310014_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
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Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify oil information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
I. Farm Number: 31-0014 Certificate Of Coverage Number: AWS310014
2. Facility Name: DM Farms Sec 3 Sites 1-3,Wendy 3-8
3. Landowner's Name(same as on the Waste Management Plan): Ironside Investment Management LLC
4. Landowner's Mailing Address: PO Box 1139
City: Wallace State: NC Zip: 28466-1139
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Telephone Number: 910-285-1005 Ext. E-mail: alinton(a)murfam.com r
5. Facility's Physical Address: 288 Watson Rd
City: Rose Hill State: NC Zip: 28458 °
6. County where Facility is located: Duolin
7. Farm Manager's Name(if different from Landowner): A I Linton
g, Farm Manager's telephone number(include area code): 910-285-1357 Ext.
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10, Operator Name(OIC): Alfred J.Linton Phone No.: ^r^ 295-10r^^5 r OIC#: 18625
11. Lessee's Name(if there is not a Lessee,mite"None"):
12. Indicate anunal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 24,846
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farow to Wean Beef Stocker Calf Turkey Pullet
Fan-ow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers
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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)
DM 3.1 Ci 5"(,0 19.50
DM 3-2 s. �,. z,a. h3u 7,;3 `'11:f"%'V 19.50
DM 3-3 PRIM , W'Aeg 6 20.40
t = �` r'�` "
DM 3-3SEC ^,". , �, j3f%-,zroC3 30.00
WENDY-3" „„ t �, ,,r � .q ') ,, „ -3" 19.50
WENDYS&U ,` y` � ..,Ji5 5%�( 19.50
WENDY-7&8 tt '�ACJO 'u '- k"t.PI U 4.2"} 19.50
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Mail one (1) copy of lire Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed 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. Tire soil series present on every land application field
d. The crops grown or every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
It. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, .wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan ''33
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal. N
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]
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I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: /7" J L i /d /0' Title: //t yjll Oel /71'M
Signature: LL Date:
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Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
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THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

E
YSmT[•y'•
ROY COOPER
Gmrrnor
MICHAEL S.REGAN .v ••'
LINDA CULPEPPER NORTH CAROLINA
Ditm" Environmental Quatity
February 27,2019
Imnside investment Management LLC
DM Fauns Sec 3 Sites 1-3,Wendy 3-8
PO Box 1139
Wallace,NC 28466-1139
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2019, Copies of the new, animal waste operation State Non-Discharge General Permits are available
at https://deq.nc.eov/about/divisions/water-resources/water-quality-regimml-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 trader the State Non-Discharge General Permitsyou must submit an arutlication 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) copy of the Certified Animal Waste Management Plan (CAWMP) with the
completed and sieved 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 )
Gee to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
rJ/
Jon Risgaard,Section Chief
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Animal Feeding Operations and Groundwater Section
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Enclosures
cc(w/o enclosures): Wilmington Regional Office,Water Quality Regional Operations Section
Durilin County Soil and Water Conservation District
AFOG Section Central Files-AWS310014
Murphy-Brown LLC t
North Caroline Department of Environmental Quality I Doision of Water Resources
c•/�.— �� 512 N.Salsbury St,11636 Mail Sanwa Centar I Rale!gh,Notth Carolina 27699.1638
919,707.9000 F
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Nutrient Management Plan For Animal Waste Utilization
07-11-2011
This plan has been prepared for: This plan has been developed b :
P P P P P Y
Section 3 Wendy 3-8 COC#A WS310014 AJLINTON
MURPHYFAMILY VENTURES
PO Box 1139 PO BOX 1139
Wallace, NC 28466 WALLA CT, NC 28466
z
910-285-1005 910-285-1005
Devel er Signature -
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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 for
r the farm named above.I have read and understand the Required Specifications concerning animal
` waste management that are included with this plan.
ignature(owner) Date
ignature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S.Department of Agriculture-
Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water
Conservation Commission. / /
Plan Approved By: �� �7/ l 1 ( !l
Technic I Specialist Signature Date
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492524 Database Version 3.1 Date Printed: 07-11-2011 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the following
source(s):
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder-Finish Lagoon Liquid waste generated 23,032,240 gals/year by a 24,846
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 53048
Incorporated 91105
Injected 100330
Irrigated 57661
Max.Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/ -
PAN(lbs) * Applied(lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 57,661 60774 -3,113 24,275,557 -1,243,317
Year 2 57,661 59088 -1,427 23,602,307 -570,067
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Note: In source ID,S means standard source,U means user defined source.
*Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source. _
492524 Database Version 3.1 Date Printed: 07-11-2011 Source Page Page I 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
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
63 A 1-12 15.70 15.70 N/A Blanton Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 4.5 Tons
63 Reel 1 3.80 3.80 N/A Blanton Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 4.5 Tons
63 REEL 10 4.50 4.50 N/A Blanton Small Gain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 4.5 Tons
63 REEL 11 4.90 4.90 N/A Blanton Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 4.5 Tons
63 REEL 12 2.90 2.90 N/A Blanton Small Grain Overseed LO Tons
Hybrid Bermudagrass Hay 4.5 Tons
63 REEL 2 2.40 2.40 N/A Blanton Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 4.5 Tons
63 REEL 3 4.60 4.60 N/A Blanton Small Gain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 4.5 Tons
63 REEL 4 5.201 5.20 N/A Blanton Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 4.5 Tons
63 REEL 5 5.20 5.20 N/A Blanton Small Gain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 4.5 Tons
63 REEL 6 4.80 4.80 N/A Blanton Small Gain Ovmeed 1.0 Tons
Hybrid Bermudagrass Hay 4.5 Tons
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63 REEL 7 4.101 4.10 N/A Blanton Small Gain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 4.5 Tons I,
63 REEL 8A 2.60 2.60 N/A Blanton Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 4.5 Tons
63 REEL 8B 4.10 4.10 N/A Blanton Small Gain Overseed 1.0 Tons !..
Hybrid Bermudagass Hay 4.5 Tons
63 REEL 9a2.572.57
/A Blanton Small Gain Overseed 1.0 Tons
Hybrid Bemmdagmss Hay 4.5 Tons
65 A 16-18 /A Blanton Small Gain Overseed LO Tons
Hybrid Bermudagass Hay 4.5 Tons
65 REEL 16 /A Blanton Small Gain Overseed 1.0 Tons
492524 Database Version 3.1 Date Printed 7/11/2011
PCS Page Page I of 5
NOTE: Symbol*means user entered data.

( Planned Crops Summary _
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
Hybrid Bermudagrass Hay 4.5 Tons
65 REEL 17 3.50 3.50 N/A Blanton Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 4.5 Tons
65 REEL 18 3.40 3.40 N/A Blanton Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 4.5 Tons
66 A 13-15 6.05 6.05 N/A Blanton Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 4.5 Tons
66 REEL 13 3.50 3.50 N/A Blanton Small Grain Overseed 1.0 Tons I'I
Hybrid Bermudagrass Hay 4.5 Tons
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66 REEL 14 5.201 5.20 N/A Blanton Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 4.5 Tans
66 REEL 15 6.10 6.10 N/A Blanton Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 4.5 Tons
67 A 19-23 2.21 2.21 N/A Autryville Small Grain Overseed 1.0 Tons �
Hybrid Bermudagrass Hay 5.5 Tons J
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67 REEL 19 3.501 3.50 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
67 REEL 20 2.80 2.80 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
67 REEL 21 4.20 4.20 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagmss Hay 5.5 Tons
67 REEL 22 3.80 3.80 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
67 REEL 23 3,40 3.40 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
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68 A 24-25 3.41 3.41 N/A Autryville Wheat,Grain 45 bu. f
Soybeans,Matured,Double Crop 25 bu.
Cora,Grain 85 bu.
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68 REEL 24 5.60 5.60 N/A Autryville Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
Corn,Grain 85 bu.
68 REEL25 2.101 2.10 N/A Autryville Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
Corn,Grain 85 bu.
69 A 27a-28b 2.05 2.05 N/A Autryville Wheat,Grain 45 bu.
492524 Database Version 3.1 Date Printed 7/11/2011
PCs Page Page 2 of 5
NOTE: Symbol*means user entered data.

Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
Soybeans,Manured,Double Crop 25 bu.
Corn,Grain 85 bu.
69 REEL27A 1.90 1.90 N/A Autryville Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
Com,Grain 85 bu.
69 REEL 27B 5.40 5.40 N/A Autryville Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
Com,Grain 85 bu.
69 REEL28A 1.70 1.70 N/A Autryville Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
Com,Grain 85 bu.
69 REEL28B 2.80 2.80 N/A Autryville Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
Com,Grain 85 bu.
70 A 31-35 3.76 3.76 N/A Woodington Wheat,Grain 50 bu.
Soybeans,Manured,Double Crop 29 bu.
Com,Grain 110 bu.
70 REEL31 3.30 3.30 N/A Foreston Wheat,Grain 55 bu. '.
Soybeans,Manured,Double Crop 34 bu.
Com,Grain 120 bu. '
70 REEL 32 3.70 3.70 N/A Foreston Wheat,Grain 55 bu. '..
Soybeans,Manured,Double Crop 34 but.
Com,Grain 120 bu.
70 REEL 33 5.70 5.70 N/A Woodington Wheat,Grain 50 bu.
Soybeans,Manured,Double Crop 29 bu.
Com,Grain 110 bu. '..
70 REEL34 2.10 2.10 N/A Leon Wheat,Grain 35 bu.
Soybeans,Manured,Double Crop 22 bu. '..
Com,Grain 70 bu.
70 REEL 35 4.40 4.40 N/A Leon Wheat,Grain 35 bu
Soybeans,Manured,Double Crop 22 bu.
Com,Grain 70 bu.
71 A 29a-30 0.90 0.90 N/A Foreston Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
/ Corn,Grain 120 bu.
t 71 REEL 29A 4.50 4.50 N/A Woodington Wheat,Grain 50 bu.
492524 Database Version 3.1 Date Printed 7/11/2011
PCs Page Page 3 of 5
NOTE: Symbol*means user entered data.

Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
Soybeans,Manured,Double Crop 29 bu.
Corn,Grain 110 bu.
71 REEL 29B 1.70 1.70 N/A Foreston Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
Com,Grain 120 bu.
71 REEL 30 5.50 5.50 N/A Foreston Wheat,Grain 55 bu. g
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Soybeans,Manured,Double Crop 34 bu.
Com,Grain 120 bu.
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72 A 26 1.08 1.08 N/A Autry-ville Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
Com,Grain 85 bu.
72 REEL 26 3.10 3.10 N/A Autryville Wheat,Grain 45 bu.
Soybeans,Manured Double Crop p 25 bu.
Com,Grain 85 bu.
73 A 39 2.35 2.35 N/A jAutryville Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
Com,Grain 85 bu.
73 REEL 39 2.40 2.40 N/A Auryville Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
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Com,Grain 85 bu.
74 A 40-46 14.33 14.33 N/A Aut yville Small Grain Overseed 1.0 Tons
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Hybrid Bermudagrass Hay 5.5 Tons
74 REEL40 3.00 3.00 N/A Autryville Small Grain Overseed LO Tons j
Hybrid Bermudagrass Hay 5.5 Tons j
74 REEL 41A 2.10 2.10 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
74 REEL4IB 2.30 2.30 N/A jAutryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
74 REEL42A 4.50 4.50 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons '
74 REEL 42B 1.90 1.90 N/A Auryville Small Grain Overseed 1.0 Tons '..
Hybrid Bermudagrass Hay 5.5 Tons
74 REEL43 4.70 4,70 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Berrnudagmss Hay 1 5.5 Tons
( 74 1 REEL44 3.30 3.30 N/A Autryville Small Grain Overseed 1 1.0 Tons
l 492524 Database Version 3.1 Date Printed 7/11/2011
PCS Page Page 4 of 5
NOTE: Symbol*means user entered data.

Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series
Crop Sequence RYE
Hybrid Bermudagrzss Hay 5.5 Tons
74 REEL 45 2.10 2.10 N/A Autryville Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
74 REEL 46 1.30 1.30 N/A Aunyville Small Grain Overseed
1.0 Tons
Hybrid Berrnudagrass Hay 5.5 Tons
75 A 38 0.58 0.58 N/A Autryville Small Grain Overseed
1.0 Tons
Hybrid Bennudagrass Hay 5.5 Tons
75 REEL 38 4.90 4.90 N/A Autryville Small Grain Overseed
0 Tons
Hybrid Bermudagross Hay 5.5 Tons
76 1 A 36-37B 1 11.42 11.421 N/A Leon lWheat.Grain
35 bu.
Soybeans,Manured,Double Crop 22 bu,
Com,Gmin 70 bu. r
76 RFFL36 2.60 2.60 N/A Leon Wheat,Grain
35 bu.
fcorn,
oybeans,Manured,Double Crop 22 bu.
Grain 70 bu.
76 REEL 37A 2.60 2.60 N/A JLism Wheat,Grain 35 bu.
- Soybeans,Manured,Double Crop 22 bu.
Com,Grain 70 be I:
76 REEL 37B 2.60 2.60 N/A Leon Wheal,Grain 35 bu
2 .
Soybeans,Manured,Double Crop 2 bu.
Com,Grain 70 bu.
PLAN TOTALS: 254.31 254.31
LI Potential Leaching Technical Cnridance
2rpotential
al to contribute to soluble None
ching below the root zone.
>=2& otential to contribute to soluble Nutrient Management(590)should be planned,
<_10nutrientching below the root zone.
tial to contributeto soluble NuMent Management(590)should be planned. Other conservation practices that improve the soils
ching 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).
492524 Database Version 3.1 Date Printed 7/11/2011
NOTE: Symbol*means user entered data. PCs Page Page 5 of 5
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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 Fen. (lbs/A) PA ManurcA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(lbs/A (lbs/A) (lbs/A)
Source Total Use. APplic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
63 A 1-12 1 S7 IBlanton 15.70 15.70 Small Grain Overseed 1.0 Tons 10/1-3/31 1 50 0 1 0 1 brig. 50 19.97 0.00 313.56 0.00
63 A 1-12 S7 Blanton 15.70 15.70 Hybrid Bermudagrass Hay 4.5 Tons 3/1-9/30 215 0 0 brig. 215 85.88 0.00 1,348.31 0.00
63 Reel 1 S7 Blanton 3.80 3.80 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 75.89 0.00
63 Reel 1 S7 Blanton 3.80 3.80 Hybrid Bermudagrass Hay 4.5 Tons 3/1-9/30 215 0 0 brig. 215 85.88 0.00 326.34 0.00
63 REEL 10 S7 Blanton 4.50 4.50 Small Grain Overseed 1.0 Tons 1011-3/31 50 0 0 brig. 50 19.97 0.00 89.87 0.00
63 REEL 101 S7 IBIanton 4.50 4.501 Hybrid Bermudagrass Hay 4.5 Tons 3/1-9/30 1 215 0 1 0 brig. 2151 85.88 0.00 386.461 0.00
63 REEL 11 S7 Blanton 4.90 4.90 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 97.86 0.00
63 REEL 11 S7 Blanton 4.90 4.90 Hybrid Bermudagrass Hay 4.5 Tons 3/1-9/30 215 0 0 brig. 215 85.88 0.00 420.81 0.00
63 REEL 12 S7 Blanton 2.90 2.90 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 57.92 0.00
63 REEL 12 S7 Blanton 2.90 2.90 Hybrid Bermudagrass Hay 4.5 Tons 3/1-9/30 215 0 0 Irrig. 215 85.88 0.00 249.05 0.00
63 REEL 2 S7 Blanton 2.40 2.401 Small Grain Overseed 1.0 Tons 10/1-3/31 1 50 0 1 0 brig. 501 19.97 0.00 47-931 0.00
63 REEL 2 S7 Blanton 2.40 2.40 Hybrid Bermudagrass Hay 4.5 Tons 311-9/30 215 0 0 brig. 215 85.88 0.00 206.11 0.00
63 REEL 3 S7 Blanton 4.60 4.60 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 91.87 0.00
63 REEL 3 S7 Blanton 4.60 4.60 Hybrid Bemmdagrass Hay 4.5 Tons 3/1-9/30 215 -0 0 brig. 215 85.88 0.00 395.05 0.00
63 REEL4 S7 IBlanton 5.20 5.20 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 103.86 0.00
63 REEL 4 S7 Blanton 5.20 5.20 Hybrid Bermudagrass Hay 14.5 Tons 3/1-9/30 1 215 1 0 1 0 brig. 1 215 85.88 0.001 446.581 0.00
492524 Database Version 3.1 Date Printed: 7/11/2011 WUT Page Page 1 of 14

Waste Utili. a Table Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fen. (Ibs/A) PA Ma meA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(lbs/A) (Ibs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
63 REEL 5 S7 Blanton 5.20 5.20 Small Grain Overseed 1.0 Tons 10/1-3/31 1 50 0 0 Irrig. 50 19.97 0.00 103.861 0.00
63 REEL 5 S7 Blanton 5.20 5.20 Hybrid Bermudagrass Hay 4.5 Tons 3/I-9/30 215 0 0 Irrig. 215 85.88 0.00 446.58 0.00
63 REEL 6 S7 Blanton 4.80 4.80 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 95.87 0.00
63 REEL 6 S7 Blanton 4.80 4.80 Hybrid Bermudagrass Hay 4.5 Tons 3/1-9/30 215 0 0 brig. 215 85.88 0.00 412.22 0.00
63 REEL 7 S7 Blanton 4.10 4.10 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 81.89 0.00
63 REEL 7 S7 Blanton 4.10 4.10 Hybrid Bermudagrass Hay 4.5 Tons 3/1-9/30 1 215 0 0 1 Inig. 1 215 85.88 0.001 352.11 0.00
63 REEL8A S7 Blanton 2.60 2.60 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Inig. 50 19.97 0.00 51.93 0.00
63 REEL8A S7 Blanton 2.60 2.60 Hybrid Bermudagrass Hay 4.5 Tons 3/1-9/30 215 0 0 Irrig. 215 85.88 0.00 223.29 0.00
63 REELBB S7 Blanton 4.10 4,10 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 81.89 0.00
63 REEL 8B S7 Blanton 4.10 4.10 Hybrid Bermudagrass Hay 4.5 Tons 3/1-9/30 215 0 0 Irrig. 215 85.88 0.00 352.11 0.00
63 REEL 9 S7 Blanton 4.00 4.00 Small Grain Overseed 1.0 Tons 10/1-3/31 1 50 0 1 0 Irrig. 501 19.971 0.00 79.891 0.00
63 REEL 9 S7 IBlanton 4.00 4.00 Hybrid Bermudagrass Hay 4.5 Tons 3/1-9/30 215 0 0 brig. 215 85.88 0.00 343.52 0.00
65 A 16-18 S7 Blanton 2.57 2.57 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 51.33 0.00
65 A 16-I8 S7 Blanton 2.57 2.57 Hybrid Berm idagrass Hay 4.5 Tons 3/1-9/30 215 0 0 Irrig. 215 85.88 0.00 220.71 0.00
65 REEL 16 S7 Blanton 1.60 1.60 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 31.96 0.00
65 REEL 16 S7 Blanton 1.60 1.601 Hybrid Bermudagrass Hay 4.5 Tons 3/1-9/30 1 215 0 1 0 brig. 1 215 85.88 0.001 137.41 0.00
65 REEL 17 S7 lBlanton 3.50 3.50 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 69.90 0.00
65 REEL 17 S7 Blanton 3.50 3.50 Hybrid Bermudagrass Hay 4.5 Tons 3/1-9/30 215 0 0 Irrig. 215 85.88 0.00 300.58 0.00
65 REEL 18 S7 Blanton 3.40 3.40 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 67.91 0.00
65 REEL 18 S7 Blanton 3.40 3.40 Hybrid Bennudagrass Hay 4.5 Tons 3/1-9/30 215 0 0 brig. 215 85.88 0.00 291.99 0.00
66 A 13-15 S7 Blanton 6.051 6.05 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 120.831 0.00
66 A 13-15 S7 IBlanton 6.05 6.05 Hybrid Bermudagrass Hay 4.5 Tons 3/1-9/30 215 0 0 Trig. 2I5 85.88 0.00 519.57 0.00
492524 Database Version 3.1 Date Printed: 7/11/2011 WUT Page Page 2 of 14

r-
Waste Utilk,, 1 Table Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(Ibs/A) (Ibs/A) (lbs/A)
Source Total Use. APplic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
66 REEL 13 1S7 IBlanton 3.50 3.50 Small Grain Overseed 1.0 Tons 10/1-3/31 1 50 0 1 0 1 brig. 501 19.97 0.00 69.901 0.00
66 REEL 13 S7 Blanton 3.50 3.50 Hybrid Bermudagrass Hay 4.5 Tons 3/1-9/30 215 0 0 Irrig. 215 85.88 0.00 300.58 0.00
66 REEL 14 S7 Blanton 5.20 5.20 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 103.86 0.00
66 REEL 14 S7 Blanton 5.20 5.20 Hybrid Bermudagrass Hay 4.5 Tons 3/1-9/30 215 0 0 brig. 215 85.88 0.00 446.58 0.00
66 REEL 15 S7 Blanton 6.10 6.10 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 121.83 0.00
66 1 REEL 151 S7 jBIanton 6.10 6.101 Hybrid Bermudagrass Hay 4.5 Tons 3/1-9/30 1 215 0 1 0 1 brig. 2151 85.88 0.00 523.871 0.00
67 A 19-23 S7 Autryville 2.21 2.21 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 44.14 0.00
67 A 19-23 S7 Autryville 221 2.21 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Irrig. 269 107.45 0.00 237.46 0.00
67 REEL 19 S7 Aunyville 3.50 3.50 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 69.90 0.00
67 REEL 19 S7 Autryville 3.50 3.50 Hybrid Ber audagrass Hay 5.5 Tons 3/1-9/30 269 0 0 brig. 269 107.45 0.00 376.07 0.00
67 1 REEL 201 S7 lAutryvillt 2.80 2.801 Small Grain Overseed 1.0 Tons 10/1-3/31 1 50 0 1 0 1 brig. 501 19.97 0.00 55.921 0.00
67 REEL20 S7 Autryville 2.80 2.80 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Irrig. 269 107.45 0.00 300.86 0,00
67 REEL 21 S7 Aunyville 4.20 4.20 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 83.88 0.00
67 REEL 21 S7 Autryville 4.20 420 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Irrig. 269 107.45 0.00 451.29 0.00
67 REEL22 S7 Autryville 3.80 3.80 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 75.89 0.00
67 1 REEL 221 S7 jAutryville 3.80 3.80 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 1 269 0 1 0 Irrig. 2691 107.45 0.00 408.311 0.00
67 REEL23 S7 Autryville 3.40 3.40 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 67.91 0.00
67 REEL 23 S7 Autryville 3.40 3.40 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 brig. 269 107.45 0.00 365.33 0.00
68 A 24-25 S7 Autryville 3.41 3.41 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 brig. 52 20.77 0.00 70.83 0.00
68 A24-25 S7 Autryville 3.41 3.41 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 39.94 0.00 136.21 0.00
68 REEL 24 S7 Autryville 5.601 5.60 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 brig. 52 2097 0.00 116.32 0.00
68 REEL 24 S7 Autryville 5.60 5.60 Soybeans,Mammed,Double Crop 25 bu. 4/1-9/15 100 0 0 brig. 100 39.94 0.00 223.6 00.00
492524 Database Version 3.1 Date Printed: 7/11/2011 WUT Page Page 3 of 14

Waste Utilk i Table
Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fen, (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) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
68 REEL 251 S7 JAUtryville 2.10 2.10 Wheat,Grain 45 bu. 9/1-4/30 104 0 1 0 1 brig. 521 20.77 0.00 43.62 0.00
68 REEL 25 S7 Autryville 2.10 2.10 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 brig. 100 39.94 0.00 83.88 0.00
69 A 27a-28 S7 Autryville 2.05 2.05 Wheat,Grain 45 bu. 9/1 4/30 104 0 0 brig. 52 20.77 0.00 42.58 0.00
69 A 27a-28 S7 Autryville 2.05 2.05 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 39.94 0.00 81.89 0.00
69 REEL27 S7 Autryville 1.90 1.90 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 20.77 0.00 39.47 0.00
69 IRFEL271 S7 jAutryville 1.90 1.90 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 1 100 0 1 0 1 brig. 1001 39.94 0.00 75.891 0.00
69 REEL27 S7 Autryville 5.40 5.40 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 brig. 52 20.77 0.00 112.16 0.00
69 REEL27 S7 Autryville 5.40 5.40 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 brig. 100 39.94 0.00 215.70 0.00
69 REEL 28 S7 Autryville 1.70 1.70 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 20.77 0.00 35.31 0.00
69 REEL28 S7 Autryville 1.70 1.70 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 brig. 100 39.94 0.00 67.91 0.00
69 IREEL 281 S7 lAutryville 2.80 2.80 Wheat,Grain 45 bu. 9/1-4/30 1 104 0 1 0 1 brig. 521 20.77 0.00 58.161 0.00
69 REEL28 S7 Autryville 2.80 2.80 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 brig. 100 39.94 0.00 111.84 0.00
70 A31-35 S7 Woodington 3.76 3.76 Wheat,Grain 50 but. 9/1-4/30 96 0 0 brig. 48 19.17 0.00 72.09 0.00
70 A 31-35 S7 Woodington 3.76 3.76 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 112 0 0 brig. 112 44.74 0.00 168.21 0.00
70 REEL 31 S7 Foreston 3.30 3.30 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 58 22.97 0.00 75.79 0.00
70 IREEL311 S7 lFareston 3.30 3.30 Soybeans,Manured,Double Crop 34 bu. 4/1-9/I5 1 133 0 1 0 1 Irrig. 1331 53.13 0.00 175.321 0.00
70 REEL 32 S7 Foreston 3.70 3.70 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 1 brig. 58 22.97 0.00 84.98 0.00
70 REEL 32 S7 Foreston 3.70 3.70 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 brig. 133 53.13 0.00 196.57 0.00
70 REEL 33 S7 Woodington 5.70 5.70 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 48 19.17 0.00 109.29 0.00
70 REEL 33 S7 Woodington 5.70 5.70 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 112 0 0 brig. 112 44.74 0.00 255.00 0.00
70 IREEL34 S7 Leon 2.10 2.10 Wheat,Grain 35 bu. 9/1-4/30 1 70 1 0 1 0 brig.. 35 13.98 0.00 29.361 0.00
70 REEL 341 S7 Leon 2.10 2.10 Soybeans,Manured,Double Crop 22 bu. 4/1-9/15 86 0 0 brig. 86 34.35 0.00 72.14 0.00
492524 Database Version 3.1 Date Printed: 7/11/2011 WUT Page Page 4 of 14

Waste Utilh., -n Table Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
RegV Applied pplied (acre) (acre) (Field) (Field)
(Ibs/A) (lbs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Feld ID Soil series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
70 IREEL35, S7 Leon 4.40 4.401 Wheat,Grain 35 bu. 9/1-4/30 70 0 0 brig. 351 13.98 0.001 61.511 0.00
70 REEL35 S7 Leon 4.40 4.40 Soybeans,Manured,Double Crop 22 bu. 4/1-9/15 86 0 0 brig. 86 34.35 0.00 151AS 0.00
71 A 29a-30 S7 Foreston 0.90 0.90 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 brig. 58 22.97 0.00 20.67 0.00
71 A29a-30 S7 Foreston 0.90 0.90 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 brig. 133 5113 0.00 47.81 0,00
71 REEL29 S7 Woodington 4.50 4.50 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 brig. 48 19.17 0.00 86.28 0.00
71 REEL 29 S7 Woodington 4.50 4.50 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 112 0 1 0 brig. 112 44.74 0.00 201.321 0.00
71 REEL29 S7 Foreston 1.70 1.70 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 brig. 58 22.97 0.00 39.05 0.00
71 REEL29 S7 Foreston 1.70 1.70 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 brig. 133 53.13 0.00 90.31 0.00
71 REEL 30 S7 Foreston 5.50 5.50 Wheat,Grain 55 bu. 1 9/14/30 115 0 0 brig. 581 22.97 0.00 126.32 0.00
71 REEL 30 S7 Foreston 5.50 5.50 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 brig. 133 53.13 0.00 292.19 0.00
72 1 A26 I S7 lAutryville 1.08 1.08 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 brig. 52 20.771 0.00 22.431 0.00
72 A 26 S7 Almyville 1.08 1.08 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 1 0 0 brig. 100 39.94 0.00 43.14 0.00
72 REEL26 S7 Aunyville 3.10 3.10 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 20.77 0.00 64.39 0.00
72 REEL 26 S7 Autryville 3.10 3.10 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 brig. 100 39.94 0.00 123.83 0.00
73 A 39 S7 Autryville 2.35 2.35 Wheat,Grain 45 bu. 9/14/30 104 0 0 brig. 52 20.77 0.00 48.81 0.00
73 1 A 39 S7 Autryville 2.35 2.35 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 brig. 1001 39.941 0.00 93.87 0.00
73 REEL 39 S7 Autryville 2.40 2.40 Wheat,Grain 45 bu. 9/1-4/30 104 1 0 1 0 brig. 52 20.77 0.00 49.85 0.00
73 REEL 39 S7 Autryville 2.40 2.40 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 1 0 brig. 100 39.94 0.00 95.87 0.00
74 A 4046 S7 Autryville 14.33 14.33 Small Grain Ovmmd 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 286.20 0.00
74 A 4046 S7 Aunyville 14.33 14.33 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 brig. 269 107.45 0.00 1,539.75 0.00
74 REEL 40 S7 Autryville 3.00 3.00 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 59.92 0.00
74 REEL 40 S7 Autryville 3.00 3.00 Hybrid Bennudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 brig. 269 107.45 0.00 322.35 0,00
492524 Database Version 3.1 Date Printed: 7/11/2011 WUT Page Page 5 of 14

Waste Utilh 1 Table Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fen, (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(Ibs/A) (Ibs/A) (Ibs/A)
Source Total Use. APplic. Applies 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gaFA Tons 1000 gals tons
74 IREEL411 S7 lAutryville 2.10 2.10 Small Grain Ovesseed 1.0 Tons 10/1-3/31 50 0 1 0 brig. 50 19.97 0.00 41.941 0.00
74 REEL 41 S7 Autryville 2.10 2.10 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 brig. 269 107.45 0.00 225.64 0.00
74 REEL 41 S7 Autryville 2.30 2,30 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. - 50 19.97 0.00 45.94 0.00
74 REEL 41 S7 Autryville 2.30 2.30 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9130 269 0 0 Irrig. 269 107.45 0.00 247.13 0.00
74 REEL42 S7 Autryville 4.50 4.50 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 W87 0.00
74 IREEL 42 S7 jAutayville 4.50 4.501 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 1 0 brig. 1 269 107.45 0.001 483.52 0.00
74 REEL42 S7 Autryville 1.90 1.90 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 37.95 0.00
74 REEL42 S7 Autyville 1.90 1.90 Hybrid Berrnudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Iaig. 269 107.45 0.00 204.15 0.00
74 REEL 43 S7 Autryville 4.70 4.70 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 93.87 0.00
74 REEL43 S7 Autryville 4.70 4.70 Hybrid Berrnudagr-ass Hay 5.5 Tons 3/1-9130 269 0 0 Irrig. 269 107.45 0.00 505.01 0.00
74 IREEL44 S7 jAutryville 3.30 3.301 Small Grain Overseed 1.0 Tons 10/1-3/31 1 50 0 1 0 1 brig. 50 19.971 0.00 65.911 0.00
74 REEL44 S7 Autryville 3.30 3.30 Hybrid Bennudagrass Hay 5.5 Tons 3/1-9130 269 0 0 brig. 269 107.45 0.00 354.58 0.00
74 REEL45 S7 Autryville 2.10 2.10 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 41.94 0.00
74 REEL45 S7 Autryville 2.10 2.10 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 brig. 269 107.45 0.00 225.64 0.00
74 REEL 46 S7 Autryville 1.30 1.30 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 25.96 0.00
74 REEL 461 S7 lAutryville 1.30 1.30 Hybrid Ber n ulagrass Hay 5.5 Tons 3/1-9/30 1 269 0 1 0 1 brig. 2691 107.451 0.00 139.691 0.00
75 A 38 S7 Autryville 0.58 0.58 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 11.58 0.00
75 A 38 S7 Autryville 0.58 0.58 Hybrid Bennudagmss Hay 5.5 Tons 3/1-9/30 269 0 0 brig. 269 107.45 0.00 62.32 0.00
75 REEL38 S7 Autryville 4.90 4.90 Small Grain OversenJ 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 97.86 0.00
75 REEL 38 S7 Autryville 4.90 4.90 Hybrid Bennudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 brig. 269 107.45 0.00 526.50 0.00
76 A 36-37B S7 Leon 11.42 11.42 Wheat,Grain 35 bu. 9/1-4/30 70 0 0 Irrig. 35 13.98 0.00 159.66 0.00
76 A 36-37B S7 Leon 11.42 11.42 Soybeans,Manured,Double Crop 22 bu. 4/1-9/15 86 0 0 brig. 86 34.35 0.001 392.301 0.00
492524 Database Version 3.1 Date Printed: 7/11/2011 WUT Page Page 6 of 14

Waste Utili: a Table Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NunientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(Ibs/A) (Ibs/A) (Ib/A)
Source Total Use. - Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
76 1 REEL 361 S7 lLcon 2.60 2.60 Wheat,Grain 35 bu. 9/1-4/30 70 0 0 1 Irrig. 35 13.98 0.00 36.35 0.00
76 REEL 36 S7 Leon 2.60 2.60 Soybeans,Manured,Double Crop 22 bu. 4/1-9/15 86 0 0 brig. 86 34.35 0.00 89.32 0.00
76 REEL 37 S7 Leon 2.60 2.60 Wheat,Grain 35 bu. 9/1-4/30 70 0 0 Irrig. 35 13.98 0.00 36.35 0.00
76 REEL 37 S7 Leon 2.60 2.60 Soybeans,Manured,Double Crop 22 bu. 4/1-9/15 86 0 0 brig. 86 34.35 0.00 89.32 0.00
76 REEL37 S7 Leon 2.60 2.60 Wheat,Grain 35 bu. 911-4/30 70 0 0 brig. 35 13.981 0.00 36.35 0.00
76 IREEL371 S7 Leon 1 2.60 2.60 Soybeans,Manured,Double Crop 22 bu. 4/1-9/15 86 1 0 1 0 1 brig. 1 861 34.35 0.00 89.32 0.00
Total Applied,1000 gallons 24,275.56
Total Produced,1000 gallons 23,032.24
Balance,1000 gallons -1,243.32
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.
492524 Database Version 3.1 Date Printed: 7/11/2011 V=Page Page 7 of 14

Waste Utilh a Table Year 2
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA MenureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. APplic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
63 A 1-12 S7 Blanton 15.70 15.701 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 501 19.97 0.00 313.561 0.00
63 A 1-12 S7 Blanton 15.70 15.70 Hybrid Bermudagrass Hay 4.5 Tons 3/1-9/30 215 0 0 brig. 215 85.88 0.00 1,348.31 0.00
63 Reel I S7 Blanton 3.80 3.80 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 75.89 0.00
63 Reel I S7 Blanton 3.80 3.80 Hybrid Bermudagmss Hay 4.5 Tons 3/1-9/30 215 0 0 Irrig. 215 85.88 0.00 326.34 0.00
63 REEL 10 S7 Blanton 4.50 4.50 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 89.87 0.00
63 IREEL 10 S7 IBlanton 4.50 4.50 Hybrid Bermudagrass Hay 4.5 Tons 3/1-9/30 215 0 0 1 brig. 215 85.88 0.001 386.46 0.00
63 REEL 11 S7 Blanton 4.90 4.90 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 97.86 0.00
63 REEL 11 S7 Blanton 4.90 4.90 Hybrid Bermudagrass Hay 4.5 Tons 3/1-9/30 215 0 0 brig. 215 85.88 0.00 420.81 0.00
63 REEL 12 S7 Blanton 2.90 2.90 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 5792 0.00
63 REEL 12 S7 Blanton 2.90 2.90 Hybrid Bermudagrass Hay 4.5 Tons 3/1-9/30 215 0 0 brig. 215 85.88 0.00 249.05 0.00
63 REEL 2 S7 Blanton 2.40 2.40 Small Grain Overseed 1.0 Tons 10/1-3/31 1 50 0 0 1 Irrig. 501 19.971 0.00 47.931 0.00
63 REEL 2 S7 Blanton 2.40 2.40 Hybrid Bermudagrass Hay 4.5 Tons 3/1-9/30 215 0 0 trig. 215 85.88 0.00 206.11 0.00
63 REEL 3 S7 Blanton 4.60 4.60 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 91.87 0.00
63 REEL 3 S7 Blanton 4.60 4.60 Hybrid Bermudagrass Hay 4.5 Tons 3/1-9/30 215 0 0 brig. 215 85.88 0.00 395.05 0.00
63 REEL4 S7 Blanton 5.20 5.20 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 103.86 0.00
63 1 REEL 4 S7 Blanton 5.20 5.20 Hybrid Bermudagrass Hay 4.5 Tons 3/1-9/30 1 215 0 j 0 1 brig. 2151 85.88 0.00 446.581 0.00
63 REEL 5 S7 Blanton 5.20 5.20 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 1 Irrig. 50 19.97 0.00 103.86 0.00
63 REEL 5 S7 Blanton 5.20 5.20 Hybrid Bermudagrass Hay 4.5 Tons 3/1-9/30 215 0 0 Irrig. 215 85.88 0.00 446.58 0.00
63 REEL 6 S7 Blanton 4.80 4.80 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 95.87 0.00
63 REEL 6 S7 Blanton 4.80 4.80 Hybrid Bermudagrass Hay 4.5 Tons 3/1-9/30 215 0 0 brig. 215 85.88 0.00 412.22 0.00
63 1 REEL 7 1 S7 Blanton 4.10 4.10 Small in Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 1997. 0.00 81.89 0.00
63 REEL 7 S7 Blanton 4.10 4.10 Hybrid Bermudagrass Hay 4.5 Tons 3/1-9/30 215 0 0 brig. 215 85.88 0.00 352.11 0.00
492524 Database Version 3.1 Date Printed: 7/11/2011 WUT Page Page 8 of 14

Waste Utilii�i Table Year 2
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fen. (lbs/A) PA ManumA Manure Manure Manure
Nutrient Nutrient NunientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. APplrc. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
63 IREEL 8 S7 JBIanton 2.60 2.60 Small Grain Overseed 1.0 Tons 10/1-3/31 1 50 0 1 0 1 brig. 50 19.97 0.00 51.931 0.00
63 REEL8A S7 Blanton 2.60 2.60 Hybrid Berinudagrass Hay 4.5 Tons 3/1-9/30 215 0 0 brig. 215 85.88 0.00 223.29 0.00
63 REEL 8B S7 Blanton 4.10 4.10 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 81.89 0.00
63 REELBB S7 Blanton 4.10 4.10 Hybrid Bennudagmss Hay 4.5 Tons 3/1-9/30 215 0 0 brig. 215 85.88 0.00 352.11 0.00
63 REEL 9 S7 Blanton 4.00 4.00 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 79.89 0.00
63 REEL 9 S7 Blanton 4.00 4.00 Hybrid Bennudagrass Hay 4.5 Tons 3/1-9/30 215 0 1 0 Irrig. 215 85.88 0.00 343.521 0.00
65 A 16-18 S7 Blanton 2.57 2.571 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 51.33 0.00
65 A 16-18 S7 Blanton 2.57 2.57 Hybrid Bennudagrass Hay 4.5 Tons 3/1-9/30 215 0 0 brig. 215 85.88 0.00 220.71 0.00
65 REEL 16 S7 Blanton 1.60 1.60 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 31.96 0.00
65 REEL 16 S7 Blanton 1.60 1.60 Hybrid Berrnudagrass Hay 4.5 Tons 3/1-9/30 215 0 0 Irrig. 215 85.88 0.00 137.41 0.00
65 REEL 17 S7 Blanton 3.50 3.50 Small Grain Overseed 1.0 Tons 10/1-3/31 50 1 0 1 0 brig. 501 19.97 0.001 69.901 0.00
65 REEL 17 S7 Blanton 3.50 3.50 Hybrid Bermudagrass Hay 4.5 Tons 3/1-9/30 215 1 0 0 brig. 215 85.88 0.00 300.58 0.00
65 REEL 18 S7 Blanton 3.40 3.40 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 67.91 0.00
65 REEL 18 S7 Blanton 3.40 3.40 Hybrid Bermudagmss Hay 4.5 Tons 3/1-9/30 215 0 0 Irrig. 215 85.88 0.00 291.99 0.00
66 A 13-15 S7 Blanton 6.05 6.05 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 120.83 0.00
66 A 13-151 97 Blanton 6.05 6.05 Hybrid Bennudagrass Hay 4.5 Tons 3/1-9/30 215 0 0 Irrig. 215 85.88 0.00 519.57 0.00
66 1 REEL 13 S7 Blanton 3.50 3.50 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 69.90 0.00
66 1 REEL 13 S7 Blanton 3.50 3.50 Hybrid Bennudagrass Hay 4.5 Tons 3/1-9/30 215 0 0 brig. 215 85.88 0.00 300.581 0.00
66 REEL 14 S7 Blanton 5.20 5.201 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 103.86 0.00
66 REEL 14 S7 Blanton 5.20 5.20 Hybrid Bermudagrass Hay 4.5 Tons 3/1-9/30 215 0 0 brig. 215 85.88 0.00 446.58 0.00
66 REEL 15 S7 Blanton 6.10 6.10 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 121.83 0.00
66 REEL 15 S7 Blanton 6.10 6.10 Hybrid Bermudagrass Hay 4.5 Tons 3/1-9/30 215 0 0 1 brig. 215 85.88 0.00 523.87 0.00
492524 Database Version 3.1 Date Printed: 7/11/2011 WUT Page Page 9 of 14

Waste Utili-r'1 Table Year 2
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fort. (lbs/A) PA ManweA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. I Applic, 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
67 A 19-23 1 S7 Autryville 2.21 2.21 ISmall Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 501 19.97 0.001 44.14 0.00
67 A 19-23 S7 Autryville 2.21 2.21 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 1 269 0 0 brig. 269 107.45 0.00 237.46 0.00
67 REEL 19 S7 Autryville 3.50 3.50 Small Grain Overseed LO Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 69.90 0.00
67 REEL 19 S7 Autryville 3.50 3.50 Hybrid Bennudagmss Hay 5.5 Tons 3/1-9/30 269 0 0 brig. 269 107.45 0.00 376.07 0.00
67 REEL20 S7 Amryville 2.80 2.80 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 55.92 0.00
67 REEL 20 S7 Autryville 2.80 2.80 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 hrig. 269 107.45 0.001 300.86 0.00
67 REEL 21 S7 Autryville 4.20 4.20 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 83.88 0.00
67 REEL 21 S7 Autryville 4.20 4.20 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Irrig. 269 107.45 0.00 451.29 0.00
67 REEL 22 S7 Autryville 3.80 3.80 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 75.891 0.00
67 REEL 22 S7 Amayville 1 3.80 3.80 Hybrid Bermudagmss Hay 5.5 Tons 3/1-9/30 269 0 0 brig. 269 107.45 0.00 408.31 0.00
67 1 REEL 231 S7 Autryville 3.40 3.40 Small Grain Overseed 1.0 Tons 10/1-3/31 1 50 0 0 brig. 501 19.97 0.00 67.91 0.00
67 REEL 23 S7 Aunyville 3.40 3.40 Hybrid Be raudagmss Hay 5.5 Tons 3/1-9/30 269 0 0 brig. 269 107.45 0.00 365.33 0.00
68 A24-25 S7 Autryville 3.41 3.41 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 brig. 52 20.77 0.00 70.83 0.00
68 A 24-25 S7 Autryville 3.41 3.41 Cam,Grain 85 bu. 2/15-6/30 104 0 20 brig. 84 33.55 0.001 114.421 0.00
68 RFEL24 S7 Autryville 5.60 5.60 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 brig. 52 20.77 0.00 116.32 0.00
68 IREEL241 S7 Autryville 5.60 5.601 Com,Grain 85 bu. 1 2/15-6/30 1 104 0 20 Irrig. 841 33.55 0.00 187.90 0.00
68 REEL 25 S7 Autryville 110 2.10 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 brig. 52 20.77 0.00 43.62 0.00
68 REEL 25 S7 Autryville 2.10 2.10 Corn,Grain 85 bu. 2/15-6/30 104 0 20 brig. 84 33.55 0.00 70.46 0.00
69 A27a-28 S7 Autryville 2.05 2.05 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 brig. 52 20.77 0.001 42.581 0.00
69 A27a-28 S7 Autryville 2.05 2.05 Com,Grain 85 bu. 2/15-6/30 104 0 20 brig. 84 33.55 0.00 68.78 0.00
69 IREEL271 S7 Autryville L90 '.901 Wheat,Grain 45 bu. 1 9/14/30 104 0 0 Irrig. 52 20.77 0.00 39.47 0.00
69 REEL 27 S7 Autryville 1.90 1.90 Com,Grain 85 bu. 2/15-6/30 104 0 20 brig. 84 33.55 0.00 63.75 0.00
492524 Database Version 3.1 Date Printed: 7/11/2011 WUT Page Page 10 of 14

Waste Utilit a Table Year 2
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManurcA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use, APplia Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
69 REEL27 S7 Autryville 5.40 5.40 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 brig. 52 20.77 0.00 112.16 0.00
69 REEL27 S7 Autryville 5.40 5.40 Com,Grain 85 bu. 2/15-6/30 104 0 1 20 Irrig. 84 33.55 0.00 181.19 0.00
69 REEL28 S7 Autryville 1.70 1.70 Wheat,Grain 45 bu. 9/I-4/30 104 0 0 Irrig. 52 20.77 0.00 35,31 0.00
69 REEL28 S7 Autryville 1.70 1.70 Com,Grain 85 bu. 2/15-6/30 104 0 20 trig. 84 33.55 0.00 57.04 0.00
69 REEL28 S7 Autryville 2.80 2.80 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 20.77 0.00 58.16 0.00
69 REEL28 S7 Autryville 2.80 2.801 Com,Grain 85 bu. 2/15-6/30 104 0 20 brig. 841 33.55 0.00 93.951 0.00
70 A31-35 S7 Woodington 3.76 3.76 Wheat,Grain 50 bu. 9/I-4/30 96 1 0 1 0 ling. 48 19.17 0.00 72.09 0.00
70 A 31-35 S7 Woodington 3.76 3.76 Com,Grain 110 bu. 2/15-6/30 119 0 20 hrig. 99 39.55 0.00 148.69 0.00
70 REEL 31 S7 Foreston 130 3.30 Wheat,Grin 55 bu. 9/1-4/30 115 0 0 Irrig. 58 22.97 0.00 75.79 0.00
70 REEL 31 S7 Foreston 3.30 3.30 Cont,Grain 120 bu. 2/15-6/30 137 0 20 brig. 117 46.74 0.00 154.22 0.00
70 IRBEL32 S7 Foreston 3.70 3.701 Wheat,Grain 55 bu. 1 9/1-4/30 115 0 0 Irrig. 581 22.97 0.00 84.98 - 0.00
70 REEL 32 S7 Foreston 3.70 3.70 Com,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 117 46.74 0.00 172.92 0.00
70 REEL 33 S7 Woodington 5.70 5.70 Wheat,Grain 50 bu. 9/1-4130 96 0 0 Irrig. 48 19.17 0.00 109.29 0.00
70 REEL 33 S7 Woodington 5.70 5.70 Com,Grain 110 bu. 2/15-6/30 119 0 20 brig. 99 39.55 0.00 225.41 0.00
70 REEL 34 S7 Leon 2.10 2.10 Wheat,Grain 35 bu. 9/1-4/30 70 0 0 ling. 35 13.98 0.00 29.36 0.00
70 IREEL34 S7 Leon 2.10 2.10 Com,Grain 70 bu. 2/15-6/30 78 0 20 Irrig. 581 23.17 0.00 48.651 0.00
70 REEL 35 S7 Leon 4.40 4.40 Wheat,Grain 35 bu. 9/1-4/30 70 0 0 Brig. 35 13.98 0.00 61.51 0.00
70 REEL 35 S7 Leon 4.40 4.40 Com,Grain 70 bu. 2/15-6130 78 0 20 brig. 58 23.17 0.00 101.94 0.00
71 A 29a-30 S7 Foreston 0.90 0.90 Wheat,Grain 55 bu. 9/14/30 115 0 0 brig. 58 22.97 0.00 20.67 0.00
71 A 29a-30 S7 Foreston 0.90 0.90 Com,Grain 120 bu. 2/15-6/30 137 0 20 ling. 117 46.74 0.00 42.06 0.00
71 IUEL291 S7 lWoodington 1 4.50 4.50 Wheat,Grain 1 50 bu. 9/1-4/30 96 0 0 hrig. 48 19.17 0.00 86.28 0.00
71 REEL 29 57 Woodington 4.50 4.50 Com,Grain 110 bu. 2/15-6/30 119 0 20 brig. 99 39.55 0.00 177.95 0.00
492524 Database Version 3.1 Date Printed:7/11/2011 WUT Page Page 11 of 14

Waste UtiliA 1 Table Year 2
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(Ibs/A) (Ibs/A) (lbs/A)
Source Total Use. Apples. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
71 REEL291 S7 Foreston 1.70 1.70 Wbeat,Grain 55 bu. 9/1-4/30 115 0 0 1 brig. 58 22.97 0.00 39.051 0.00
71 REEL 29 S7 Foreston 1.70 1.70 Corn,Grain 120 bu. 2/15-6/30 137 0 20 brig. 117 46.74 0.00 79.45 0.00
71 REEL30 S7 Foreston 5.50 5.50 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 brig. 58 22.97 0.00 126.32 0.00
71 REEL 30 S7 Foreston 5.50 5.50 Com,Grain 120 bu. 2/15-6/30 137 0 20 brig. 117 46.74 0.00 257.04 0.00
72 A 26 S7 Autryville 1.08 1.08 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 brig. 1 52 20.77 0.00 22.43 0.00
72 1A 26 IS7 lAutyville 1.08 1.08 Com,Grain 85 bu. 2/15-6/30 104 0 20 brig. 84 33.55 0.00 36.241 0.00
72 REEL26 S7 Autryville 3.10 3.10 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 brig. 52 20.77 0.00 64.39 0.00
72 REEL 26 S7 Autryville 3.10 3.10 Com,Grain 85 bu- 2/15-6/30 104 0 20 brig. 84 33.55 0.00 104.01 0.00
73 A 39 S7 Autryville 2.35 2.35 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 brig. 52 20.77 0.00 48.81 0.00
73 A 39 S7 Autryville 2.35 2.35 Com,Grain 85 bu. 2/15-6/30 104 0 20 brig. 1 84 33.55 0.001 78.85 0.00
73 IREEL391 S7 lAutryville 2.40 2.40 Wheat,Grain 45 bu. 911-4/30 104 0 0 brig. 52 20.77 0.00 49.851 0.00
73 REEL 39 S7 Aunyville 2.40 2.40 Com,Grain 85 bu. 2/15-6/30 104 0 20 ling. 84 33.55 0.00 80.53 0.00
74 A 40-46 S7 Autryville 14.33 14.33 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 286.20 0.00
74 A 40-46 S7 Autryville 14.33 14.33 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9130 269 0 0 brig. 269 107.45 0.00 1,539.75 0.00
74 REEL40 S7 Autryville 3.00 3.00 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 1 501 19.97 0.00 59.92 0.00
74 1 REEL 401 S7 lAutyville 3,00 3.001 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 brig. 269 107.45 0.00 322.351 0.00
74 REEL 41 S7 Autryville 2.10 2.10 Small Grain Overseed 1.0 Tons 10/1-3/31 50 1 0 1 0 brig. 50 19.97 0.00 41.94 0.00
74 REEL 41 S7 Autryville 2.10 2.10 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Irig. 269 107.45 0.00 225.64 0.00
74 REEL 41 S7 Autryville 2.30 2.30 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 45.94 0.00
74 REEL 41 S7 Autryville 2.30 2.30 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 brig. 1 269 107.45 0.00 247.13 0.00
74 REEL 42 S7 Autryville 1 4.50 4.50 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 89.87 0.00
74 REEL 42 S7 Autryville 4.501 4.501 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 brig. 269 107.45 0.00 483.52 0,00
492524 Database Version 3.1 Date Printed:7/11/2011 WUT Page Page 12 of 14

Waste Utilii 1 Table Year 2
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutriemA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(lbs/A) (ibs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
74 IREEL 421 S7 lAutryville 1.90 1.90 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 37.95 0.00
74 REEL 42 S7 Autryville 1.90 190 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Irrig. 269 107.45 0.00 204.15 0.00
74 REEL 43 S7 Autryville 4.70 4.70 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 93.87 0.00
74 REEL 43 S7 Autryville 4.70 4.70 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 brig. 269 107.45 0.00 505.01 0.00
74 REEL 44 S7 Autryville 3.30 3.30 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 65.91 0.00
74 1 REEL 44 S7 Autryville 3.30 3.30 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 brig. 269 107.45 0.00 354.581 0.00
74 REEL45 S7 Autryville 2.10 2.10 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 4L94 0.00
74 REEL45 S7 Autryville 2.10 2.10 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Irrig, 269 107.45 0.00 225.64 0.00
74 REEL46 S7 Autryville 1.30 1.30 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 25,96 0.00
74 REEL 46 S7 Autryville 1.30 1.30 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 brig. 269 107.45 0.00 139.69 0.00
75 1 A 38 I S7 lAutryville 0.58 0.58 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 501 19.97 0.00 11.581 0.00
75 A 38 S7 Autryville 0.58 0.58 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 brig. 269 107.45 0.00 62.32 0.00
75 REEL 38 S7 Autryville 4.90 4.90 Small Grain Overseed 1.0 Tons 1011-3/31 50 0 0 Irrig. 50 19.97 0.00 97.86 0.00
75 REEL 38 S7 Autryville 4.90 4.90 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 brig. 269 107.45 0.00 526.50 0.00
76 A 36-37B S7 Leon 11.42 11.42 Wheat,Grain 35 bu. 9/1-4/30 70 0 0 brig. 35 13.98 0.00 159.66 0.00
76 IA 36-37B S7 Leon 11.42 11.42 Com,Grain 70 bu. 1 2/15-6/30 78 0 20 brig. 581 23.17 0.00 264.57 0.00
76 REEL 36 S7 Leon 2.60 2.60 Wheat,Grain 35 bu. 9/1-4/30 70 0 0 brig. 35 13.98 0.00 36.35 0.00
76 REEL 36 S7 Leon 2.60 2.60 Cont,Grain 70 bu. 2/15-6/30 78 0 20 brig. 58 23.17 0.00 60.24 0.00
76 REEL 37 S7 Leon 2.60 2.60 Wheat,Grain 35 bu. 9/1-4/30 70 0 0 brig. 35 13.98 0.00 36.35 0.00
76 REEL 37 S7 Leon 2.60 2.60 Corn,Grain 70 bu. 2/15-6/30 78 0 20 brig. 58 23.17 0.00 60.24 0.00
76 REEL 37 S7 Leon 2.60 2.60 Wheat,Gmin 35 bu. 9/1-4/30 70 0 0 brig. 35 13.98 0.00 36.351 0.00
76 REEL 37 S7 Leon 2.60 2.60 Com,Grain 1 70 bu. 2/15-6/30 78 0 20 brig. 58 23.17 0.00 60.24 0.00
492524 Database Version 3.1 Date Printed: 7/11/2011 WUT Page Page 13 of 14

Waste Utilh n Table Year 2
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA FeM (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(Ibs/A) (Ibs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID. Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
Total Applied,1000 gallons 23,602.31
Total Produced,1000 gallons 23,032.24
Balance,1000 gallons -570.07 -
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.06
Notes: 1. In the tract column,—symbol means leased,otherwise,owned. 2. Symbol*means user entered data
492524 Database Version 3.1 Date Printed: 7/11/2011 WUT Page Page 14 of 14

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration-rate varies with soils. If
applying waste nutrients through an irrigation system,you must apply at a rate that will not result in runoff. This table provides the
maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum
application amount that each field may receive in any one application event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
63 A 1-12 Blanton 0.75 1.0
63 Reel Blanton 0.75 1.0
63 REEL 10 Blanton 0.75 1.0
63 REEL 11 Blanton 0.75 1.0
63 REEL 12 Blanton 0.75 1.0
63 REEL Blanton 0.75 1.0
63 REEL 3 Blanton 0.75 1.0
63 REEL Blanton 0.75 1.0
63 REEL 5 Blanton 0.75 1.0
i,
63 REEL 6 Blanton 0.75 1.0
63 REEL 7 Blanton 0.75 1.0
63 REEL 8A Blanton 0.75 1.0
63 REEL 8B Blanton 0.75 1.0
63 REEL 9 Blanton 0.75 1.0
65 A 16-18 Blanton 0.75 1.0
65 REEL 16 Blanton 0.75 1.0
65 REEL 17 Blanton 0.75 1.0
4,
65 REEL 18 Blanton 0.75 1.0
66 A 13-15 Blanton 0.75 1.0
66 REEL 13 Blanton 0.75 1.0
66 REEL 14 Blanton 0.75 1.0
66 REEL 15 Blanton 0.75 1.0
67 A 19-23 Autryville 0.60 1.0
67 REEL 19 Autryville 0.60 1.0
67 REEL 20 Autryville 0.60 1.0
67 REEL 21 jAutryville 0.60 1.0
67 REEL 22 Autryville 0.60 1.0
67 REEL 23 Autryville 0.60 1.0
68 A 24-25 Autryville 0.60 1.0
68 REEL 24 Autryville 0.60 1.0
68 REEL 25 Autryville 0.60 1.0
69 A 27a-28b Autryville 0.60 1.0
492524 Database Version 3.1 Date Printed 7/11/2011 IAF Page Page 1 of 2
NOTE: Symbol*means user entered data.

Irrigation Application Factors
t`
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
69 REEL 27A Autryville 0.60 1.0
69 REEL 27B Autryville 0.60 1.0
69 REEL 28A Autryville 0.60 1.0
69 REEL 28B Autryville 0.60 1.0
70 A 31-35 Woodington 0.40 1.0
70 REEL 31 Foreston 0.50 1.0
70 REEL 32 Foreston 0.50 1.0
70 REEL 33 Woodington 0.40 1.0
70 REEL 34 Leon 0.65 1.0
70 REEL 35 Leon 0.65 1.0
71 A 29a-30 IForeston 0.50 1.0
71 REEL 29A Woodington 0.40 1.0
71 REEL 29B Foreston 0.50 1.0
71 REEL 30 Foreston 0.50 1.0
72 A 26 Autryville 0.60 1.0
72 REEL 26 Autryville 0.60 1.0
73 A 39 Aunyville 0.60 1.0
73 REEL 39 Autryville 0.60 1.0
74 A 40-46 Autryville 0.60 1.0
74 REEL 40 Autryville 0.60 1.0
74 REEL4IA Autryville 0.60 1.0
74 REEL 41B Autryville 0.60 1.0
74 REEL 42A Autryville 0.60 1.0
74 REEL 42B Autryville 0.60 1.0
74 REEL 43 Autryville 0.60 1.0
74 REEL 44 Autryville 0.60 1.0
74 REEL 45 Autryville 0.60 1.0
74 REEL 46 lAutryville 0.60 1.0
75 A 38 Autryville 0.60 1.0
75 REEL 38 Autryville 0.60 1.0
76 A 36-37B Leon 0.65 1.0
76 REEL 36 Leon 0.65 1.0
76 REEL 37A Leon 0.65 1.0
76 1 REEL 37B ILeon 0.65 1.0
492524 Database Version 3.1 Date Printed 7/11/2011 LA F Page Page 2 of 2
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 PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge- Standard
Com 120 bu 1 150 1316 311.48 622.96 934.44
Hay 6 ton R.Y.E. 1 300 26.32 155.74 311.48 467.22
Soybean 40 bu 160 14.04 292.01 1 584.02 876.04
---------------------------------------------------------------------------------- -- g -----
492524 Database Version 3.1 Date Printed: 07-11-2011 Sludge Page Page 1 of

i
n
The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available
at the end of each month of the plan. Available storage capacity is calculated as the design storage capacity in days
minus the number of days of net storage volume accumulated. The start date is a value entered by the user and is
defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or
holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design storage
capacity of the facility. If the available storage capacity is greater than the design storage capacity,this indicates that
the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is negative,
the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these
situations indicates that the planned application interval in the waste utilization plan is inconsistent with the
structure's temporary storage capacity.
Available Waste Storage Capacity
Source Name I Swine Feeder-Finish Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 65
1 2 69
1 3 94
1 4 94
1 5 117
1 6 148
1 7 178
1 8 180
1 9 175
1 10 147
1 11 120
1 12 92
2 1 64
2 2 62
2 3 110
2 4 114
2 5 108
2 6 128
2 7 147
2 8 166
2 9 161
2 10 133
2 11 132
2 12 104
*Available Storage Capacity is calculated as of the end of each month.
E --------- ----------------------------------
492524 Database Version 3:1 Date Printed: 07-11-2011 Capacity Page Page 1 of I

Required Specifications For Animal Waste Management
I. 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
1
or has an agreement for use of adequate land on which to properly apply the
waste. If the producer does not own adequate land to properly dispose of the
waste, he/she shall provide evidence of an agreement with a landowner, who is
within a reasonable proximity, allowing him/her the use of the land for waste
application. It is the responsibility of the owner of the waste production facility to
secure an update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application, receiving
crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based upon soil type, available moisture, historical data,
climatic conditions, and level of management, unless there are regulations that
restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land eroding at more than 5 tons per acre per year but
less than 10 tons per acre per year provided grass filter strips are installed where
runoff leaves the field (see USDA, NRCS Field Office Technical Guide Standard
393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste application.
Waste should not be applied when there is danger of drift from the land
application field.
6. When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to
conservation tilled crops or grassland, the waste may be broadcast provided the
application does not occur during a season prone to flooding (see "Weather and
Climate in North Carolina" for guidance).
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such
that runoff does not occur offsite or to surface waters and in a method which does
not cause drift from the site during application. No ponding should occur in order
to control odor and flies.
--------------------------------------------
492524 Database Version 3.1 Date Printed:7/11/2011 Specification Page 1

S. Animal waste shall not be applied to saturated soils, during rainfall events, or
when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that
the crop is not covered with waste to a depth that would inhibit growth. The
potential for salt damage from animal waste should also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring planted
crops on soils with a high potential for leaching. Waste/nutrient loading rates on
these soils should be held to a minimum and a suitable winter cover crop planted
to take up released nutrients. Waste shall not be applied more than 30 days prior
to planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied from
a lagoon that is a component of a swine farm shall be at least 50 feet from any
residential property boundary and canal.Animal waste, other than swine waste
from facilities sited on or after October 1, 1995, shall not be applied closer that 25
feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than
those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over-spraying. Animal waste may be applied to
prior converted cropland provided the fields have been approved as a land
application site by a "technical specialist". Animal waste shall not be applied on
grassed waterways that discharge directly into water courses, and on other
grassed waterways, waste shall be applied at agronomic rates in a manner that
causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks,
etc., shall not be discharged into the animal waste management system.
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
492524 Database Version 3.1 Date Printed: 7/11/2011 S ecification Page 2
-----------
P

18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate
the possibility of an illegal discharge, pollution, and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a
regular basis to prevent breakdowns, leaks, and spills. A regular maintenance
checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops
for direct human consumption. However,if animal waste is used on crops for
direct human consumption, it should only be applied pre-plant with no further
applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom elevations of
the temporary storage (pumping volume) of all waste treatment lagoons.
Pumping shall be managed to maintain the liquid level between the markers. A
marker will be required to mark the maximum storage volume for waste storage
ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the
rate-determining nutrient, unless other restrictions require waste to be applied
based on other nutrients, resulting in a lower application rate than a nitrogen
based rate. Zinc and copper levels in the soils shall be monitored and alternative
crop sites shall be used when these metals approach excessive levels. PH shall be
adjusted and maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste application
records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five (5)
years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
-------------------
492524 Database Version 3.1 Date Printed: 7/11/2011 Specifi
--cation Page---
3

` k ' WASTE UTILIZATION PLAN ;'
ANIMAL WASTE UTILIZATION AGREEMENT
(Needed only if additional land has to be leased, etc.)
I, D� t u PW, d 6�(-- Ri I hereby give JnQy151 S'9—In y,-5�kln e111 P', f
permission to apply animal waste from his Waste Utilization System on .2,7•!O acres
of my land for the duration of time shown below.
I understand that this waste contains nitrogen, phosphorous, potassium, and other
trace elements and when properly applied should not harm my land or crops. I also
understand that the use of waste will reduce my needed for commercial fertilizer.
Adjacent Landowner: Fu i//� Date:
Waste Producer: =� Date:
Technical Representative: 'w Date:
SWCD Representative: Date:
Term of Agreement: IJ©Velldel ' l , 20_LL_to biVe1J1�e1� 11
(Minimum of Ten Years on Cost Shared Items)
(See Required Specification No.2)
Page 9

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Facility: DM3-1 #3149
Phone Number: 910-289-7282
911 Address: 288 Watson Road Magnolia NC 28453
Directions to Farm:
Take US 117 North to the first stoplight in Rose Hill and turn left on SR 1102 (Brice's Store Road). Go 4.8 miles to Brice's
Store and bear right on SR 1101 (Cornwallis Road). Go 1.5 miles and turn right on SR 1121 (Anna White Road).
Go 0.3 mile to stop sign and turn right on NC 903 North. Go 0.5 mile and bear left on SR 1119 (Gold Pond Road).
Go 0.5 mile to stop sign and go straight across. Go 1.5 miles (pavement will end after 1.1 miles)to farm entrance on
right,Watson rd.. (This is the 2nd farm entrance on right)
Effluent Handling System Emergency Procedure
In the event of an actual or potential spill take the following steps in order:
1) STOP and CONTAIN the release.
2) Utilize emergency contact list to notify one of the contacts of the situation.
3)Stay with the actual or potential release to ensure it is stopped or contained; do not
leave until instructed to do so.
Effluent Handling Emergency Contact List
Start with the first contact and continue to call until you talk to someone,do not leave message.
Names(in order to be contacted)
Pager# Mobile# Home#
1) Clifton Ball 252-286-8616
2) Tonya Branson [phone]
3) Kendall Huffman [phone] [phone]
4) A.J. Linton [phone] [phone]
5) Larry Matthis Jr. [phone] [phone] [phone]
6) Greg Wulf [phone] [phone]
7) Terry Tate [phone] [phone]
Return to the top of the list and start again until someone is contacted.

Production System Emergency Procedure
In the event of a suspected disease outbreak take the following steps in order.
1) Ensure bio-security measures are taken and minimize traffic in and out of farm.
2) Contact your manager and/or your primary contact.
In the event of a power/water failure take the following steps in order.
1) Contact your manager and/or primary contact.
Intervention Levels Sow Herd Size
2400 3800 7200 4400
#of sows off feed1fi%dtamne location ( barn, row, or room )
#of aborts in 2 day period - 3 5 7 6
#of aborts in 1 week- 6 10 16 12
Weekly Stillborn %- 10% 10% 10% 10%
Weekly PWM - 20% 20% 20% 20%
Sow Mortality- 10% 10% 10% 10%
Nursery and Finishing-> 1% mortality in any one day
Production Emergency Contact List
Start at the first contact and continue to call until you talk to someone, do not leave message.
Names(in order to be contacted)
Pager# Mobile# Home#
1) Clifton Ball 252-286-8616
2) Doug Norris 910-385-4894
3) Guy Padgett 910 271-3829
4) Clifton Ball 252-286-8616
5) Larry Matthis Jr. [phone] [phone] [phone]
6) Greg Wulf [phone] [phone]
7) Terry Tate [phone] [phone]

Return to the top of the list and start again until someone is contacted.
Emergency Procedure for Fire, Medical, and Property Damage
1) Contact the appropriate personnel using the Safety emergency number contact list.
2) Contact your manager and/or primary contact.
Safety Emergency Contact Numbers
Pager# Mobile# Home#
1) Clifton Ball 252-286-8616
2) Larry Matthis Jr. [phone] [phone] [phone]
3) Mike Brown [phone] [phone]
4) Ambulance 911
5) Fire Dept 911
6) Police/Sheriff Dept 911
7) (Area) Hospital- Duplin [phone]
8) (Area) Clinic-Dr. Ricci [phone]
9) Poison Control [phone]
10) Highway Patrol [phone]
Location of main electrical shut off:
Location of main gas shut off: N/A
Electric Company: Four County Phone#: [phone]
Account/Meter# : 40000109

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

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

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine production CY Vegetative or wooded buffers
M( Recommended best management practices
E(Good judgment and common sense
Animal body • Dirty manure-covered Dry floors
surfaces animals
Floor surfaces • Wet manure-covered floors IT Slotted floors
M" Waterers located over slotted floors
9(Feeders at high end of solid floors
d Scrape manure buildup from floors
O Underfloor ventilation for drying
Manure collection • Urine Ef Frequent manure removal by flush,pit recharge,
pits • Partial microbial or scrape
decomposition O Underfloor ventilation
Ventilation exhaust • Volatile gases 9'Fan maintenance
fans . Dust n Efficient air movement
Indoor surfaces . Dust 9' Washdown between groups of animals
O Feed additives
O Feeder covers
• Feed delivery downspout extenders to feeder
covers
Flush tanks • Agitation of recycled lagoon O Flush tank covers
liquid while tanks are filling O Extend fill lines to near bottom of tanks with
anti-siphon vents
Flush alleys • Agitation during wastewater O Underfloor flush with underfloor ventilation
conveyance
AMOC -November 11, 1996, page 1

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Pit recharge points . Agitation of recycled lagoon 0 Extend recharge lines to near bottom of pits with
liquid while pits are filling anti-siphon vents
Lift stations . Agitation during sump tank O Sump tank covers
filling and drawdown
Outside drain • Agitation during wastewater 0 Box covers
collection or junction conveyance
boxes
End of drainpipes • Agitation during wastewater 0 Extend discharge point of pipes underneath
at lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions Proper lagoon liquid capacity
• Biological mixing 5Y�Correct lagoon startup procedures
• Agitation O Minimum surface area-to-volume ratio
0'Minimum agitation when pumping
O Mechanical aeration
O Proven biological additives
Irrigation sprinkler . High pressure agitation Irrigate on dry days with little or no wind
nozzles 0 Wind drift ®'Minimum recommended operating pressure
93/Pump intake near lagoon liquid surface
0 Pump from second-stage lagoon
Storage tank or . Partial microbial O Bottom or midlevel loading
basin surface decomposition 0 Tank covers
• Mixing while filling O Basin surface mats of solids
• Agitation when emptying 0 Proven biological additives or oxidants
AMOC -November 11, 1996, page 2

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

Additional Information: Available From:
Swine Manure Management; .0200 RuleBMP Packet NCSU, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies;EBAE Fact Sheet NCSU—BAE
Swine Production Facility Manure Management: Pit Recharge—Lagoon Treatment; EBAE 128-88 NCSU—BAE
Swine Production Facility Manure Management: Underfloor Flush—Lagoon Treatment; EBAE 129-88 NCSU—BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage;EBAE 103-83 NCSU—BAE
Calibration of Manure and Wastewater Application Equipment;EBAE Fact Sheet NCSU—BAE
Controlling Odors from Swine Buildings;PIH-33 NCSU—Swine Extension
Environmental Assurance Program;NPPC Manual N.C. Pork Producers Assoc.
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agricultural Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension
AMOC -November 11, 1996, page 4

Version—November 26,2018 i
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
❑ 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 beat least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
® Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
j
A composting system approved and permitted by the NC Department of Agriculture& Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
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. 106-649.70).
Q Any method which, in the professional opinion of the State Veterinarian; would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
aMass 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.
gnature of Farm Owner/Manager Date
Signature of Technical Specialist Date

OPERATION & MAINTENANCE PLAN
t Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available in
the lagoon for future wet periods. In the late summer/early fall the lagoon should be pumped down
to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization
plan will allow it.
s
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty action.
The'routine maintenance of a lagoon involves the following:
• Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, if needed, to maintain a vigorous stand. The amount of fertilized applied should
be based on a soils test, but in the event that it is not practical to obtain a soils test
each year, the lagoon embankment and surrounding areas should be fertilized with
800 pounds per acre of 10-10-10, or equivalent.
r
S 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
M00202041513
2

Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
1. settlement, cracking, or"jug" holes
2. side slope stability -- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
P
Transfer Pumps --check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
• Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot .
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
-
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
M00202041514
3

t 1
Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
( determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in then amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
4 M002020¢1515

i
• Practice water conservation --- minimize building water usage and spillage from
( leaking waterers, broken pipes and washdown through proper maintenance and water
conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the
amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the .
'summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
j
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
r
• 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.
i
• 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:
i
5 M00202041516 I
i
i

I
• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper-agitator impeller pump through large-
bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag-line operator will ensure that the lagoon liner
remains intact. If you see soil material or the,synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge can
be removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus and
metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion.
Note that if the sludge is applied to fields with very high soil-test phosphors, it should be
applied only at rates equal to the crop removal of phosphorus. As with other wastes,
always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.
6
M00202042517

t i
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach of
the dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure--an example is the placement of a pipe in the dam
without proper design and construction. (Consult an expert in lagoon design before
placing any pipes in dams.)
• Lagoon liquid levels--high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.
7 M00202041518

Operator: D.M. Farms, Sect. 3, Site ` County: Duplin Date: 12/17/93
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
3,960 head (finishing only) x 135 lbs. = 534,600 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 534,600 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 534,600 lbs. SSLW x Treatment Volume(CF)/Ib. SSLW
Treatment Volume(CF)/Ib. SSLW= 1.0 CF/lb. SSLW
Volume = 534,600 Cubic Feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet (As per owner's request)
4. TOTAL DESIGN VOLUME
Inside top length = 350.00 feet Inside top width = 266.00 feet
Top of dike at elevation = 83.50 feet
Freeboard 1.00 feet ; Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation = 82.50 feet
Bottom of lagoon elevation = 71.50 feet
Seasonal high water table elevation = 79.00 feet
Total design volume using prismoidal formula
SS/ENDi SS/END2 SIDE1 SIDE2 LENGTH WIDTH DEPTH
3.00 3.00 3.00 3.00 344.00 260.00 11.00
AREA OF TOP = LENGTH *WIDTH
344.00 260.00 = 89,440 SF (AREA OF TOP)
AREA OF BOTTOM = LENGTH * WIDTH
278.00 194.00 = 53,932 SF (AREA OF BOTTOM)
AREA OF MIDSECTION = LENGTH * WIDTH * 4
311.00 227.00 = 282,388 SF (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
( 89,440 + 282,388 + 53,932 ) * 1.83
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 780,560 CU. FT.

�rQ 4-pow e l
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length *Width =
350.00 266.00 93,100 square feet
Buildings (roof and lotwater)
Length *Width =
0.0 0.0 0.0 square feet
TOTAL DA 93,100 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 534,600 Lbs. SSLW * CF of Waste/Lb./Da * 180 days
ays
Volume = 130,870 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
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 = 7.00 inches
Volume = 7.00 in * DA/ 12 inches per foot
Volume = 54,308 cubic feet

3 3Vi e, j
5D. Volume of 25 year — 24 hour storm
Volume = 7.50 inches/ 12 inches per foot * DA
Volume = 58,188 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 130,870 cubic feet
5B. 0 cubic feet
5C. 54,308 cubic feet
5D. 58,188 cubic feet
TOTAL 243,366 cubic feet
6. SUMMARY
6.1: Total required volume 777,966 cubic feet
6.1A: Total design volume avail. 780,560 cubic feet
6.2: Min. req. treatment volume plus sludge accumalation 534,600 cubic feet
6.2A: At elev. 79.60 feet ; Volume is 536,130 cubic feet (end pumping)
6.3: Total design volume less 25yr-24hr storm is 722,373 cubic feet
6.3A: At elev. 81.80 feet ; Volume is 718,836 cubic feet (start pumping)
Seasonal high water table elevation 79.00 feet
7. Designed By: John Lenfestey Approve
Date: 12/17/93 Date:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: �� rncl�l�' FJ CJrjg2NL%S

MURPHY FARMS, INC.
P.O. Box 759
Rose Hill, NC 28458
Phone: [phone]
Calculations By: John Lenfestey
Operator: _____> D.M. Farms, Sect. 3, Site
County: _____> Duplin
Date: _____> 12/17/93
Dist.to nearest residence (other than owner): _____> 1,000 Feet
Sows (farrow to finish): _____> 0
Sows (farrow to feeder): 0
Head (finishing only): _____> 3,960
Sows (farrow to wean): _____> 0
Head (wean to feeder): _____> 0
Storage volume for sludge accum. (cu. ft.): _____> 0.00 Cu. Ft.
Treatment Volume (min. 1 cu. ft./lb.) _____> i.00
Inside top length: _____> 350.00 Feet
Inside top width: _____> 266.00 Feet
Top of dike at elevation: _____> 83.50 Feet
Freeboard: ___ 1.00 Feet
Side slopes: _____> 3.0 : 1
25 Year — 24 Hour Rainfall 7,50 Feet
Bottom of lagoon elevation: _____> 71.50 Feet
Minimum Permanent Storage Depth of Lagoon: _____> 8.10 Feet
otalrequiredvolume: _____> 777,966 Cu. Ft.
Total design volume avail.: _____> 780,560 Cu. Ft.
Design end pumping elev.: _____> 79.60 Feet
Minimum required treatment volume: ____> 534,600 Cu. Ft.
Treatment vol. at end pumping avail.: ____> 536,130 Cu. Ft.
Design start pumping elev.: _____> 81.80 Feet
Design Vol. — 25 Yr/24 Hr Rainfall: ____> 72-2,373 Cu. Ft.
Design vol. at start pumping elev.: _____> 718,836 Cu. Ft.
Seasonal high water table elevation: _____> 79.00 Feet
NOTE: Verify that bottom of temp. storage =____> 79.60 Feet
is above water table elevation:
NOTE: Verify that temp. storage is adequate:
Min. required temporary volume: 243,366 Cu. Ft.
Design temporary volume available: 244,430 Cu. Ft.

MURPHY FARMS, INC.
P.O. Box 759
Rose Hill, NC 28458
Phone: [phone]
I
Calculations By: John Lenfestey
Date: 12/15/93
Farm Operator: D.M. Farms, Section 3 — Site #A
County: Duplin
Distance to nearest residence (other than owner): 1000.0 Feet
INPUT DATA:
Sows (farrow to finish) = 0
Sows (farrow to feeder) = 0
Head (finishing only) = 6,240 (Modified Missouri Houses)
Sows (farrow to wean)= 0
Head (wean to feeder)= 0
Seasonal high water table elevation = 62.0 Feet
Storage Volume for sludge accumulation = 0.0 Cu. Ft. (As Per Owner's Requ st
Treatment volume (Min. = 1 CF/Lb) = 1.0 CF/Lb
Inside top length of dike = 470.00 Feet
Inside top width of dike = 300.00 Feet
Top of Dike Elevation = 67.00 Feet
3ottom of lagoon elevation = 54.20 Feet
Freeboard depth of dike = 1.00 Feet
Side slopes on dike = 3.0 : 1
25 Year — 24 Hour Rainfall = 7.50 Inches
Rainfall in excess of evaporation = 7.00 Inches
Minimum Permanent Storage Depth = 8.15 Feet
CALCULATED DATA:
Minimum treatment volume — livestock = 842,400 Cubic Feet
Vol. of Waste Produced = 206,220 CF
Vol. of Wash Water = 0 CF
Rainfall—Excess Evapor. = 82,250 CF
Rainfall / 25 Yr Storm = 108,600 CF
Rainfall on Buildings = 65,520 CF
Minimum temporary storage volume = 462,590 Cubic Feet
Total minimum required treatment volume = 1,304,990 Cubic Feet
Total design volume available = 1,312,793 Cubic Feet
Total temporary volume available = 468,207 Cubic Feet
Total Volume at start pumping elevation = 1,198,475 CF @ 65.15 Feet
"Iesign Volume less 25 Yr — 24 Hr Rainfall = 1,204,193 Cubic Feet
Minimum Volume for permanent storage = 844,587 CF @ 62.35 Feet
Permanent storage volume is greater than Mimimum treatment volume

MURPHY FARMS, INC. Page 2
Farm Operator: D.M. Farms, Section 3 — Site
Date: 12115/93
VOLUME CALCULATIONS:
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.
6,240 head (finishing only) X 135 Lbs. = 842,400 Lbs.
0 sows (farrow to wean) X 433 Lbs. = 0 Lbs.
0 head (wean to feeder) X 30 Lbs. = 0 Lbs.
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 842,400 Lbs.
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Minimum volume = Lbs. SSLW x Treatment Volume (CF/Lb. SSLW)
Minimum volume = 842,400 Cubic Feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Minimum volume = 0.0 Cu. Ft. (As Per Owner's Req
4. TOTAL DESIGN VOLUME
Inside top length of dike = 470.00 Feet
Inside top width of dike = 300.00 Feet
Top of Dike Elevation = 67.00 Feet
Bottom of lagoon elevation = 54.20 Feet
Freeboard depth of dike = 1.00 Feet
Side slopes on dike = 3.0 : 1
Total design lagoon liquid level elevation = 66.00 Feet
Total design liquid level depth = 11.80 Feet
Determine total design volume using prismoidal formula:
SS / Endl = 3.0 Feet SS / Sidel = 3.0 Feet
SS / End2 = 3.0 Feet SS /Side 2 = 3.0 Feet
Inside Dike Length 9 Design Liquid Level
464.00 Feet
(side Dike Width @ Design Liquid Level = 294.00 Feet

MURPHY FARMS, INC. Page 3
Farm Operator: D.M. Farms, Section 3 — Site #z
Date: 12/15/93
VOLUME CALCULATIONS (continued):
Area of Top = Inside dike length(top) * Inside dike width(top)
Area of Top = 464.00 * 294.00
Area of Top = 136,416 Square Feet
Area of Bottom = Inside dike length(bottom) * Inside dike width(bottom)
Area of Bottom = 393.20 * 223.20
Area of Bottom = 87,762 Square Feet
Area of Midsection = Inside dike length(mid) * Inside dike width(mid)
Area of Midsection = 428.60 * 258.60
Area of Midsection = 110,836 Square Feet
Total design volume = [Area of Top + (4 *Area of Midsection) + Area of Bottom] * (Depth/6)
Total design volume = 667,522 * 1.97
Total design volume = 1,312,793 Cubic Feet
4A. TOTAL DESIGN VOLUME AT START PUMPING ELEVATION OF 65.15 Feet
Area of Top = 132,576 Square Feet
Area of Bottom = 87,762 Square Feet
Area of Midsection = 109,090 Square Feet
Volume @Start Pump = [Area of Top + (4 *Area of Midsection) + Area of Bottom] * (Depth/6)
Volume @Start Pump = 656,699 * 1.83
Volume @Start Pump = 1,198,475 Cubic Feet
4B. TOTAL DESIGN VOLUME AT END PUMPING ELEVATION OF 62.35 Feet
Area of Top = 120,295 Square Feet
Area of Bottom = 87,762 Square Feet
Area of Midsection = 103,431 Square Feet
Volume @ End Pump = [Area of Top + (4 *Area of Midsection) + Area of Bottom] * (Depth/6)
Volume @ End Pump = 621,782 * 1.36
Jolume @ End Pump = 844,587 Cubic Feet

MURPHY FARMS, INC. Page 4
Farm Operator: D.M. Farms, Section 3 — Site #4
Date: 12/15/63
VOLUME CALCULATIONS (continued):
4C. TOTAL DESIGN VOLUME AT PERMANENT STORAGE ELEVATION
Minimum Permanent Storage Depth = 8.15 Feet
Area of Top = 120,295 Square Feet
Area of Bottom = 87,762 Square Feet
Area of Midsection = 103,431 Square Feet
Permanent Volume = [Area of Top + (4 *Area of Midsection) + Area of Bottom] * (Depth/6)
Permanent Volume = 621,782 * 1.36
Permanent Volume = 844,587 Cubic Feet
5. TEMPORARY STORAGE VOLUME CALCULATIONS
Design Drainage Area = Area of Lagoon (Top of Dike) + Area of Buildings
Design temporary storage period = 180.0 Days g
Area of Lagoon = Length at top of dike * Width at top of dike
Area of Lagoon = 470.00 * 300.00
Area of Lagoon = 141,000 Square Feet
Area of Buildings (roof& lot water) = Length of Buildings * Width of Buildings * No. of Buildings
Area of Buildings = 260.0 * 21.0 * 6.0
Area of Buildings = 32,760 Square Feet
Design Drainage Area = Area of Lagoon (Top of Dike) + Area of Buildings
Design Drainage Area = 141,000 + 32,760
Design Drainage Area = 173,760 Square Feet
5A. VOLUME OF WASTE PRODUCED
Approximate daily production of manure in CF/LB SSLW 0.00136 CF/Lb SSLW
Volume of Waste = Lbs. SSLW * CIF of Waste/Lb./Day * 180 Da s
Volume of Waste = 842,400 * 0.00136 * 180 y
Volume of Waste = 206,220 Cubic Feet

MURPHY FARMS, INC. Page 5
Farm Operator: D.M. Farms, Section 3 — Site #2
Date: 12J15/93
TEMPORARY STORAGE VOLUME CALCULATIONS (continued)
5B. Volume of Wash Water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Vol. of Wash Water = Gallons per Day * Temporary Storage Period /7.48 Gals./Cubic Foot
Vol. of Wash Water = 0 * 180
Vol. of Wash Water = 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 = 7.00 Inches
Vol. of Excess Rainfall = Lagoon Area * Rainfall Amount
Vol. of Excess Rainfall = 141,000 * 7.00
✓ol. of Excess Rainfall = 82,250 Cubic Feet
5D. Volume of 25 Year — 24 Hour Storm
Vol. of Storm Rainfall = Design Area * Rainfall Amount
Vol. of Storm Rainfall = 173,760 * 7.50
Vol. of Storm Rainfall = 108,600 Cubic Feet
5E. Volume of Total Rainfall for Modified Missouri Houses
Vol. of Total Rainfall = Building Area * Rainfall Amount
Vol. of Total Rainfall = 32,760 * 24.00 Inches
Vol. of Total Rainfall = 65,520 Cubic Feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. Volume of Waste Produced = 206,220 Cubic Feet
5B. Volume of Wash Water = 0 Cubic Feet
5C. Vol. of Rainfall in Excess of Evapor. = 82,250 Cubic Feet
5D. Vol. of Rainfall/25 Yr — 24 Hr Storm = 108,600 Cubic Feet
5E. Vol. of Total Rainfall on Buildings = 65,520 Cubic Feet
TOTAL TEMPORARY VOLUME = 462,590 Cubic Feet

MURPHY FARMS, INC. Page 6
Farm Operator: D.M. Farms, Section 3 — Site #a
Date: 12/15/93
6. SUMMARY
Minimum treatment volume — livestock = 842,400 Cubic Feet
Minimum temporary storage volume = 462,590 Cubic Feet
Total minimum required treatment volume = 1,304,990 Cubic Feet
Total design volume available = 1,312,793 Cubic Feet
Total temporary volume available = 468,207 Cubic Feet
Design start pumping elevation = 65.15 Feet
Total Volume at start pumping elevation = 1,198,475 Cubic Feet
Design Volume less 25 Yr — 24 Hr Rainfall = 1,204,193 Cubic Feet
Design end pumping elevation = 62.35 Feet
Total Volume at end pumping elevation = 844,587 Cubic Feet
Design min. permanent storage elevation = 62.35 Feet
Total Volume at min. storage elevation = 844,587 Cubic Feet
Vol. of Permanent + Temporary Storage = 1,307,176 Cubic Feet
NOTE: Bottom of Temporary Storage = 62.35 Feet is above
the water table elevation of 62.00 Feet
7. DESIGNED BY: John Lenfestey
DATE: 12/15/93
APPROVED BY:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: /_ fuS

POST OFFICE BOX 759 - ROSE HILL,NORTH CAROLINA 28458
[phone]
II
January 3, 1995
Mr. Mike Sugg
District Conservationist
USDA - Soil Conservation Service
PO Box 277
Kenansville, NC 28349
Re: DM Farms Sectioin 3 , Site 3 - 7980 Feeder to Finish
Dear Mr. Sugg:
Enclosed for your review is the completed Animal Waste Management
Plan for the above referenced swine farm. Specific items included
in this package are as follows:
- Location Map
- Lagoon Design Spreadsheet
- Operation & Maintenance Plan for Lagoon
- construction Specifications for Lagoon
- Site Seeding Requirements
- Earthwork Calculations
- Waste Utilization Plan
- Site Plan with Construction Details
Please contact me at (910) 289-2111, ext. 592 if you have any
questions concerning this package.
Sincerely:
M. Kevin Weston
Engineering Technician
MKW
Enclosures
cc: File
DM Farm (complete package)
Murphy Farms Construction Dept. (site plan only)

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2 STAGE WASTE LAGOON DESIGN
Operator: _______________________===>DM FARMS - SEC 3 SITE 3
vounty: ___________________________>DUPLIN
Date: > 01/03/95
Dist.to nearest residence (other than owner): _______> 2,000 ft.
sows (farrow to finish): ___________________>
sows (farrow to feeder):
head (finishing only): ___________________> 7980
sows (farrowto wean):
head (wean to feeder): ___________________>
Ave. Live Weight for other operations(lbs.): ________>
Storage volume for sludge accum. (cu. ft./lb.): ______>
Treatment Volume (min. 1 cu. ft./lb.): ___________> -1.0
25Year - 24 Hour Rainfall (in.): ______________> 7.5
Rainfall in excess of evaporation (in.): ________ __> 7.0
Drainage area of buildings.& lots (sq. ft.): _________>
Volume of wash water (gallons/day): ___________>
Temporary storage period (days): _____________> 180
Side slopes (inside lagoon): ________________> 3.0 : 1
Seasonal high water table(SHWT) elev.ft): ________> 93.0
PRIMARY STAGE (Permanent Trmt + Sludge Accum + Storm Storage)
Inside top length ft). ________________ 350.0 1
iside top width ft): _________________ 400.0
Top of dike elevation ft): _________________> 995
Bottom of lagoon elevation ft): ______________> 88.5
Freeboard ft): _______________________> 1.7
Connector Pipe Invert : 985
FREEBOARD
Required PERMANENT storage vol.: ===__> 1,077,300 cu. ft. **1STSTG. VOL 0.K.R*
Actual design PERMANENT storage vol.: ___> 1,117,660 cu. ft. 103.75%
*???* Is the intent to store all of the 25 yr/24 hr storm in the 2nd
stage or in both stages? (1=2nd stage, 2=both stages) _> 1
Required STORM Storage volume: 0 cu. ft.
Actual design STORM Storage volume: ____> 0 cu. ft.
(design volume is below freeboard)
Total Required PRIMARY Stage Volume: ___> 1,077,300 cu. ft. **TOTAL STOR. O.K.**
Total Design PRIMARY Stage Volume: ____> 1,117,660 cu, ft. 103.75%
t
i
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i
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SECOND STAGF (Temporary Storage + Storm Storage)
TEMPORARY STORAGE = Waste Production + Wash Water + Rainfall Excess
STORM STORAGE = 25 Year/24 Hour storm
Inside top length ft): 400.0
inside top width 325.0
Top of dike elevation (ft.): > 995
Bottom of lagoon elevation ft) 89.5
Freeboard > 1.0
Stop pumping elevation (> or = to 93.0 ft.SHWT)> 93.0
Required TEMPORARY Storage volume: ___> 338,917 cu. ft. **TEMP. STOR. O.K.**
Actual design TEMPORARY Storage volume:=> 444,808 cu. ft. 131.24%
(design volume is below Storm Storage)
g )
Star
t 970
Required STORM Storage volume: __-__> 168,750 cu. ft. **STORM STOR. O.K.**
Actual design STORM Storage volume: ___> 183,757 cu. ft. 108.89%
(design volume is below Freeboard)
L:
it
,
Y
I?
h.

2 STAGE WASTE LAGOON DESIGN
i
Operator: DM FARMS — SEC 3 SITE 3 County: DUPLIN Date:
01/03/95
Distance to nearest residence (other than owner): 2,000 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. —
0 sows (farrow to feeder) x 522 lbs. = 0 Ibs
7980 head (finishing only) x 135 lbs. = 0 Ibs
0 sows farrow to 1,077,300 Ibs
( wean _
x 4331bs. — 0lbs
0 head (wean to feeder) x 30 lbs. —
Describe other : — 0 Ibs
0
i
Total Average Live Weight = 1,077,300 Ibs
l
***** 2. PRIMARY STAGE *****
2a. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
is
Volume = 1,077,300 lbs. ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/Ib. ALW = 1 CF/lb. ALW
Volume = 1,077,300 cubic feet
2b. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
2c. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike primary stage)
(Length * Width of primary stage)
350.0 400.0 140,000 square feet
Volume of 25 year — 24 hour storm (PRIMARY STAGE)
Volume =
7.5 inches/ 12 inches per foot * DA
Volume = 87,500 cubic feet

2d. DESIGNED PRIMARY STAGE VOLUME
Inside top length (feet) ---------------- 350.0
Inside top width (feet)----------------_ 400.0
Top of dike elevation (feet) -------------- 995
Bottom of lagoon elevation (feet)----------- 885
Freeboard (feet)-------------------• 1.7
Side slopes (inside lagoon)-------------- 3.0 : 1
Connector Pipe Invert (feet) ------------- 985
Total design PERMANENT STORAGE volume using prismoidal formula :
SS/ENDi SS/END2 SS/SIDE SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 339.8 389.8 10.0
AREA OF TOP
LENGTH * WIDTH = 339.8 389.8 132,454 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH = 279.8 329.8 92,278 (AREA OF BOTTOM)
AREA OF MIDSECTION
LEN. * WIDTH * 4 = 309.8 359.8 445,864 (AREA OF MIDSEC. * 4) I[
e
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
132,454 445,864 92,278
1.7
-Total Designed PERMANENT Volume Available in Primary Stage= 1,117,660 CU, FT.
Total design STORM STORAGE volume using prismoidal formula :
G
SS/END1 SS/END2 SS/SIDE SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 339.8 389.8 0.0
AREA OF TOP
LENGTH * WIDTH = 339.8 389.8 132,454 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH = 339.8 389.8 132,454 (AREA OF BOTTOM)
AREA OF MIDSECTION
LEN. * WIDTH * 4 = 339.8 389.8 529,816 (AREA OF MIDSEC. * 4)
CU. FT. _ [AREA TOP +
(4*ARE A MIDSE
CTION) + AREA BOTTOM] DEPTH/6 TH/6132454
529,816 132,454 0.0
-Total Designed STORM Volume Available in First Stage=
0 CU. FT,

***** 3. SECOND STAGE *****
TEMPORARY STORAGE REQUIRED
3A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.87
Volume = 1,077,300 lbs. ALW/135lbs. ALW * 1.37 gal/day 180
Volume = 1,967,868 gals. or 263,084 cubic feet
I;
3B. Volume of wash water days
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 3A.
I
Volume = 0 gallons/day * 180 days storage/7.48 gallons
Volume = 0 cubic feet
per CF
3C. Volume of rainfall in excess of evaporation
DRAINAGE AREA:
— Lagoon (top of dike second stage)
(Length * Width of second stage)
400.0 * 325.0 = 130,000 square feet
— Buildings (roof and lot water)
0 square feet Describe this area.
TOTAL DRAIN. AREA 130,000 square feet
Design temporary storage period to be 180 days.
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 = 75,833 cubic feet
r
3D. Volume of 25 year — 24 hour storm (SECOND STAGE)
Volume = 7.5 inches/ 12 inches per foot * DA
Volume = 81,250 cubic feet
TOTAL REQUIRED SECOND STAGE STORAGE
3A. 263,084 cubic feet — waste production
3B. 0 cubic feet — wash water
3C. 75,833 cubic feet — rainfall excess (both stages)
3D. 81,250 cubic feet — 25 yr/24 hr storm (second stage)
TOTAL 420,167 cubic feet

3e. DESIGNED SECOND STAGE VOLUME
Inside top length (feet) ---------------- 400.0
Inside top width (feet)----------------- 325.0
Top of dike elevation (feet) -------------- 99.5
Start Pump elevation (feet) -------------- 97.0
End Pump elevation (feet) --------------
93.0
Bottom of lagoon elevation (feet)----------- 89.5
Freeboard (feet)--------------------
1.0
Side slopes (inside lagoon)-------------- 3.0 1
Total design TEMPORARY STORAGE volume using prismoidal formula :
SS/END1 SS/END2 SS/SIDE SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 385.0 310.0 4.0
AREA OF TOP
LENGTH * WIDTH = 385.0 310.0 119,350 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH = 361.0 286.0 103,246 (AREA OF BOTTOM)
AREA OF MIDSECTION
LEN. WIDTH * 4 = 373.0 298.0 444,616 (AREA OF MIDSEC. 4)
CU. FT. [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] DEPTH/6
119,350 444,616 103,246
0.7
Total Designed TEMPORARY Volume Available in Second Stage= 444,808 CU. FT.
Total design STORM STORAGE volume using Prismoidal formula :
SS/END1 SS/END2 SS/SIDE SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 394.0 319.0 1.5
AREA OF TOP
LENGTH * WIDTH = 394.0 319.0 125,686 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH = 385.0 310.0 119,350 (AREA OF BOTTOM)
AREA OF MIDSECTION
LEN. WIDTH * 4 = 389.5 314.5 489,991 (AREA OF MIDSEC. * 4)
it
CU. FT. [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
125,686
489,991 119,350 0.3
Total Designed STORM Volume Available in Second Stage=
183,757 CU. FT.

j
Total design volume using prismoidal formula :
SS/END1 SS/END2 SS/SIDE SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 394.0 319.0
9.0
AREA OF TOP
LENGTH * WIDTH = 394.0 319.0 125,686 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH = 340.0 265.0
90,100 (AREA OF BOTTOM)
AREA OF MIDSECTION
LEN. * WIDTH * 4 = 367.0 292.0 428,656 (AREA OF MIDSEC. * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
125,686 428,656 90,100
1.5 I'
—Total Design Volume Available in Second Stage=
966,663 CU. FT.
----------
ly
�C
I=.

4. SUMMARY
Temporary storage period --------------
180 days
Rainfall in excess of evaporation ----------- 7.0 inches
25 year - 24 hour rainfall --------------
Side slopes ---------------------- 7.5 inches
Seasonal high watertable elevation (SHWT) --- 93.0 feet
PRIMARY STAGE***********
Inside top length -------------------
Inside top width -------------------- 350.0 feet
400.0 feet
Top of dike elevation -----------------
-99.5 feet
Bottom of lagoon elevation --------------
Freeboard ----------------------
Connector 88.5 feet
1.7 feet,
Pipe Invert ----------------
The design intent is to store the 25 yr/24 hr storm in the 2n-98.5 feet
------- 1,077,300 cu. ft.
Required PERMANENT storage volume d stage only
Actual design PERMANENT storage volume ---- 17,660 cu. ft.
Required STORM Storage volume ----------
Actual design STORM Storage volume 0 cu. ft.
Total Required Storage Volume ----------- 0 cu. ft.
1,077,300 cu. ft.
Total Actual Design Storage Volume --------- 1,117,660 cu. ft.
Min. thickness of soil liner when required ------ 1.6 feet
SECOND STAGE***********
Inside top length ------------------- 400.0 feet
Inside top width ----------------Top of dike elevation ------------- ----
325.0 feet----
Bottom of lagoon elevation -------------- 99.5 feet
Freeboard ---------------------- 89.5 feet
1.0 foot
Stop Pumping elevation (> or 93.0 ft. SHWT) 93.0 feet
Required TEMPORARY Storage volume ------- 338,917 cu. ft.
Actual design TEMPORARY Storage volume ---- 444,808 cu. ft.
Start Pumping elevation ---------------
Required STORM Storage volume -------- 97.0 feet
-- 168,750 ft.
Actual design STORM Storage volume ------- 183,757 cu.. ft.
u
Total Required Storage Volume
Total Actual Design Storage Volume
---------- cu420,167 cu. ft.
me --------- 966,663 cu. ft.
Min. thickness of soil liner when required ------ 1.5 feet
7. DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

MURPHY FARMS, INC.
P.O. Box 759
Rose Hill, NC 28458
Phone: [phone] y
Calculations By: '.oO John Lenfestey
Date: .10/26/93 W
Farm Operator:
County: Duplin /
Distance to nearest residence (other than owner): 1000.0 Feet
INPUT DATA:
Sows (farrow to finish) = 0
Sows (farrow to feeder) = 0
Head (finishing only)
1
Sows (farrow to wean)= 0
Head (wean to feeder)= 44D;008- �
Seasonal high water table elevation = 79.0 Feet
Storage Volume for sludge accumulation = 0.0 Cu. Ft. (As Per Owner's st)
Treatment volume (Min = 1 CF/Lb) = 1.0 CF/Lb
Inside top length of dike = 265.00 Feet
Inside top width of dike = 265.00 Feet
Top of Dike Elevation = 84.20 . Feet
3ottom of lagoon elevation = 74.65 Feet
Freeboard depth of.dike = 1.0 Feet
Side slopes on dike = 3.0 : 1
25 Year — 24 Hour Rainfall = 7.50 Inches
Rainfall in excess of evaporation = 7.00 Inches
Minimum Permanent Storage Depth = 6.00 Feet
CALCULATED DATA:
i
Minimum treatment volume — livestock = 300,000 Cubic Feet
Vol. of Waste Produced = 73,440 CF
Vol. of Wash Water = 0 CF
Rainfall—Excess Evapor. = 40,965 CF
Rainfall/25 Yr Storm = 43,891 CF
Minimum temporary storage volume = 158,295 Cubic Feet
Total minimum required treatment volume = 458,295 Cubic Feet
Total design volume available 467,442 Cubic Feet
Total temporary volume avaliable= 161,151 Cubic Feet
'�� t ti rev _
Total Volume at start pumping elevation 421,242 CF @ 82.50 Feet
Design Volume less..2. 5 Yr 24 Hr Rainfall 423,551 Cubic Feet
Ainimum Volume for g permanent stora a 306,291 CF @ 80.65 Feet
�
Permanent stoFage'volume is "greater than Ivlimimum treatment
--
volume for livestock

MURPHYFARMS, INC. �7 �Q { Page 2
Farm Operator: q��
Date: 10/26/93
VOLUME CALCULATIONS:
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.
0 head (finishing only) X 135 Lbs. = 0 Lbs.
0 sows (farrow to wean) X 433 Lbs. = 0 Lbs.
10000 head (wean to feeder) X 30 Lbs. = 300,000 Lbs.
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 300,000 Lbs.
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Minimum volume = Lbs. SSLW x Treatment Volume (CF/Lb. SSLW)
Minimum volume = 300,000 Cubic Feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
f
Minimum volume = 0.0 Cu. Ft. (As Per Owne7/cl—Ilest)
4. TOTAL DESIGN VOLUME
Inside top length of dike = 265.00 Feet
Inside top width of dike = 265.00 Feet
Top of.Dike Elevation = 84.20 Feet
Bottom of lagoon elevation = 74.65 Feet
Freeboard depth of dike = 1.0 Feet
Side slope's on dike = 3.0 : 1
Total design.lagoon liquid level elevation = 83.20 Feet
Total design"liquid level depth = 8.55 Feet
Detemiine'total design volume using prismoidal formula:
SS/ Endi 3.0 Feet SS/Sidei = _ 3.0 Feet
`SS/ End2 '=Via'+ .;"P -3.O Feet SS /Side 2 = 3.0 Feet
W.
, . ,
inside Dike Length @ Design Liquid Level = 259.00 Feet
inside Dike-"`Width @ Design Liquid Level = 259.00 Feet
F

MURPHY FARMS, INC. wen 9 y Page 3
Farm Operator: "° = MT-d"r Nursery N 4 ,��
Date: 10/26/93 0
VOLUME CALCULATIONS (coritinued): t
Area of Top = Inside dike length(top) * Inside dike width(top)
Area of Top = 259.00 * 259.00
Area of Top = 67,081 Square Feet
Area of Bottom = Inside dike length(bottom) * Inside dike width(bottom)
Area of Bottom = 207.70 * 207.70
Area of Bottom = 43,139 Square Feet
Area of Midsection = Inside dike length(mid) * Inside dike width(mid)
Area of Midsection = 233.35 * 233.35
Area of Midsection = 54,452 Square Feet
Total design volume = [Area of Top + (4 *Area of Midsection) + Area of Bottom] * (Depth/6)
Total design volume =
328 029
. � 1.42
Total design volume = 467,442 Cubic Feet
4A. TOTAL DESIGN VOLUME AT START PUMPING ELEVATION OF 82.50 Feet
Area of Top 64,923 Square Feet
Area of Bottom = 43,139 Square Feet
Area of Midsection ,53,477 Square Feet
Volume @Start Pump = [Area of Top + (4 *Area of Midsection) + Area of Bottom] * (Depth/6)
Volume' Pump = 321,969 * 1.31
Volume @Start Pump = 421,242 Cubic Feet
4B. TOTAL DESIGN VOLUME AT END PUMPING ELEVATION OF 80.65 Feet
Area of Top = 59,390 Square Feet
Area of Bottom 43,139 Square Feet
Area of Midsection 50,9'40 Square Feet
Volume @ End Pump [Area of Top + (4 *Area of Midsection) + Area of Bottom] * (Depth/6)
Volume @ End Pump ,306,291 * 1.00
Volume @ End Pump = 306,291 Cubic Feet
�it�.

-MURPHY FARMS, INC. Page 4
Farm Operator: DM- af "1 rserq-� f
Date: 10/26/93 O
VOLUME CALCULATIONS (continued):
4C TOTAL DESIGN VOLUME AT PERMANENT STORAGE ELEVATION
Minimum Permanent Storage Depth = 6.00 Feet
,, :r '
Area of Top = 59,390 Square Feet
Area of Bottom = 43,139 Square Feet
Area of Midsection = 50,940 Square Feet
Permanent Volume = (Area of Top + (4 *Area of Midsection) + Area of Bottom] * (Depth/6)
Permanent Volume = 306,291 * 1.0
0
Permanent Volume = 306,291 Cubic Feet
5. TEMPORARY STORAGE VOLUME CALCULATIONS
Design Drainage Area = Area of Lagoon (Top of Dike) + Area of Buildings
Design temporary storage period = 180.0 Days
Area of Lagoon = Length at top of dike * Width at top of dike
Area of Lagoon = 265.00 * 265.00
Area of Lagoon = 70,225 Square Feet
Area of Buildings (roof& lot water) = Length of Buildings *Width of Buildings
Area of Buildings = 0.0 * 0.0
Area of Buiidin
9s = 0.0 Square Feet
Design Drainage Area = Area of Lagoon (Top of Dike) + Area of Buildings
Design Drainage Area = 70,225 + 0
Design Drainage Area = 70,225 Square Feet
5A. VOLUME OF WASTE PRODUCED
Approximate daily production of manure in CF/LB SSLW 0.00136 CF/Lb SSLW
M ,
Volume of Waste,= Lbs SSLW,* CF of Waste/Lb./Day * 180 Days
Volume of Waste = 300,000 "* 0.00136
180
lolume of Waste = 73,440 Cubic Feet

i
MURPHY FARMS, INC. vi .e Page 5
Farm Operator > gM FaFms;aNard
Date: 10/26/93
TEMPORARY STORAGE VOLUME CALCULATIONS (continued)
5B Volume of Wash Water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Vol. of Wash Water = Gallons per Day * Temporary Storage Period/7.48 Gals./Cubic Foot
Vol. of Wash Water = 0 * 180
Vol. of Wash Water = 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 Inch
es
Vol. of Excess Rainfall = Design Area * Rainfall Amount
Vol. of Excess Rainfall = 70,225 * 7.0
Vol. of Excess Rainfall = 40,965 Cubic Feet
5D. Volume of 25 Year — 24 Hour Storm
Vol. of Storm Rainfall = Design Area * Rainfall Amount
Vol. of Storm Rainfall = 70,225 * 7.5
Vol. of Storm Rainfall = 43,891 Cubic Feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. Volume of Waste Produced = 73,440 Cubic Feet
5B. Volume of Wash Water 0 Cubic Feet
5C. Vol. of Rainfall in Excess of Evapor. = 40,965 Cubic Feet
5D. Vol. of Rainfall/25 Yr - 24 Hr Storm = 43,891 Cubic Feet
-. ,%?'
TOTAL TEMPORARYVOLUME = 158,295 Cubic Feet
kq

MURPHY FARMS,INC. Page 6
Farm Operator: 9M-Fer-Fns,_Nursery--tlo.4-
Date: 10/26/93
6. SUMMARY
Minimum treatment volume livestock = 300,000 Cubic Feet
Minimum temporary'storage volume= 158,295 Cubic Feet
Total minimum required treatment volume = 458,295 Cubic Feet
Total design volume available= 467,442 Cubic Feet
Total temporary volume avaiiable = 161,151 Cubic Feet
Design start pumping elevation = 82.50 Feet
Total Volume at start pumping elevation = 421,242 Cubic Feet
Design Volume less 25 Yr — 24 Hr Rainfall = 423,551 Cubic Feet
Design end pumping elevation = 80.65 Fe
et
Total Volume at end pumping elevation = 306,291 Cubic Feet
Design min. permanent storage elevation = 80.65 Feet
Total Volume at min. storage elevation = 306,291 Cubic Feet
Vol. of Permanent + Temporary Storage = 464,586 Cubic Feet
NOTE: Bottom of Temporary Storage = 80.65 Feet is above
the water table elevation of 79.00 Feet
7. DESIGNED BY: John Lenfestey
DATE: 10/26/93
APPROVED BY:
DATE: /p
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
��v c�LICI yY1s�.2fE/3' /�1K

MURPHY FARMS, INC.
P.O. Box 759
Rose Hill, NC 28458
Phone: [phone]
Calculations By: John Lenfestey
Date: 10/20/93
Farm Operator:
County: Duplin
Distance to nearest residence (other than owner): 1000.0 Feet
INPUT DATA:
Sows (farrow to finish) = 0
Sows (farrow to feeder) = 0
Head (finishing only) = a, a� 0
Sows (farrow to wean)= 0
Head (wean to feeder)= -*,Ogg-c��
Seasonal high water table elevation = 62.0 Feet �r
Storage Volume for sludge accumulation = 0.0 Cu. Ft. (As Per Owner's Reques )�tf
Treatment volume (Min. = 1 CF/Lb) = 1.0 CF/Lb 11
Inside top length of dike = 265.00 Feet
Inside top width of dike = 265.00 Feet
Top of Dike Elevation = 67.50 Feet
Bottom of lagoon elevation = 57.95 Feet
Freeboard depth of dike = 1.0 Feet
Side slopes on dike = 3.0 : 1
25 Year - 24 Hour Rainfall = 7.50 Inches
Rainfall in excess of evaporation = 7.00 Inches
Minimum Permanent Storage Depth = 6.00 Feet
CALCULATED DATA:
Minimum treatment volume - livestock = 300,000 Cubic Feet
Vol. of Waste Produced = 73,440 OF
Vol. of Wash Water = 0 OF
Rainfall-Excess Evapor. = 40,965 OF
Rainfall/25 Yr Storm = 43,891 OF
Minimum temporary storage volume = 158,295 Cubic Feet
Total minimum required treatment volume = 458,295 Cubic Feet
Total design volume available = 467,442 Cubic Feet
Total temporary volume available = 161,151 Cubic Feet
Total Volume at start pumping elevation = 421,242 CF @ 65.80 Feet
Design Volume less 25 Yr - 24 Hr Rainfall = 423,551 Cubic Feet
Ainimum Volume for permanent storage = 306,291 OF @ 63.95 Feet
Permanent storage volume is greater than Mimimum treatment
volume for livestock

MURPHY FARMS, INC. w end y Page 2
Farm Operator: n,_Ne-.-3—
Date: 10/20/93
VOLUME CALCULATIONS:
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.
ai2,90 head (finishing only) X 135 Lbs. = 36')O` 0 Lbs.
0 sows (farrow to wean) X 433 Lbs. = 0 Lbs.
4-A96& head (wean to feeder) X 30 Lbs. = 30g-68p Lbs. _
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 300,000 Lbs.
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Minimum volume = Lbs. SSLW x Treatment Volume (CF/Lb. SSLW)
Minimum volume = 300,000 Cubic Feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Minimum volume = 0.0 Cu. Ft. (As Per Owner's Reque
4. TOTAL DESIGN VOLUME
Inside top length of dike = 265.00 Feet
Inside top width of dike = 265.00 Feet
Top of Dike Elevation = 67.50 Feet
Bottom of lagoon elevation = 57.95 Feet
Freeboard depth of dike = 1.0 Feet
Side slopes on dike = 3.0 : 1
Total design lagoon liquid level elevation = 66.50 Feet
Total design liquid level depth = 8.55 Feet
Determine total design volume using prismoidal formula:
SS/ Endi = 3.0 Feet SS/ Sidei = 3.0 Feet
SS/ End2 = 3.0 Feet SS/ Side 2 = 3.0 Feet
Inside Dike Length @ Design Liquid Level = 259.00 Feet
inside Dike Width @ Design Liquid Level = 259.00 Feet

MURPHY FARMS, INC. vJ e n p y9� Page 3
Farm Operator: DM-Fauns;Nurseiy..No:-3- 7w�
Date: 10/20/93
VOLUME CALCULATIONS (continued):
Area of Top = Inside dike length(top) * Inside dike width(top)
Area of Top = 259.00 * 259.00
Area of Top = 67,081 Square Feet
Area of Bottom = Inside dike length(bottom) * Inside dike width(bottom)
Area of Bottom = 207.70 * 207.70
Area of Bottom = 43,139 Square Feet
Area of Midsection = Inside dike length(mid) * Inside dike width(mid)
Area of Midsection = 233.35 * 233.35
Area of Midsection = 54,452 Square Feet
Total design volume = [Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
Total design volume = 328,029 * 1.43
Total design volume = 467,442 Cubic Feet
4A. TOTAL DESIGN VOLUME AT START PUMPING ELEVATION OF 65.80 Feet
Area of Top = 64,923 Square Feet
Area of Bottom = 43,139 Square Feet
Area of Midsection = 53,477 Square Feet
Volume @Start Pump = [Area of Top + (4 *Area of Midsection) + Area of Bottom] * (Depth/6)
Volume @Start Pump = 321,969 * 1.31
Volume @Start Pump = 421,242 Cubic Feet
4B. TOTAL DESIGN VOLUME AT END PUMPING ELEVATION OF 63.95 Feet
Area of Top = 59,390 Square Feet
Area of Bottom = 43,139 Square Feet
Area'of Midsection 50,940 Square Feet
Volume @ End Pump = [Area of Top + (4 *Area of Midsection) + Area of Bottom] * (Depth/6)
`iolume @ End Pump = 306,291 1.00
/olume @ End Pump = 306,291 Cubic Feet

MURPHY FARMS, INC. w e V1�( Page 4
Farm Operator: �bl Farms;���
Date: 10/20/93 9
VOLUME CALCULATIONS (continued):
4C. TOTAL DESIGN VOLUME AT PERMANENT STORAGE ELEVATION
Minimum Permanent Storage Depth = 6.00 Feet
Area of Top = 59,390 Square Feet
Area of Bottom = 43,139 Square Feet
Area of Midsection = 50,940 Square Feet
Permanent Volume = [Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
Permanent Volume = 306,291 * 1.00
Permanent Volume = 306,291 Cubic Feet
r
5. TEMPORARY STORAGE VOLUME CALCULATIONS
Design Drainage Area = Area of Lagoon (Top of Dike) + Area of Buildings
Design temporary storage period = 180.0 Days
Area of Lagoon = Length at top of dike * Width at top of dike
Area of Lagoon = 265.00 * 265.00
Area of Lagoon = 70,225 Square Feet
Area of Buildings (roof& lot water) = Length of Buildings * Width of Buildings
Area of Buildings = 0.0 0.0
Area of Buildings = 0.0 Square Feet
Design Drainage Area = Area of Lagoon (Top of Dike) + Area of Buildings
Design Drainage Area = 70,225 + 0
Design Drainage Area = 70,225 Square Feet
5A. VOLUME OF WASTE PRODUCED
Approximate daily production of manure in CF/LB SSLW 0.00136 CF/Lb SSLW
Volume of Waste = Lbs. SSLW *CF of Waste/Lb./Day * 180 Days
Volume of Waste = 300,000 * 0.00136 * 180
'folume of Waste = 73,440 Cubic Feet

MURPHY FARMS, INC. Wendy Page 5
Farm Operator: N ry—No 3
Date: 10/20/93
TEMPORARY STORAGE VOLUME CALCULATIONS (continued)
5B. Volume of Wash Water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Vol. of Wash Water = Gallons per Day * Temporary Storage Period /7.48 Gals./Cubic Foot
Vol. of Wash Water = 0 * 180
Vol. of Wash Water = 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
Vol. of Excess Rainfall = Design Area * Rainfall Amount
Vol. of Excess Rainfall = 70,225 * 7.0
Vol. of Excess Rainfall = 40,965 Cubic Feet
5D. Volume of 25 Year — 24 Hour Storm
Vol. of Storm Rainfall = Design Area * Rainfall Amount
Vol. of Storm Rainfall = 70,225 * 7.5
Vol. of Storm Rainfall = 43,891 Cubic Feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. Volume of Waste Produced = 73,440 Cubic Feet
5B. Volume of Wash Water = 0 Cubic Feet
5C. Vol. of Rainfall in Excess of Evapor. = 40,965 Cubic Feet
5D. Vol. of Rainfall /25 Yr — 24 Hr Storm = 43,891 Cubic Feet
TOTAL TEMPORARY VOLUME = 158,295 Cubic Feet

MURPHY FARMS, INC. we m0y Page 6
Farm Operator: Dl%-Farm , ..
Date: 10/20/93
6. SUMMARY
Minimum treatment volume — livestock = 300,000 Cubic Feet
Minimum temporary storage volume = 158,295 Cubic Feet
Total minimum required treatment volume = 458,295 Cubic Feet
Total design volume available = 467,442' Cubic Feet
Total temporary volume avaliable = 161,151 Cubic Feet
Design start pumping elevation = 65.80 Feet
Total Volume at start pumping elevation = 421,242 Cubic Feet
Design Volume less 25 Yr — 24 Hr Rainfall = 423,551 Cubic Feet
Design end pumping elevation = 63.95 Feet
Total Volume at end pumping elevation = 306,291 Cubic Feet
Design min. permanent storage elevation = 63.95 Feet
Total Volume at min. storage elevation = 306,291 Cubic Feet
Vol. of Permanent + Temporary Storage = 464,586 Cubic Feet
NOTE: Bottom of Temporary Storage = 63.95 Feet is above
the water table elevation of 62.00 Feet
7. DESIGNED BY: John Lenfestey
DATE: 10/20/93
APPROVED BY:
DATE: l49 Zp 3
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: C-07t7E- 7C.9x/ 7D R,, Dj�= K ,,�T4

MURPHY FARMS, INC.
P.O. Box 759
Rose Hill, NC 28458
Phone: [phone]
Calculations By: John Lenfestey
Date: ­10/19/93
Farm Operator: ^z,M Fes,,,,,,, "e ,
County: Duplin
Distance to nearest residence (other than owner): 1000.0 Feet
INPUT DATA:
Sows (farrow to finish) = 0
Sows (farrow to feeder) = 0
Head (finishing only) _ � a�0
Sows (farrow to wean)= 0
Head (wean to feeder)= 19 ggp �aiL
Seasonal high water table elevation = J i 68.0 Feet
Storage Volume for sludge accumulation = 0.0 Cu. Ft. (As Per Owner's Reque t
Treatment volume (Min. = 1 CF/Lb) = 1.0 CF/Lb
Inside top length of dike = 411.00 Feet
Inside top width of dike = 214.00 Feet
Top of Dike Elevation = 78.57 Feet
3ottom of lagoon elevation = 69.20 Feet
Freeboard depth of dike = 1.0 Feet
Side slopes on dike = 3.0 : 1
25 Year — 24 Hour Rainfall = 7.50 Inches
Rainfall in excess of evaporation = 7.00 Inches
Minimum Permanent Storage Depth = 6.00 Feet
CALCULATED DATA:
Minimum treatment volume — livestock = 300,000 Cubic Feet
Vol. of Waste Produced = 73,440 CF
Vol, of Wash Water = 0 CF
Rainfall—Excess Evapor. = 51,307 CF
Rainfall /25 Yr Storm = 54,971 CF
Minimum temporary storage volume = 179,718 Cubic Feet
Total minimum required treatment volume = 479,718 Cubic Feet
Total design volume available 583,291 Cubic Feet
Total temporary volume avaiiable = 189,479 Cubic Feet
Total Volume at start pumping elevation.= 525,220 CF @ 76.87 Feet
Design Volume less 25 Yr - 24 Hr Rainfall = 528,319 Cubic Feet
.linimum Volume for permanent storage = 393,812 CF @ 75.20 Feet
Permanent storage volume is greater than Mimimum treatment
volume for livestock

MURPHY FARMS, INC. w e ng y -3 Page 2
Farm Operator: 0-2
Date. 10/19/93 O
VOLUME CALCULATIONS:
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.
91A= head (finishing only) X 135 Lbs. = 30010dO0 Lbs.
0 sows (farrow to wean) X 433 Lbs. = 0 Lbs.
la60a head (wean to feeder) X 30 Lbs. = 308 9A9—Lbs, c�
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 300,000 Lbs.
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Minimum volume = Lbs. SSLW x Treatment Volume (CF/Lb. SSLW)
Minimum volume = 300,000 Cubic Feet
i.
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Minimum volume = 0.0 Cu. Ft. (As Per Owner's Re
4. TOTAL DESIGN VOLUME
Inside top length of dike = 411.00 Feet
Inside top width of dike = 214.00 Feet
Top of Dike Elevation = 78.57 Feet
Bottom of lagoon elevation = 69.20 Feet
Freeboard depth of dike = 1.0 Feet
Side slopes on dike = 3.0 : 1
Total design lagoon liquid level elevation = 77.57 Feet
Total design liquid level depth = 8.37 Feet
Determine total design volume using prismoidal formula:
SS/ Endi = 3.0 Feet SS/ Sidei = 3.0 Feet
SS/ End2 = 3.0 Feet SS / Side 2 = 3.0 Feet
aside Dike Length @ Design Liquid Level = 405.00 Feet
.iside Dike Width @ Design Liquid Level = 208.00 Feet

MURPHY FARMS, INC. ld ,e jl Page 3
Farm Operator: DM+wms7P1"eW_NQ_-
Date: 10/19/93 /
VOLUME CALCULATIONS (continued):
Area of Top = Inside dike length(top) Inside dike width(top)
Area of Top = 405.00 * 208.00
Area of Top = 84,240 Square Feet
Area of Bottom = Inside dike length(bottom) * Inside dike width(bottom)
Area of Bottom = 354.78 * 157.78
Area of Bottom = 55,977 Square Feet
Area of Midsection = Inside dike length(mid) * Inside dike width(mid)
Area of Midsection = 379.89 * 182.89
Area of Midsection = 69,478 Square Feet
Total design volume = [Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
Total design volume = 418,130 * 1.40
Total design volume = 583,291 Cubic Feet
4A. TOTAL DESIGN VOLUME AT START PUMPING ELEVATION OF 76.87 Feet
Area of Top = 81,683 Square Feet
Area of Bottom = 55,977 Square Feet
Area of Midsection = 68,301 Square Feet
Volume @Start Pump = [Area of Top + (4 *Area of Midsection) + Area of Bottom] * (Depth/6)
Volume @Start Pump = 410.863 * 1.28
Volume @Start Pump = 525,220 Cubic Feet
4B. TOTAL DESIGN VOLUME AT END PUMPING ELEVATION OF 75.20 Feet
Area of Top = 75,725 Square Feet
Area of Bottom.= 55,977 'Square Feet
Area of Midsection = '65,527 Square Feet
Volume @ End Pump = [Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
Jolume @ End Pump = 393,812 * 1.00
Volume'@ End Pump = 393,812 Cubic Feet

MURPHY FARMS, INC. w v1&y - Page 4
Farm,Operator: DM-Faunas PJ rseq+ Nc �/
Date: -" 10/19/93
VOLUME CALCULATIONS (continued):
4C. TOTAL DESIGN VOLUME AT PERMANENT STORAGE ELEVATION
Minimum Permanent Storage Depth = 6.00 Feet
Area of Top = 75,725 Square Feet
Area of Bottom = 55,977 Square Feet
Area of Midsection = 65,527 Square Feet
Permanent Volume = [Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
Permanent Volume = 393,812 * 1.00
Permanent Volume = 393,812 Cubic Feet
5. TEMPORARY STORAGE VOLUME CALCULATIONS
Design Drainage Area = Area of Lagoon (Top of Dike) + Area of Buildings
Design temporary storage period = 180.0 Days
Area of Lagoon = Length at top of dike * Width at top of dike
Area of Lagoon = 411.00 * 214.00
Area of Lagoon = 87,954 Square Feet
Area of Buildings (roof& lot water) Length of Buildings * Width of Buildings
Area of Buildings = 0.0 * 0.0
Area of Buildings = 0.0 Square Feet
Design Drainage Area = Area of Lagoon (Top of Dike) + Area of Buildings
Design Drainage Area = 87,954 + 0
Design Drainage Area = 87,954 Square Feet
5A. VOLUME OF WASTE PRODUCED
Approximate daily production of manure in CF/LB SSLW 0.00136 CF/Lb SSLW
Volume of Waste = Lbs. SSLW * CF of Waste/Lb./Day * 180 Days
Volume of Waste = 300,000 * 0.00136 * 180
Volume of Waste = 73,440 Cubic Feet

MURPHY FARMS, INC. Page 5
Farm Operator:
Date: 10/19/93
TEMPORARY STORAGE VOLUME CALCULATIONS (continued)
5B. Volume of Wash Water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Vol. of Wash Water = Gallons per Day * Temporary Storage Period /7.48 Gals./Cubic Foot
Vol. of Wash Water = 0 * 180
Vol. of Wash Water = 0 Cubic Feet
5C. Volume of Rainfall in Excess of Evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days =y excess rainfall 7.0 Inches
Vol. of Excess Rainfall = Design Area * Rainfall Amount
Vol. of Excess Rainfall = 87,954 * 7.0
Vol. of Excess Rainfall = 51,307 Cubic Feet
5D. Volume of 25 Year — 24 Hour Storm
Vol. of Storm Rainfall = Design Area * Rainfall Amount
Vol. of Storm Rainfall = 87,954 * 7.5
Vol. of Storm Rainfall = 54,971 Cubic Feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. Volume of Waste Produced = 73,440 Cubic Feet
56. Volume of Wash Water = 0 Cubic Feet
5C. Vol. of Rainfall in Excess of Evapor. = 51,307 Cubic Feet
5D. Vol. of Rainfall /25 Yr — 24 Hr Storm = 54,971 Cubic Feet
TOTAL TEMPORARY VOLUME = 179,718 Cubic Feet

MURPHY FARMS, INC. W-40 y 3 Page 6
Farm Operator:
Date: 10/19/93
6. SUMMARY
Minimum treatment volume - livestock = 300,000 Cubic Feet
Minimum temporary storage volume = 179,718 Cubic Feet
Total minimum required treatment volume = 479,718 Cubic Feet
Total design volume available = 583,291 Cubic Feet
Total temporary volume available = 189,479 Cubic Feet
Design start pumping elevation = 76.87 Feet
Total Volume at start pumping elevation = 525,220 Cubic Feet
Design Volume less 25 Yr - 24 Hr Rainfall = 528,319 Cubic Feet
Design end pumping elevation = 75.20 Feet
Total Volume at end pumping elevation = 393,812 Cubic Feet
Design min. permanent storage elevation = 75.20 Feet
Total Volume at min. storage elevation = 393,812 Cubic Feet
Vol. of Permanent + Temporary Storage = 573,529 Cubic Feet
NOTE: Bottom of Temporary Storage = 75.20. Feet is above
the water table elevation of 68.00 Feet
7. DESIGNED BY: John Lenfestey
DATE: 10/19/93
APPROVED BY:
DATE: 14L
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:LpA-r-/� (�7U�j9�oc� WIGL
s