagoon)------------------ 3. 0 ?.
Total design volume i_sing prismoidal 'ormula
SS/END! SS/EtiD2 .^-S/SIDi:1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 31 P 20G. 5 208. 5 9. 1
I
I
AREA OF TOP
LE;;GTH - WIDTH =
205. 5 208.5 43055. 25 (AREA OF TOP)
AREA OF BOTTOM,
LE'VKH WIDTH =
151.9 153.9 23377.41 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENL T N - 'WIDTH t
179. 2 181.2 12982.4. 16 (AREA OF MIDSECTION ^' 4)
i
CU. FT. _ {AREA TOP (II'-APEA X-,D9PCTIQN) AREA BOTTOM) DE^TH/G
43055. 3 1298,84.2 23377. 1 1.
i
Total Designed Volume Available =297747, 18 CU. FT.

5. TEMPORARY STORA07 REQUIRED
DRAZ"AGF AREA:
Lagoon (top of dike)
Leg}gth - Width =
212.5 214. 5 45531.3 square feet
Buildings (roof and lot slater)
0.0 square feet Describe this area.
TOTAL LA 45591.= square -feet
Design temporary storage period to be 180 days.
5A. Volume of taste produced
Feces urine production in gal. /day per 135 1_b. ALW 1. 37
Volume = 1^P 00 lbs. AL'.:'/135 l bs AL W x 1. 27 gal/day 1.80 day
Volume = 335104 gals. or 4747.3.8 cubic feet
5B. Volume of wash rater
This is the amount of fresh water used for washing floors or volume
or fresh valor used r a flush system en or excess water. Flush systems
that recirculate He lagoon :later are accounted for in 5A.
Volume = 0.0 gallons/day 180 days atorage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds ovapor:ation by largest amount.
184 days excess rainfall 7. r, inchrs
Volume = 7.0 inches DA / 12 inches per foot
Volume = 26589. 1 cubic feet
5D. Volume of 25 year - 2e hour store
Volume = 7. 5 inches / 12 inches per foot - DA
Volume 0 2000 .^ cubic_ feet
TOTAL 3EAUT.RED TERPORARY STORAGE
5A. 4 474 cubic :feet
51. 0 cubic feet
SC. 26589 wobic lee'_
5D. 2$438 cubic Nat

Temporary -.ilorags orrriod==za=—c=::cc.::===v==> 1 _o.R, days
r"3 i ri1-all -:) ex:p r'
Cs- of evapoa,.io'n==c =___cv=> 7 G 'incl)ess
25 year - 21' hoer .-ai.nas•ti===== ________ °_-_ 5 ,.nches
Inside top length=____ _ _________ ________> 222. 5 fer_-t
214. 5 ::r,--t
Top oz dike c-=re•rat£on==== ___— 50. 7 :eec
Bottom o£ Lagoon e).evai icm==___________ ____> 40, 6 Aec-
Total require vnterne= ---= ------=---=-__=> 29G":5:. ou. _t.
Ac;_u l design, 'vol.umr__=-= 12 cu. f c.
Seasonal higi, :;titer{able eleva;.irn (S4iWT)====> SG. 0 tee:
StopA7 um ing Clay, c=a=_c___ ____..._c_._.:_.cc==?
p p _l. 1 %ee?t
Oust. be > or to $he SMWI, .elev. 46, @; g ct
,lust. be > or = to ur r,. req. :sr'atmF'nt el -> 116. r, fer-t
Fit?gvired minImITh --,c ment 41J?d ======ar::==} 194"5,(_1 CU. It.
volume tri Stop pumping elcvat or._____________ 135853 cu. ,;..
Start PUTiipin� erey, A9. 2 le
Et
Nu-t be 8i3 bottom O;`. fig.-:'bo2,]'G .. 25 yr, )--_
Actual volume less 25 yr - 24 per r_infall===> 2 TM9 cu.
Volume at start pumping elav 'cinir==== ___=-_> 258-14 cu. -'c.
?equirec v'_lume to be pumped=======--==-----} 74063 cu.
Actual volume to be pumpe:;s= c--== __ =n==; 72362 cu. rt.
elfin. thichnesc os soil 1=_ner when req+ei.red--7 1. 5 -'eet
7. DrSZONED BY: APP.'=OY;^p BY:
DATE-. H-.i 9CF DA TIE
:
DOTE: SEE ATTACMED :TASTE UTILIZATION PLAN
COP1t?rI.'TS�

II
Operator:RONNIE EZZELL County: DUPLIN Date: 05/24/94
Distance to nearest residence (other than owner) : 1500. 0 feet DSO
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
1440 head (finishing only) x 135 lbs. = 194400 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : 0
Total Average Live Weight = 194400 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 194400 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 194400 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION 9b VC(-UK4F- MNC- .UDEs� A'r
Volume = 0. 0 cubic feet
®WN�.RS AF-c�)Oesr
4 . TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 210. 0
Inside top width (feet) ---------------------- 210. 0
Top of dike elevation (feet) ----------------- 51. 6
Bottom of lagoon elevation (feet) ------------ 40. 6
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 . 0 204 . 0 204 . 0 10. 0
AREA OF TOP
LENGTH * WIDTH =
204 . 0 204. 0 41616 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
144. 0 144.. 0 20736 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
174 . 0 174. 0 121104 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6
41616.0 121104 . 0 20736. 0 1.
Total Designed Volume Available = 305760 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
210. 0 210. 0 44100.0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 44100. 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 = 194400 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
Volume = 355104 gals. or 47473 .8 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 recirculat
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0. 0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount j
r
180 days excess rainfall = 7 . 0 inches
Volume = 7 . 0 in * DA / 12 inches per foot
Volume = 25725. 0 cubic feet
i
I
i
I
I

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 27562 .5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 47474 cubic feet
5B. 0 cubic feet
5C. 25725 cubic feet
5D. 27563 cubic feet
TOTAL 100761 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 1
Inside top length===========================> 210.0 feet
Inside top width============================> 210. 0 feet
Top of dike elevation=======================> 51. 6 feet
Bottom of lagoon elevation==================> 40. 6 feet
Total required volume=======================> 295161 cu. ft.
Actual design volume========================> 305760 cu. ft.
Seasonal high watertable elevation (SHWT) ===> 46.0 feet
Stop pumping elev.__________________________> 47 . 9 feet
Must be > or = to the SHWT elev.==========> 46. 0 feet
Must be > or = to min. req. treatment el.=> 46. 6 feet
Required minimum treatment volume===========> 194400 cu. ft.
Volume at stop pumping elevation============> 201731 cu. ft.
Start pumping 49 . 9 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 278198 cu. ft.
Volume at start pumping elevation===========> 275231 cu. ft.
Required volume to be pumped================> 73199 cu. ft.
Actual volume planned to be pumped==========> 73500 cu. ft.
Min. thickness of soilliner when required==> 1. 6 feet
7. DESIGNED BY: c���L� P`/, p�jpe�_ APPROVED BY: sq
4r 07
DATE: S127/941- DATE: 9y
NOTE: SEE ATTACHED WASTE UTILIZATION PLAT-
COMMENTS: BEFORE BEGINNING EXCAVATION SCS DOES NOT CERTIFY THAT
LANDOWNER IS ADVISED TO EXCAVATION AND FILL
CONTACT ULOCO TO ASSURE THAT VOLUMES ARE CORRECT
UNDERGROUND UTILITIES ARE NOT
DESTROYED 1-800-632-4949
4-0

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.
a a Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
136 .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 DEC.
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).
Q ❑ Any method which, in the professional opiniorhof 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.
7. n O'
n 1
Signature of rm Owner/Manager Date
3111 / 19
Signature Technical Specialist Date

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids ( lush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
(remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids Maintain lagoons,settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30%of surface.
Excessive Decaying vegetation(v )Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design,operate and maintain feed systems(e.g..
bunkers and troughs)to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis(e.g.7-10 day
interval during summer;15-30 day interval during winter).
Feed Storage Accumulation of feed () Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment(e.g.,covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal () Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e.inspect for and remove or break up accumulated
solids as needed).
MIC--November 11,1996
10

Dry Manure Handling Accumulations of animal ()Remove spillage on a routine basis(e.g.7-10 day
Systems wastes interval during summer; 15-30 days interval during
winter)where manure is loaded for land application
or disposal.
()Provide for adequate drainage around manure stockpiles
()Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner/ integrator agrees to
use sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
/�GvnQ.QoP � -(Landowner Signature)
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
11

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production (''1�egetative or wooded buffers;
(--7-necommended best management
pr ctices;
( Good judgment and common sense
Animal body surfaces Dirty manure-covered animals (941ry floors
Floor surfaces Wet manure-covered floors (Y3lgtted floors;
_ - (...1'v/vaterars located over slotted floors;
1) Feeders at high end of solid floors;
( ape manure buildup from floors;
(nderfloor ventilation for drying .
Manure collection pits Urine ( requent manure removal by flush,pit
re arge,or scrape
Parital micorbial decomposition ( nderfloor ventilation
Ventilation exhaust fans Volatile gases; (fin maintenance;
Dust (4-Efficient air movement
Indoor surfaces Dust (4,Washdown between groups of animals
1 1 Feed additives;
11 Feeder covers;
() Feed delivery downspout extenders to
feeder covers
Flush tanks Agitation of recycled lagoon () Flush tank covers
liquid whiles tanks are filling 1) Extend fill lines to near bottom of
tanks with anti-siphon vents
Flush alleys Agitation during wastewater nderfloor flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon (1 Extend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
Lift stations Agitation during sump tank filling () Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater () Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater ( xtond discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions ( ro er lagoon liquid capacity
Biological mixing ( arrect lagoon startup procedures
Agitation ( mirpum surface area-to-volume ratio
(tIv6nimurn agitation when pumping
() Mechanical aeration
() Proven biological additives
Irrigation sprinkler nozzles High pressure agitation (� .�g!ate on dry days with little or no wind
Wind draft (-r,?A6imum recommended operation pressure
(tPT rnp intake near lagoon liquid surface
() Pump from second-stage lagoon
AMOC--November 11,1996

Storage tank or basin Partial microbial decomposition (I Bottom or midlevel loading
surface Mixing while filling (I Tank covers
Agitation when emptying () Basin surface mats of solids
(I Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition (I Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying () Remove settled solids regularly
Manure,slurry or sludge Agitation when spreading ( oil Injection of slurry/sludges
spreader outlets Volatile gas emissions ( ash residual manure from spreader after use
(I Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying ( oil'nfection of slurry/sludges
or sludge on field surfaces ( oil i odiporation within 48 hours
( read in thin uniform layers for rapid drying
() Proven biological additives or oxidants
Dead animals Carcass decomposition ( roper disposition of carcasses
Dead animal disposal Carcass decomposition (I Complete covering of carcasses in burial pits
pits (I Proper location/construction of disposal pits
Incinerators Incomplete combustion (I Secondary stack burners
Standing water around Improper drainage ( rade and landscape such that water drains
facilities Microbial decomposition of .away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads (?arm 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 Fluse--Legoon Treatment; EBAE 129-88 NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage;EBAE 103-.83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assuranc Program: NPPC Manual NC Pork Produces Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies;PR0107, 1995 Conference Proceedings Florida Cooperative Extension
The issues checked (9-pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
�C fD a 4WW
(Landowner ature)
AMOC--November 11, 1996

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

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off-
site damage.
a. Contractors Name: AIMS RrAerr
b. Contractors Address: 3 A- 411 LV, Tvrke j N G IP393
c. Contractors Phone: q lo -,5q2-5�o1
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: N RQ
b. Phone: qto- �q6- al2 j
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

System Calibration
y I
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction of
pull. Set out collection containers 25 feet apart along the transect on both sides of
the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
*Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual

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

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

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper 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 full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

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 Ievel should never be closer than 1 foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level Iower 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 Iagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
Iimited 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.

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