310552_Permit Renewal Application 2019_20190410

Notification of Change of Ownership
Animal Waste Management Facility
(Please type or print all information that does not require a signature)
In accordance with the requirements of 15A NCAC 2T.1304(c)and 15A NCAC 2T.1305(d)this form is official notification
to the Division of Water Resources (DWR) of the transfer of ownership of an Animal Waste Management Facility. This
form must be submitted to DWR no later than 60 days following the transfer of ownership.
General Information:
Previous Name of Farm: N &T Nursery ©Facility No: 31 -552
Previous Owner(s)Name: Tom Whitfield Phone No: [phone]
New Owner(s)Name: Thomas Clifton Kilpatrick, 11 _ Phone No: [phone]
New Farm Name(if applicable):_ Moody Nursery Farm
Mailing Address: 214 Seth Turner Road Albertson, NC 28508
Farnr Location: Latitude and Longitude: 3Y 03_ 18' / n_ 52_ 2s— County:DUplin
Please attach a copy of a county road map with location identified,and provide the location address and driving directions
below(Be specific:road names,directions,milepost,etc.): 413 Kator Dunn Road Albertson NC 28508
_Operation Descrintion:
Type of SSvine MO. of Animals Tvpe of Shine IYo.of fl ninials 7),pe of Cattle No.of Anknals
B Wean to Feeder 7,104 13 Gilts ❑Dairy
❑Wean to Finish ❑Boars ❑Beef
❑Feeder to Finish
❑Farrow to Wean Type of Poulby No.g1'.4ninials
❑Farrow to Feeder ❑Layer
❑Farrow to Finish ❑Pullets
Other T3Pe of Livestock: ffianber ofAnimals:
Acreage Available for Application: 43.61 Required Acreage: 24.00
Number of Lagoons/Storage Ponds: 2 Total Capacity: 417,142 Cubic Feet(0)
Owner/Manager Agreement
1(we)verify that all the above information is correct and will be updated upon changing. 1(we)understand the operation and
maintenance procedures established in the Certified Animal Waste Management Plan(CAWMP)for the farm named above
and will implement these procedures. I(we)know that any modification or expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a permit modification before the new
animals are stocked. 1 (we) understand that there must be no discharge of animal waste from the storage or application
system to surface waters of the state either directly through a man-made conveyance or from a storm event less severe than
the 25-year,24-hour storm and there must not be run-off from the application of animal waste. 1(we)understand that this
facility may be covered by a State Non-Discharge Permit or a NPDES Permit and completion of this form authorizes the
Division of Water Resources to issue the required permit to the new land owner.
Name of Previous Land Owner: Tom Whitfield
Signature: Date:702ot9
Name of New Land}Owner: Thomas Clifton Kilpatrick, II
Signature: _ Y�Yt 9 Date:7131Zot9
Name of Manager(if different from owner):
Signature: Date:
Please sign and return this form to: Animal Feeding Operations
N.C.Division of Water Resources
Water Quality Regional Operations Section
1636 Mail Service Center
Raleigh,NC 27699-1636
June 12,2015

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0552 Certificate Of Coverage Number: AWS310552
2. Facility Name: N&T Nursery
3. Landowner's Name(same as on the Waste Management Plan): Tom Whitfield
4. Landowner's Mailing Address: PO Box 334
City: Pink Hill State: NC Zip: 28572
Telephone Number: 252-559-2778 Ext. E-mail:
5. Facility's Physical Address: 409 Kator Dunn Rd
City: Albertson State: NC Zip: 28508
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner):
g, Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Teresa S.Whitfield Phone No.: 252-568-6342 OIC#: 22087
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Wean to Feeder 7,104
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
LAGOON#1 g A' a Z,3 0 3 Z 2�Z 19.00
LAGOON#2 19.00
Mall one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and'143-215.6B, any person who knowingly makes any false statement,
representation, or certification in 'any•application may be'subject 'to civil penalties up• to."$25,•000 per violation. (18 U.S.C.
Section 1001 provides a punishment by-a" fine of not more'than $10,000-of 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: Title: (
Signature: Date: ^
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:2019PermitRenewal®ncdenr.goV
FORM: RENEWAL-STATE GENERAL 02/2019

Version—November 26,2018
• Mortality Management ement Methods
Indicate which methods) 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 be at least one foot above the seasonal
high water table.Attach burial location map and plan.
El 11 Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C.0102.
A composting system approved and permitted lay the NC Department of Agriculture&Con-
E] El 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.
E] a In the case of dead poultry only,placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
a Any method which,in the professional opinionjof the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be.done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
adWnaporary procedures or measures for disposal according to G.S. 106-399.4.
Si ture of arm Owner/Manager Date
Signature of Technical Specialist Date

Nutrient Management Plan For Animal Waste Utilization
06-26-2017
This plan has been prepared for: This plan has been developed by:
Tom Whitfield(31-552) Ronnie G. Kennedy Jr.
Tom &Neil Whitfield Agriment Services, Inc.
PO Box 334 PO Box 1096
Pink Hill, NC 28572 Beulaville, NC 28518
(252) 559-277 252-568-2648
veloper Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I(we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
rwaste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
C -�- Z?— / I
Signature(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: 'z
Technical Specialist Signature Date
--- ---------------- -------------------
570939 Database Version 4.1 Date Printed: 06-26-2017 Cover Page I

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S5 Swine Nursery Lagoon Liquid waste generated 1,356,864 gals/year by a 7,104 animal
Swine Nursery Lagoon Liquid operation.This production facility has waste storage
capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 2446
Incorporated 2935
Injected 2935
Irrigated 2446
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs)* Applied 0bs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 29446 7559 -5,113 4,193,768 -21)836,904
Year 2 2,446 9496 -7,050 r 5,268,224 F -3,911,360
--------------------------------------------------------------------------------
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.
570939 Database Version 4.1 Date Printed: 06-26-2017 Source Page I of 1

Narrative
This plan is to update CP 1 acres showing well buffers. CP 1 sprinklers#1-10 should be shutoff at 161
degrees or 47 degrees. Pulls 1-6 are included but not needed to meet plan deficit.
Waste Plan Deficit with CP 1 only:
Corn/Winter Annual(Rye)/Soybeans Year 1 =452.55,Year 2=-916.13
---------------------------------------------------------------------------------
570939 Database Version 4.1 Date Printed: 06-26-2017 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,
where avai lab le.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
4663(F3) Pull 5 2.28 1.45 N/A Rains Corn,Grain 125 bu.
Rye,Grain 55 bu.
Soybeans,Manured,Full Season 44 bu.
4663(F3) Pull 6 2.32 1.48 N/A Rains Corn,Grain 125 bu.
Rye,Grain 55 bu.
Soybeans,Manured,Full Season 44 bu.
4663(F4) Pull 4 3.20 2.10 N/A Rains Corn,Grain 125 bu.
Rye,Grain 55 bu.
Soybeans,Manured,Full Season 44 bu.
4663(F5) CP1 24.70 18.82 N/A Rains Corn,Grain 125 bu.
Rye,Grain 55 bu.
Soybeans,Manured,Full Season 44 bu.
4663(F6) Pull IA 3.60 3.01 N/A Rains Corn,Grain 125 bu.
Rye,Grain 55 bu.
Soybeans,Manured,Full Season 44 bu.
4663(F6) Pull 2A 2.30 1.93 N/A Rains Corn,Grain 125 bu.
Rye,Grain 55 bu.
Soybeans,Manured,Full Season 44 bu.
4663(NG1) Pull 113 9.52 5.84 N/A Rains Corn,Grain 125 bu.
Rye,Grain 55 bu.
Soybeans,Manured,Full Season 44 bu.
4663(NG1) Pull 2B 7.14 4.38 N/A Rains Corn,Grain 125 bu.
Rye,Grain 55 bu.
Soybeans,Manured,Full Season 44 bu.
4663(NG1)I Pull 3 7.52 4.61 N/A Rains Corn,Grain 125 bu.
Rye,Grain 55 bu.
Soybeans,Manured,Full Season 44 bu.
PLAN TOTALS: 62.58 43.62
570939 Database Version 4.1 Date Printed 6/26/2017
PCs Page I of 2
NOTE: Symbol*means user entered data.

M Potential Leaching Technical Guidance
<2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>=2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<_10 soluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the sails available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Term No-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
570939 Database Version 4.1 Date Printed 6/26/2017
PCS Page 2 of 2
NOTE: Symbol*means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
itrogen Canm Res. Manure Liquid Solid Liquid Solid
PA Fert. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient I pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (1bs/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
4663(F3) Pull 5 S5 Rains 2.28 1.45 Corn,Grain 125 bu. 2/15-6/30 135 0 20 Irrig. 115 63.80 0.00 92.51 0.00
4663(F3) Pull 5 S5 Rains 2.28 1.45 Rye,Grain 55 bu. 9/1-3/31 106 0 0 Irrig. 58 32.34 0.00 46.90 0.00
663(F3) Pull 6 S5 Rains 2.32 1.48 Corn,Grain 125 bu. 2/15-6/30 135 0 20 1 Irrig. 115 63.80 0.00 94.421 0.00
663(F3) Pull 6 S5 Rains 2.32 1.48 Rye,Grain 55 bu. 9/1-3/31 106 0 0 Irrig. 581 32.34 0.00 47.87 0.00
4663(F4) Pull 4 S5 Rains 3.20 2.10 Corn,Grain 125 bu. 2/15-6/30 135 0 20 Irrig. 115 63.80 0.00 133.98 0.00
663(F4) Pull 4 S5 Rains 3.20 2.10 Rye,Grain 55 bu. 9/1-3/31 106 0 0 1 Irrig. 58 32.34 0.00 67.92 0.0
4663(F5) CPI S5 Rains 24.70 18.82 Corn,Grain 125 bu. 2/15-6/30 135 0 20 Irrig. 115 63.80 0.00 1,200.71 0.00
4663(F5) CPI S5 Rains 24.70 18.82 Rye,Grain 55 bu. 9/1-3/31 106 0 0 Img. 58 32.34 000 608.71 0.00
4663(F6) Pull IA S5 Rains 3.60 3.01 Corn,Grain 125 bu. 2/15-6/30 135 0 20 Inrig. 115 63.80 0.00 192.04 0.00
4663(F6) Pull IA S5 Rains 3.601 3.01 Rye,Grain 55 bu. 9/1-3/31 106 0 0 Irrig. 58 32.34 0.00 97.35 0.00
4663(F6) Pull 2A S5 Rains 2.30 1.93 Com,Grain 125 bu. 2/15-6/30 135 0 20 Irrig. 115 63.80 0.00 123.13
4663(F6 Pull 2A S5 Rains 2.30 1.93 Rye,Grain 55 bu. 9/1-3/31 106 0 0 Irrig. 58 32.34 0.00 62.42
663(NGI Pull 1B S5 Rains 9.52 5.84 Corn,Grain 125 bu. 2/15-6/30 135 0 20 Irrig. 115 63.80 0.00 372.59
663(NGI Pull 1B S5 Rains 9.52 5.84 Rye,Grain 55 bu. 9/1-3/31 106 0 0 Irrig. 58 32.34 0.00 188.89
663(NGI Pull 2B S5 Rains 7.14 4.38 Corn,Grain 125 bu. 2/15-6/30 135 0 20 Irrig. 115 63.80 0.00 279.4411
663(NG1 Pull 2B SS Rains 7.14 4.38 Rye,Grain 55 bu. 9/1-3/31 106 0 0 Irrig. 58 32.341 0.00 141.67 0.00
57093Q Database Version 4.1 Date Printed:6/26/2017 WUT Page 1 of 4

Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (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
663(NG1 Pull 3 SS Rains 7.52 4.61 Corn,Grain 125 bu. 2/15-6/30 135 0 20 Irrig. 115 63.80 0.00 294.12 0.00
663(NG I Pull 3 SS Rains 7.521 4.61 Rye,Grain 55 bu. 9/1-3/31 106 0 0 brig. 58 32.34 0.00 149.10 0.00
Total Applied,1000 gallons 4,193.77
Total Produced,1000 gallons 1,356.86
Balance,1000 gallons -2,836.90 f
"'
Total Applied,tons 0 0 0._' `' �i` 0
Total Produced,tons ! i0.00
r:
Balance,tons0.00
Notes: 1. In the tract column,—symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
570910 Database Version 4.1 Date Printed:6/26/2017 WUT Page 2,of 4

Waste Utilization Table Year 2
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (ibs/A) PA Manun.A Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) nbs/A)
Source Total Use. AppGc. AppGc. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
4663(F3) Pull 5 SS Rains 2.28 1.45 Rye,Grain 55 bu. 9/1-3/31 106 0 0 Irrig. 48 26.46 0.00 38.37 0.00
663(F3) Pull 5 SS Rains 2.28 1.45 Soybeans,Manured,Full Season 44 bu. 4/1-9/15 170 0 0 1 brig. 170 94.31 0.00 136.75 0.00
4663(F3) Pull 6 SS Rains 2.32 1.48 Rye,Grain 55 bu. 9/1-3/31 1 106 0 0 brig. 48 26.461 0.00 39.17 0.00
4663(F3) Pull 6 SS Rains 2.32 1.48 Soybeans,Manured,Full Season 44 bu. 4/1-9/15 170 0 0 Irrig. 170 94.31 0.00 139.58 0.00
4663(F4) Pull 4 SS Rains 3.20 2.10 Rye,Grain 55 bu. 9/1-3/31 106 0 0 Irrig. 48 26.46 0.00 55.57 0.00
4663(F4) Pull 4 S5 Rains 3.20 2.10 Soybeans,Manured,Full Season 44 bu. 4/1-9/15 170 0 0 brig. 170 94.31 0.00 198.06 0.00
4663(F5) CPI S5 Rains 24.70 18.82 Rye,Grain 55 bu. 9/1-3/31 106 0 0 Irrig. 48 26.46 0.00 498.03 0.00
4663(F5) CPI S5 Rains 24.70 18.82 Soybeans,Manured,Full Season 44 bu. 4/1-9/15 170 0 0 brig. 170 94.31 0.001 1,774.96 0.00
4663(F6) Pull IA SS Rains 3.60 3.01 Rye,Grain 55 bu. 9/1-3/31 106 0 0 Irrig. 481 26.46 0.00 79.65 0.00
4663(F6) Pull IA SS Rains 3.60 3.01 Soybeans,Manured,Full Season 44 bu. 4/1-9/15 170 0 0 brig. 170 94.31 0.00 283.88 0.00
4663(F6 Pull 2A SS Rains 2.30 1.93 Rye,Grain 55 bu. 9/1-3/31 106 0 0 Irrig. 48 26.46 0.00 51.07 0.00
4663(F6) Pull 2A SS Rains 2.30 1.93 Soybeans,Manured,Full Season 44 bu. 4/1-9/15 170 0 0 Irrig. 170 94.31 0.00 182.02 0.00
663(NGI Pull 1B SS Rains 9.52 5.84 1 Rye,Grain 55 bu. 9/1-3/31 106 0 0 Irrig. 48 26.46 0.00 154.54 0.00
663(NGI Pull IB SS Rains 9.52 5.84 Soybeans,Manured,Full Season 44 bu. 4/1-9/15 170 0 0 Irrig. 170 94.31 0.00 550.79 0.00
663(NG Pull 2B SS Rains 7.14 4.38 Rye,Grain 55 bu. 9/1-3/31 106 0 0 Irrig. 48 26.46 0.00 115.91 0.00
663(NGI Pull 2B S5 Rains 7.14 4.38 Soybeans,Manured,Full Season 44 bu. 4/1-9/15 170 0 0 Irrig. 1 170 94.311 0.00 413.09 0.00
663(NG Pull 3 S5 Rains 7.52 4.61 Rye,Grain 55 bu. 9/1-3/31 106 0 0 Irrig. 48 26.46 0.00 121.991 0.00
663(NG Pull 3 SS Rains 7.521 4.61 Soybeans,Manured,Full Season 44 bu. 4/1-9/15 170 0 0 Irrig. 1701 94.31 0.001 434.78 0.00
570930 Database Version 4.1 Date Printed:6/26/2017 WUT Page 3,of 4

Waste Utilization Table Year 2
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pphed Applied Applied Applied
Rod Applied Applied I (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Crop RYE Period N N N Method N gw1A Tons 1000 gals tons
Tract Field ID Soil Series Acres Acres
Total Applied,1000 gallons 5,268.22
Total Produced,1000 gallons 1,356.86; +�7'
Balance,1000 gallons -3,911.36'
Total Applied,tons _ OAO
-;,_ O
Total Produced,tons :' A0-
Balance,tons ka a:;
' 0.00
Notes: 1. In the tract column,—symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
5709"^ Database Version 4.1 Date Printed:6/26/2017 WUT Page 4. of 4
k-", -

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)
4663(F3) Pull Rains 0.40 1.0
4663(F3) Pull Rains 0.40 1.0
4663(F4) Pull Rains 0.40 1.0
4663(F5) CP 1 Rains 0.40 1.0
4663(F6) Pull IA Rains 0.40 1.0
4663(F6) Pull2A Rains 0.40 1.0
4663(NG 1) Pull 1 B Rains 0.40 1.0
4663(NG 1) Pull 2B Rains 0.40 1.0
4663(NG 1) Pull 3 Rains 0.40 1.0
570939 Database Version 4.1 Date Printed 6/26/2017 IAF Page 1 of 1
NOTE: Symbol*means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source,the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be
used for sludge application. If this is not possible,care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes,phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
E
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 Nursery Lagoon Sludge-Standard
150 14.69 16.20 32.40 48.61
E. 300 29.38 8.10 16.20 24.30
160 15.67 15.19 30.38 45.57
---------------------------------------------------------------------------------------------
570939 Database Version 4.1 Date Printed: 06-26-2017 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month 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
Source Name Swine Nurse Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 28
1 2 150
1 3 180
1 4 180
1 5 180
1 6 180
1 7 149
1 8 118
1 9 180
1 10 180
1 11 180
1 12 180
2 1 180
2 2 180
2 3 180
2 4 180
2 5 180
2 6 180
2 7 180
2 8 180
2 9 180
2 10 149
2 11 119
2 1217 88
*Available Storage Capacity is calculated as of the end of each month.
----------------------------------------------------------------------------------
570939 Database Version 4.1 Date Printed: 06-26-2017 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
------------------------------------------------------------------------------I---
570939 Database Version 4.1 Date Printed:6/26/2017 Specification Page

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
----------------------------------------------------------------------------------
570939 Database Version 4.1 Date Printed:6/26/2017 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. .
If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre-plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
-----------------------------------------
570939 Database Version 4.1 Date Printed:6/26/2017 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate-determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5)years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
----------------------------------------------------------------------------------
570939 Database Version 4.1 Date Printed:6/26/2017 Specification Page 4

Crop Notes
The following crop note applies to field(s): CP 1,Pull 1 A,Pull 1 B,Pull 2A,Pull 2B,Pull 3,Pull 4,Pull 5,
Pull 6
Corn 1: CP,Mineral Soil,low-leachable
In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety"green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions.Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted.Increase the seeding rate by 10%when
planting no-till.Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting.When planting early in cool,wet soil,banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter.The rest of the N should be applied about 30-40
days after emergence.The total amount of N is dependent on soil type. When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting.Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn.Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): CPI,Pull IA,Pull 1 B,Pull 2A,Pull 2B,Pull 3,Pull 4,Pull 5,
Pull 6
Soybeans-Full Season,Coastal Plain: Mineral Soil, low-leachable
The suggested planting dates for soybeans in the Coastal Plains are from April 20-May 20. Review the
NCSU Official Variety"green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions.Plant 2-4 seed/row foot for 7-8"
drills;4-6 seed/row foot for 15"rows; 6-8 seed/row foot for 30" rows and 8-10 seed/row foot for 36"
rows. Increase the seeding rate by at least 10%for no-till planting. Seeding depth should be 1-1 1/2" and
adequate depth control is essential. Phosphorus and potash recommended by a soil test report can be
broadcast or banded at planting. Soybeans produce their own nitrogen and are normally grown without
additions of nitrogen.However,applications of 20-30 lbs/acre N are sometimes made at planting to
promote early growth and vigor.Tissue samples can be analyzed during the growing season to monitor
the overall nutrient status of the soybeans.Timely management of weeds and insects is essential for
profitable soybean production.
---------------------------------------------------------------------------------
570939 Database Version 4.1 Date Printed: 06-26-2017 Crop Note Page 1 of 2

The following crop note applies to field(s): CPI,Pull IA,Pull 1 B,Pull 2A,Pull 2B,Pull 3, Pull 4,Pull 5,
Pull 6
Rye,Grain: CP,Mineral Soil, low-leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30;and rye from
October 15-November 20.For barley,plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU"Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre.Plant all these small grains at 1-1 1/2"deep.Adequate depth control is
essential.Review the NCSU Official Variety"green book"and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 301bs/acre N at planting.Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.The total N is
dependent on the soil type.Plant samples can be analyzed during the growing season to monitor the
nutrient status of the oats,barley and rye.Timely management of diseases, insects and weeds are
essential for profitable oat,barley and rye production.
------------------------------------
570939 Database Version 4.1 Date Printed: 06-26-2017 Crop Note Page 2 of 2

Tom Whitfield
Moody Farm
T-4663 F346 Am i 6
1 f.Q Am
i 1B
——— 2B 584 Am
5 4.W Am
T-4663 F4
12 Am +/- 4
2.10 Am
3
A. AG
T-4663 NG 1
za 18 Am +�
}
"Well Buffer sprinklers T-4663 F6
91-10 shutoff in this location*• 2A
R100' 591 Am +�
1.93 Am
tK
IA
J0f Am
CP 1
M8z Am
T-4663 F5
24.7 Am +�
6/26/201711:28:55 AM, 1:300 Updated 6-26-17

6/26/2017
Tom Whitfield - Moody Farm (31-552)
Acreage Calculations
Width Length Lane Lane Acres Start End Start End Stop End Stop End Section Total
Field# Pull# LU Spacing Spacing % (midsection) Table ac-I Table Lac. Pull Acres Pull Acres
T4663-NG1 1a 300 393 180 63% 2.17 NE60- B 0.460 NE60-G 0.380 3.01 3.01
T4663-F6 lb 300 908 180 63% 5.00 NE60- B 0.460 NE60-G 0.380 5.84 5.84
T4663-NG 1 2a 300 198 180 63% 1.09 NE60- B 0.460 NE60-G 0.380 1.93 1.93
T4663-F6 2b 300 870 180 60% 3.60 N160- B 0.430 N160-G 0.350 4.38 4.38
T4663-NG1 3 300 571 266 93% 3.71 NE75+- B 0.490 NE75+-G 0.410 4.61 4.61
T4663-F4 4 300 532 N/A N/A 3.30 N75+- B 0.490 N75+-G 0.410 4.20 2.10 *Half Pull*
T4663-F3 5 300 111 180 63% 0.61 NE60- B 0.460 NE60-G 0.380 1.45 1.45
T4663-F3 6 300 116 180 63% 0.64 NE60- B 0.460 NE60-G 0.380 1.48 1.48
T4663-F5 CP1 **Well Buffer-Shutoffsprinklers#1-10 at 1610 *" 18.82
Total Pull Acres: 43.61
Page 1

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Agriment Services Inc.
Irrigation Equipment Calibration
DATE 3/26/2008
TIME
WEATHER CONDITIONS Clear
FLOW METER SN Dynasonics Ultrasonic Flow Meter 18197
FARMINFO.
FACILITY # 31-552
IRR. SYS. # SYS. #1 CENTER PIVOT
OWNER Tom & Neil Whitfield Mood Farm
ADDRESS 2954 NC 111 & 903 N. Albertson, NC 28508
PHONE [phone]
MAKE Reinke Center Pivot7uinum
MODEL SN: 1207-C39041-2660TYPE N/A LENGTH 633.7 ft.INSIDE DIA N/A OUTSIDE DIA N/A
WALL THICKNESS N/A 10.05 in.
TRANSDUCER SPACING N/A 4.77 in. Mount 40%
INFO.END GUN
MAKE Nelson Series
MODEL 100 Biq Gun
NOZZLE TYPE Taper Bore
MFR NOZZLE SIZE 0.70 in.
MSR NOZZLE SIZE 0.70 In.
NOZZLE SIZE VARIANCE 0.00 in.
INFO.PUMP
MAKE
MODEL
•
Scenario
Pump Reel Pivot Expected Measured GPM Expected Measured Wetted
PSI PSI PSI GPM GPM Variance Wetted Wetted . _
. .
W/ 58 psi 425 gpm 420 gpm 1 % 731.3 ft. 731.3 ft 0
Gun
w/o 68 psi 633.7 ft.
Gun
'If GPM variance is greater than 10%and/or wetted dia.variance is greater the 15%,then contact a technical specialist or irrigation
specialist for assistance.
Calibrator: 6NPkrT'jh+f MILLE-ft-- ---
(Print) (Signature)

REINKE IRRIGATION SYSTEMS
PIVOT SYSTEM SPRINKLER CHART
ELECTROGATOR II 2660 Opt 57"
REINKE IRRIGATION SYSTEMS
RMCchart0.97d
CASE NUMBER: Rk74294 DATE: 17 Dec 2007
DEALER: - RAINMAN IRRIGATION CUSTOMER NAME: MOODY FARM
NUMBER: 154110' SERIAL NUMBER: 1207-C39041-2660
NUMBER OF TOWERS: 4 NOZZLE FILE: R3000R
GAUGE PRESS RE: 58.0 psi NOZZLE:SELEC'TION.' OPTION: 1
TOTAL SYSTE FLOW 425.0 gpm FRICTION C-FACTO.,. 1.40
TOTAL PIPE ENGTH: 631.0 ft COVERAGE WITHOUT--"GrUN- 633.7 ft
END GUN TYPE: SR100 ADJ. END GUN RADIUS:" 97.6 ft
SYSTEM gpm PER acre: 11.1
LAST TOWER - TIRE SIZE: 16.9 x 24 CENTERDRIVE: 25:1
SYSTEM MANUFACTURER: ReinkeE2
1 156F2660 SPAN 1, 160.3 ft, 5.79 in ID PIPE
2 156F2660 SPANS 2- 31 156.0 ft, 5.79 in ID PIPE
1 137F2660 SPAN 4, 137.0 ft, 5.79 in ID PIPE
1 23GF OVERHANG, 21.8 ft, 2.78 in ID PIPE
--------------
--------------
DISCLAIMER
The uniformity; of water application obtained with this system can be
adversely affeFted by many variables including, but not limited to,
the improper makeup or installation of the nozzle package; obstructed
nozzles; tight and/or sloping soils; improper end gun arc settings;
incorrect maintenance of pivot pressure; unfavorable climate
conditions; and erratic and improper operating speed of the system.
Reinke Mfg. Co., Inc. makes no warranty as to the uniformity of
the coverage to be obtained from this water application printout
other than its mathematical accuracy.
The products, ; which are specified as a part of this nozzle package
design, are covered by the original manufacturer's rinted "Warranty
and Disclaimer", which applies to the individual e _ ponents of their
own manufactuFe. Reinke Mfg. Co., Inc. cannot be responsible for
the performance of these products and makes no warranties, INCLUDING
THE WARRANTIES' OF MERCHANTABILITY AND FITNESS FOR PARTICULAR PURPOSE,
where permitted by law, and does hereby disclaim any liability for
damages due to failure of these products to perform as anticipated.
.1-

RP074294 17 6ec-2007 ReinkeE2, 4 TOWER, 425 gpm, 58 psi PAGE 2
-OUTLET- SPRINKLER- -REG- -GPM PRESSURE
NO. LOC. NO. SEP. MODEL NOZZLE MODEL REQ. DEL. INLINE
j .
1 6.6 PLUG
2 11.4 PLUG
3 16.1 PLUG
4 20.9 PLUG
5 25.6 PLUG
6 30.4 i1 30.4 R3000 TN-#14 Lime LB20 1.3 1.6 55.`2
7 35.1 PLUG
8 39.9 PLUG
9 44.6 PLUG
10 49.4 2 19.0 R3000 TN-#15 Lime w/lav LB20 1.7 1.8 55.1
a,
11 54.1 PLUG
12 58.9 PLUG
13 63.6 PLUG i
14 68.4 i3 19.0 R3000 TN-#16 Lavender LB20 2.0. 2.1 54.9
3.
15 73.1 PLUG
16 77.9 PLUG
17 82.6 PLUG
18 87.4 '. 4 19.0 R3000 TN-#18 Gray LB20 2.6 2.6 54.8
19 92.1 PLUG
20 96.9 PLUG
21 101.6 PLUG
22 106.4 5 19.0 R3000 TN-#21 Trqu w/yllw LB20 3.3 3.5 71.
24 115.9 PLUG
25 120.6 PLUG
26 125.4 6 19.0 R3000 TN-#22 Yellow LB20 3.7 3.8 54.6
27 130.1 PLUG
28 134.9 PLUG
29 139.6 PLUG
30 144.4 7 19.0 R3000 TN-#25 Red w/white LB20 4.8 4.9 54.4
31 149.1 PLUG
32 153.9 PLUG
160.3 TOWER NO. 1
33 162.6 PLUG
34 167.4 8 23.0 R3000 TN-#27 White w/blu LB20 5.6 5.7 54.3
35 172.1 PLUG
36 176.9 PLUG
37 181.6 PLUG
38 186.4 9 19.0 R3000 TN-#27 White w/blu LB20 5.6 5.7 54.2
39 191.1 PLUG
40 195.9 PLUG
41 200.6 PLUG
42 205.4 10 19.0 R3000 TN-#28 Blue LB20 6.2 6.2 54.1

RP074294 17 Dec 2007 ReinkeE2, 4 TOWER, 425 gpm, 58.psi PAGE 3
-OUTLET- SPRINKLER- -REG- -GPM- PRESSURE
NO. LOC. NO. SEP. MODEL NOZZLE MODEL REQ. DEL. INLINE
43 210.1 PLUG
44 214.9 PLUG
45 219.6 PLUG
46 224.4 11 19.0 R3000 TN-#30 Drk Brown LB20 6.9 7.0 54.0
47 229.1 PLUG
48 233.9 PLUG
49 238.6 PLUG
50 243.4 12 19.0 R3000 TN-#31 Brwn w/orng LB20 7.3 7.4 53.8
51 248.1 PLUG
52 252.9 PLUG
53 257.6 PLUG
54 262.4 13 19.0 R3000 TN-#32 Orange LB20 7.8 8.0 53.8
55 267.1 PLUG
56 271.9 PLUG
57 276.6 PLUG
58 281.4 14 19.0 R3000 TN-#33 Ornge w/grn LB20 8.5 8.5 53.7
59 286.1 PLUG
60 290.9 PLUG
61 295.6 PLUG
62 300.4 15 19.0 R3000 TN-#30 Drk Brown LB20 6.8 7.0 53.6 ,
63 305.1 PLUG
64 309.9 16 9.5 R3000 TN-#27 White w/blu LB20 5.5 5.7 53..5
tYQ"�-J.X K�iq,ir'Y�MK ..... •. -. - - NY WS r+r�.iV'R:`3�.
316.3 TO ER NO. 2j
65 318.6 PLUG
66 323.4 17 13.5 R3000 TN-#27 White w/blu LB20 5.8 5.7 53.5
67 328.1 PLUG
68 332.9 18 9.5 R3000 TN-#26 White LB20 5.2 5.3 53.4
69 337.6 PLUG
70 342.4 19 9.5 R3000 TN-#26 White LB20 5.2 5.3 53.4
71 347.1 PLUG
72 351.9 20 9.5 R3000 TN-#26 White LB20 5.2 5.3 53.3
73 356.6 PLUG
74 361.4 '21 9.5 R3000 TN-#26 White LB20 5.4 5.3 53.3
75 366.1 PLUG
76 370.9 22 9.5 R3000 TN-#27 White w/blu LB20 5.8 5.7 53.3
77 375.6 PLUG
78 380.4 23 9.5 R3000 TN-#28 Blue LB20 5.9 6.2 53.2
79 385.1 PLUG
80 389.9 24 9.5 R3000 TN-#27 White w/blu LB20 5.8 5.7 53.2
81 394.6 PLUG
82 399.4 .25 9.5 R3000 TN-#28 Blue LB20 6.2 6.2 53.1
83 404.1 PLUG
84 408.9 26 9.5 R3000 TN-#28 Blue LB20 6.3 6.2 53.1

RP074294 17 Dec 2007 ReinkeE2, 4 TOWER, 425 gpm, 58 psi PAGE 4
-OUTLET- -SPRINKLER- -REG- -GPM- PRESSURE
NO. LOC. NO. SEP. MODEL NOZZLE MODEL REQ. DEL. INLINE
85 413.6 PLUG
86 418.4 27 9.5 R3000 TN-#29 Blue w/brn LB20 6.5 6.6 53.1
87 423.1 PLUG
88 427.9 28 9.5 R3000 TN-#29 Blue w/brn LB20 6.4 6.6 53.0 `
89 432.6 PLUG
90 437.4 29 9.5 R3.000 TN-#29 Blue w/brn LB20 6.6 6.6 53.0
91 442.1 PLUG
92 446.9 30 9.5 R3000 TN-#29 Blue w/brn LB20 6.8 6.6 53.0
93 451.6 PLUG
94 456.4 31 9.5 R3000 TN-#30 Drk Brown LB20 7.2 7.0 53.0
95 461.1 PLUG
96 465.9 32 9.5 R3000 TN-#34 Drk Green LB20 8.8 9.0 52.9
472.3 TOWER NO. 3
97 474.6 PLUG
98 479.4 33 13.5 R3000 TN-#33 Ornge w/grn LB20 8.6 8.5 52.9
99 484.1 PLUG
100 488.9 34 9.5 R3000 TN-#31 Brwn w/orng LB20 7.6 7.4 52.9
101 493.E PLUG
102 498.4 35 9.5 R3000 TN-#32 Orange LB20 7.8 8.0 52.9
103 503.1 PLUG
-1-04 507.9 3-6.- 9-r57-.-R3000------TN-f3-1- Brwn w/orng
105 512.6 PLUG
106 517.4 37 9.5 R3000 TN-#32 Orange LB20 8.0 8.0 52.8
107 522.1 PLUG
108 526.9 38 9.5 R3000 TN-#32 Orange LB20 8.1 8.0 52.8
109 531.6 PLUG
110 536.4 39 '9.5 R3000 TN-#33 Ornge w/grn LB20 8.3 8.5 52.8
ill 541.1 PLUG
112 545.9 40 9.5 R3000 TN-#32 Orange LB20 8.2 8.0 52.8
113 550.E PLUG
114 555.4 41 9.5 R3000 TN-#33 Ornge w/grn LB20 8.7 8.5 52.8
115 560.1 PLUG
116 564.9 42 9.5 R3000 TN-#34 Drk Green LB20 8.8 9.0 52.8
117 569.E PLUG
118 574.4 43 9.5 R3000 TN-#33 Ornge w/grn LB20 8.6 8.5 52.7
119 579.1 PLUG
120 583.9 44 9.5 R3000 TN-#34 Drk Green L820 9.0 9.0 52.7
121 588.6 PLUG
122 593.4 45 9.5 R3000 TN-#34 Drk Green LB20 9.1 9.0 52.7
123 598.1 PLUG
124 602.9 46 9.5 R3000 TN-#33 Ornge w/grn LB20 8.6 8.5 52.7

RP074294 17 Dec 2007 ReinkeE2, 4 TOWER, 425 gpm, 58 _psi PAGE 5
-OUTLET- -SPRINKLER- -REG- -GPM- PRESSURE
NO. LOC. NO. SEP. MODEL NOZZLE MODEL REQ. DEL. INLINE
609.3 TOWER NO. 4
125 610.9 47 8.0 R3000 TN-#33 Ornge w/grn LB20 8.3 8.5 52.5
126 615.2 PLUG
127 619.5 48 8.7 R3000 TN-#33 Ornge w/grn LB20 8.4 8.5 52.3
128 623.9 PLUG
129 628.2 49 8.7 R3000 TN-#36 Purple LB20 9.9 9.9 52.1
END GUN: (NOZZLE SELECTED BASED ON RECOMMENDED 170 DEGREE ARC.)
631.0 SR100 .70" NOZZLE 103.5 101.7 52.1
2 INCH BALL END GUN VALVE PRESSURE LOSS: 1.0 psi
RESULTING END GUN PRESSURE: 51.0 psi
SYSTEM INLINE END PRESSURE: 50.3 psi, INCLUDING PLUS 4 ft ELEVATION
TOTAL gpm DELIVERED: 424.9
SYSTEM gpm PER' acre: 11.1
SPRINKLER SPACING LIMITS HAVE BEEN EXTENDED AT SOME OF TH�& TOWERS.
49 MOUNTING ASSEMBLIES: First outlet= 6. Last outlet= 129
Hose Drop w/MxHB U-pipe 0000-000 (Length= 8.00 ft)
U-PIPE- 3/4"Male x H.Barb Galv 008101
Flex Hose Drop <Vari> 111172 (Length= 8.00 ft)
Standard Tee 000100 (as needed)
Standard Regulator 0000-000 (as needed)
----------------------= NOZZLE SELECTION VERIFICATION ---__---------_---__---_
SPAN # 1 2 3 4 OH+EG
gpm REQ. 19.6 60.1 99.2 117.0 130.0
gpm DEL. 20.1 61.1 99.0 116.1 128.6
----- ----- ----- ----- -----
% DEV. 3% 2% -0% -1% -1%

lb
RP074294 17 Dec 2007 ReinkeE2, 4 TOWER, 425 gpm, 58 psi PAGE 6
DATA FILE IDENTIFICATION
File Sprinkler Plate SprNo ID Regulator Flow Duty PSI Outlet ID
-
R3000R Rotator Red 1- 49 E42C LB20 LO BLUE 20 Squr 7628 x-
-------------==--- WATER APPLICATION DEPTH PER REVOLUTION' -_--------_----
APPLICATION DEPTH I f I I I I I I
(in) f 0.09 10.25 1 0.50 10.75 1 1.00 11.25 11.50
--------------=---I-------I-------I-------I-------I-------I-------I-------I
% TIMER SETTING 1100 1 35 I 17 I 12 I 9 J 7 I 6 I
---------------- ---I-------I-------1-------I-------I-------I-------I-------I
REVOLUTION TIME I 4HRS 110HRS 120HRS 131HRS 141HRS 151HRS 161HRS I
GROUND SPEED AT 100% TIMER SETTING:18.03 ft/min
The revolution time may vary some from the values indicated above. This
may be due to generator speed, slippage, or over/under inflated tires.
Power frequency is 60 Hertz. -
Loaded radius of tires is 24.7 in.
This computer printout is a mathematical calculation based upon
information provided to Reinke Mfg. Co., Inc. This information concerns
surface finish; outlet spacing; water
pipe length and inside diameter;
flow and pressure. The calculations are based upon this data and other
applicable data being furnished as accurate. All figures are also
based on 100% water application efficiency (zero wind velocity and
no evaporation) . The PRESSURE @ TOP OF INLET is measured at the first
outlet on the main horizontal distribution pipe just after the top
pivot elbow, while the GAUGE PRESSURE is measured on the vertical
distribution pipe six feet below the top pivot elbow. The main pipe
pressure is calculated as if the pipe is always level. The flow rate
is based on the nozzle pressure, which may differ from the mai pipe
pressure due to the use of -pressure--regulators--and/or--drop- ipes.-----

RP074294 17 Dec 200 Sprinkler Package Installation Guide Page Al
)BALER: RAIHMW IRRIGATION CDSTObZR NAM: MOODY FARM GAUGE PRESSM: 58.0-psi
!Ub=R: 154110 SERIAL NUMBER: 1207-C39041-2660 Td!TBL 6yft M FLOW: 425.0 gpm
TOTAL PIPS LENGTH: 631.0 ft
Notes Length Summary
Drop lengths are nominal - Variation in manufacturing and installation may occur. Total-Length: 372 ft
Nozzle size calculations are based on no arch and constant drop lengths.
Length of drop component indicated by '(Vari Len.)' are in 'in'
Sprinkler ground clearance 72 in; Height to pipe at tower 157 in
Data source file ReinkeE2; selection 'Lengths for Steel, PVC, or Plastic drops'
Mounting Assemblies Model Sprinkler Plate Regulator Flow Duty PSI Outlet
a-- Hose Drop w/bbm U-pipe Aa R3000R Rotator Red LB20 Lo BLuz 20 Squr
U-PIPE- 3/4"Male x H.Barb Gals
Flex Hose Drop Vari Len
Standard Tee
Standard Regulator
Dut Var Spr Noz Out Var� x Noz Out Var Spr Noz
No. Len No.Size Reg No. Len No.
Size Reg No. Len No.Size Reg
1 14 96 11 #30 27
2 15 28 90 30 #29
3 16 29
4 17 30 84 31 #30
5 18 96 12 #31 31
6 90a 1A#14LB20 19 32 84 32 #34
7 20 TOWER NO. 3
8 21 1
22 96 13 #32 2 84 33 #33
("116 2 23 3
11 24 4 90 34 #31
12 25 5
13 26 90 14 #33 6 90 35 #32
14 96 3 #16 27 7
5 28 8 90 36 #31
15
29 9
17 30 84 15 #30 10 96 37 #32
18 96 4 #18 31 11
19 32 84 16 #27 12 96 38 #32
20 TOWER NO. 2 13
21 1 14 96 39 #33
22 96 5 #21 2 84 17 #27 15
23 3 16 96 40 #32
24 4 90 18 #26 17
25 5 18 96 41 #33
26 90 6 #22 6 90 19 #26 19
27 7 20 90 42 #34
28 8 96 20 #26 21
29 9 22 90 43 #33
30 84 7 #25 10 96' 21 #26 23
31 11 24 90 44 #34
32 12 96 22 #27 25
13 26 84 45 #34
TOWER NO. 1 14 96 23 #28 27
1 15 28 84 46 #33
2 84 8 #27 16 96 24 #27
3 TOWER NO. 4
17 1 84 47 #33
4 18 96 25 #28 2
90 9 #27 19 3 84 48 #33
20 96 26 #28 4
21 5 84 49 #36
8 22 96 27 #29 End Gun:SR100 .70" NOZ
9 23
10 96 10 #28 24 96 28 #29
11 25
12 26 90 29 #29
13

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Operator: MOODY FARM 31-552 County: DUPLIN Date: 01/23/08
Distance to nearest residence(other than owner): 0.0 feet
1. AVERAGE LIVE WEIGHT(ALW)
0 sows(farrow to finish) x 1417 lbs. = 0 Ibs
0 sows(farrow to feeder) x 522 lbs. = 0 Ibs
0 head(finishing only) x 135 lbs. - 0 lbs
0 sows(farrow to wean) x 433 Ibs. = 0 Ibs
3552 head(wean to feeder) x 30 lbs. = 106560 lbs
Describe other: 0
Total Average Live Weight= 106560 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume= 106560 lbs.ALW x Treatment Volume(CF)/Ib.ALW
Treatment Volume(CF)/Ib.ALW= 1 CF/lb.ALW
Volume= 106560 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume= 26640.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length(feet) 600.0
Inside top width(feet) 56.0
Top of dike elevation(feet) 48.5
Bottom of lagoon elevation(feet) 38.5
Freeboard(feet) 1.0
Side slopes(inside lagoon) 1.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
1.0 1.0 1.0 1.0 598.0 54.0 9.0
AREA OF TOP
LENGTH*WIDTH=
598.0 54.0 32292 (AREA OF TOP)
AREA OF BOTTOM
LENGTH*WIDTH=
580.0 36.0 20880 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH*WIDTH*4
589.0 45.0 106020 (AREA OF MIDSECTION*4)
CU.FT._[AREA TOP+(4*AREA MIDSECTION)+AREA BOTTOM] * DEPTH/6
32292.0 106020.0 20880.0 1.5
Total Designed Volume Available= 238788 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon(top of dike)
Length *Width=
600.0 56.0 33600.0 square feet
Buildings(roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 33600.0 square feet
Design temporary storage period to be riod to b e 180 days.
5A. Volume of waste produced
Feces&urine production in gal./day per 135 lb.ALW 1.37
Volume= 106560 lbs.ALW/135 lbs.ALW* 1.37 gal/day 180 days
Volume= 194650 gals. or 26022.7 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume= 710.0 gallons/day* 180 days storage/7.48 gallons
per CF
Volume= 17085.6 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume= 7.0 in*DA/12 inches per foot
Volume= 19600.0 cubic feet

5D. Volume of 25 year-24 hour storm
Volume= 7.5 inches/12 inches per foot*DA
Volume= 21000.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 26023 cubic feet
5B. 17086 cubic feet
5C. 19600 cubic feet
5D. 21000 cubic feet
TOTAL 83708 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7.0 inches
25 year-24 hour rainfall==================> 7.5 inches
Freeboard===================================> 1.0 feet
Side slopes=================================> 1.0 : 1
Inside top length===========================> 600.0 feet
Inside top width============================> 56.0 feet
Top of dike elevation=======================> 48.5 feet
Bottom of lagoon elevation==================> 38.5 feet
Total required volume=======================> 216908 cu. ft.
Actual design volume========================> 238788 cu.ft.
Seasonal high watertable elevation(SHWT)===> 0.0 feet
Stop pumping elev.====______________________> 0.0 feet
Must be>or=to the SHWT elev.==========> 0.0 feet
Must be>or=to min. req.treatment el.=> 44.5 feet
Required minimum treatment volume===========> 133200 cu.ft.
Volume at stop pumping elevation============> 33097 cu.ft.
Start pumping elev.===______________________> 0.0 feet
Must be at bottom of freeboard&25 yr. rainfall
Actual volume less 25 yr.-24 hr. rainfall==> 217788 cu.ft.
Volume at start pumping elevation===========> 33097 cu.ft.
Required volume to be pumped================> 62708 cu.ft.
Actual volume planned to be pumped==========> 0 cu.ft.
Min.thickness of soil liner when required==> 1.5 feet
7. DESIGNED BY: AGRIMENT SERVICES INC. APPROVED BY: /fe;5 -
DATE: 1/23/2008 DATE: 1/23/2008
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

lJSlrlb Cv�� (NFw) NRcS SrAN��ae�s CSCu,�bE, 1�1�sH , Avy W W ') 7�
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�=' Q7NSTJ�'t.�CT t '7a 4Lr4�l S 0.4-&D $1Z$1M-� 7/1S Z A60av AAS /ybLAE-
7%46ji A Or&ATF C%i vRc i Ty To 4a:OA(o dN i F 7-A4E C4h►46, /:WO M //4-O 725 �i-
Operator: 0.0 County: 0. 0 Date: 09/19/96 Feb
Distance to nearest residence (other than owner) : 0. 0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. - 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
0 head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. - 0 lbs
3552 head (wean to feeder) x 30 lbs. - 106560 lbs
Describe other : 0
Total Average Live Weig t = 106560 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 106560 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 106560 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 26640. 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 600. 0
Inside top width (feet) ---------------------- 56. 0
Top of dike elevation feet -------- 48 . 5
Bottom of lagoon elevation (feet) ------------ 38 . 5
Freeboard (feet) ----------------------------- 1. 0
Side slopes (inside lagoon) ------------------ 1. 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
1.0 1. 0 1. 0 1. 0 598 .0 54 . 0 9 . 0
AREA OF TOP
LENGTH * WIDTH =
598. 0 54. 0 32292 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
580. 0 36. 0 20880 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
589. 0 45. 0 106020 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMO * DEPTH/6
32292 . 0 106020. 0 20880. 0 1. 5
Total Designed Volume Available = 238788 CU. FT.

(P�
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
600. 0 56.0 33600. 0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 33600. 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1. 37
Volume = 106560 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
Volume = 194650 gals. or 26022 .7 cubic feet
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 = 710. 0 gallons/day * 180 days storage/7 . 48 gallons
per CF
Volume = 17085. 6 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall - 7 . 0 inches
Volume = 7. 0 in * DA / 12 inches per foot
Volume = 19600. 0 cubic feet

(r,",
5D. Volume of 25 year - 24 hour storm
Volume = 15. 0 inches / 12 inches per foot * DA
Volume = 42000.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 26023 cubic feet
5B. 17086 cubic feet
5C. 19600 cubic feet
5D. 42000 cubic feet
TOTAL 104708 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7 . 0 inches
25 year - 24 hour rainfall==================> 15 . 0 inches
Freeboard=====----==----------------========> 1. 0 feet
Side slopes=================================> 1. 0 : 1
Inside top length===========================> 600. 0 feet
Inside top width============================> 56. 0 feet
Top of dike elevation----------=====--------> 48 . 5 feet
Bottom of lagoon elevation==================> 38 . 5 feet
Total required volume=======================> 237908 cu. ft.
Actual design volume========================> 238788 cu. ft.
Seasonal high watertable elevation (SHWT)===> 0. 0 feet
Stop pumping elev.=================--------=> 0. 0 feet
Must be > or = to the SHWT elev.==========> 0. 0 feet
Must be > or = to min. req. treatment el.=> 44 . 5 feet
Required minimum treatment volume===========> 133200 cu. ft.
Volume at stop pumping elevation============> 33097 cu. ft.
Start pumping elev.=----- 0. 0 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 196788 cu. ft.
Volume at start pumping elevation===========> 33097 cu. ft.
Required volume to be pumped================> 62708 cu. ft.
Actual volume planned to be pumped==========> 0 cu. ft.
Min. thickness of soil liner when required==> 1. 5 feet
7. DESIGNED BY: APPROVED BY:
GaR�oC�(.1 �
DATE: q DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: - r+1s ss ABC qu:5-np4C rA4 t `izTAL ssi-W WILL DCcReAsE,
oum%Dc SWM5 `Ta SE RE:6RWD00 AND 6RA�5 i�5T'lr6U St4 a?

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TOM & NEIL WHITFIELD
3552 WEAN TO FEEDER
Approved Anaerobic Lagoon design
Grid Survey
Waste Management Plan
Related Maps
DESIGNED BY:
AGRIMENT SERVICES INC
P.O. BOX 1096
BEULAVILLE,NC285I8
[phone], [phone]

OWNER: wh;+yci'c I of
COUNTY: M,01;
4
TYPE OPERATION: J S a nFeAde-,
PLEASE REVIEW THE ATTACHED PLANS AND SPECIFICATIONS CAREFULLY. RETAIN THIS
FOR YOUR USE AND RECORDS. YOU MUST COMPLETE AND MAIL YOUR DEM.0200
CERTIFICATION PRIOR TO THE STOCKING OF ANIMALS.
AGRIMENT SERVICES INC. WILL ASSIST THE LANDOWNER IN THE LAYOUT OF THE
LAGOON ALONG WITH THE PADS FOR HOUSES. FINAL CONSTRUCTION CHECKS WILL BE
COMPLETED BY AGRIMENT TECHNICIANS. THE PAD DIMENSIONS AND GRADES ARE THE
BEST ESTIMATES. THE CONTRACTOR/BUILDER IS RESPONSIBLE FOR FINAL PAD GRADE
CHECKS AND BUILDING LAYOUTS.
THE ACTUAL AMOUNT OF MATERIAL REQUIRED FOR PADS AND DAM MAY VARY FROM
THE ESTIMATES. THE DESIGN WILL ATTEMPT TO BALANCE CUTS AND FILLS AS CLOSELY
AS POSSIBLE. IF ADDrrIONAL MATERIAL IS REQUIRED,THE CONTRACTOR AND THE
OWNER WILL NEGOTIATE ON THE PRICE AND LOCATION OF BORROW AREA.
BEST ESTIMATES:
TOTAL REQUIRED VOLUME: (CU/FT) f 6S St4 9
ACTUAL DESIGN VOLUME: (CU/FT) 1 _
LAGOON EXCAVATION: (CU/YD) µ lk3 So
DIKE/PAD EXCAVATION: (CU/YD)
OVER CUT FOR LINER: (CU/YD) !1 r-
TOTAL EXCAVATION: (CU/YD) sS's D
PAD AND DIKE FILL: (CU/YD) 3996
CLAY LINER: (CU/YD) --512-
TOTAL FILL: (CU/YD) `ts l 9'
CUT/FILL RATIO: /-;�Ao-
DESIGNED BY.•
A GRIMENT SER VICES INC.
�.'�bvik CAROL/
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APPROVED BY: ��, r'�'••`
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I

rator:Neil & Tom County: Duplin Date: 07/04/96
Distance to nearest residence (other than owner) : 2000.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
0 head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
3552 head (wean to feeder) x 30 lbs. = 106560 lbs
Describe other : 0
Total Average Live Weight = 106560 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 106560 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 106560 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE STORAGE NOT COMPUTED AT
Volume = 0.0 cubic feet LANDOWNER REQUEST, SLUDGE TO BE
REMOVED AS NEEDED
4. TOTAL DESIGNED VOLUME
Inside top length (feet) 160.0
Inside top width (feet)---------------------- 170.0
Top of dike elevation (feet)----------------- 49 .8
Bottom of lagoon elevation (feet)------------ 37.8
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 154.0 164.0 11 .0
AREA OF -TOP
LENGTH * WIDTH =
154.0 164.0 25256 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
88.0 98.0 8624 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
121.0 131 .0 63404 (AREA OF MIDSECTION * 4)
CU. FT. _ (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
25256.0 63404.0 8624.0 1.8
Total Designed Volume Available = 178354 CU. FT.

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
160.0 170.0 27200.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 27200.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 106560 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 194650 gals. or 26022.7 cubic feet
ti Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
Volume = 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 15866.7 cubic feet

Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 17000.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 26023 cubic feet
5B. 0 cubic feet
5C. 15867 cubic feet
5D. 17000 cubic feet
TOTAL 58889 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7.0 inches
25 year - 24 hour rainfall==================> 7.5 inches
Freeboard--------==============----==-----==> 1.0 feet
Side slopes=================================> 3.0 : 1
Inside top length===========================> 160.0 feet
Inside top width============================> 170.0 feet
Top of dike elevation=======================> 49.8 feet
Bottom of lagoon elevation==================> 37.8 feet
Total required volume=======================> 165449 cu. ft. *
Actual design volume========================> 178354 cu. ft. *
Seasonal high watertable elevation (SHWT)===> 44.0 feet
Stop pumping elev.__________________________> 45.6 feet
Must be > or = to the SHWT elev.==========> 44.0 feet
Must be > or = to min. req. treatment el .=> 43.8 feet
Required minimum treatment volume===========> 106560 cu. ft.
Volume at stop pumping elevation============> 106911 cu. ft.
Start pumping elev._________________________> 48.1 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 161354 cu. ft.
Volume at start pumping elevation===========> 161138 cu. ft.
Required volume to be pumped================> 41889 cu. ft.
Actual volume planned to be pumped=====_____> 5422 +,pMft.
Min. thickness of soil liner when required==> �OA%*,•'
• •� •• �/ •
7. DESIGNED BY: AGRIMENT SERVICES INC. APPROVED BY :',�' E !(� •'
DATE: 7/zj/`I b DATE: _ 0
r
r • aC•
NOTE: SEE ATTACHED WASTE UTILIZATION PLANrot
,�''�h�y�,�r_CLYD��;••`�,,,
COMMENTS: i

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
_• -----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
r SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.8 ft.
------ -------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

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

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 48.1 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 45.6 . This temporary
storage, less 25 yr- 24 hr storm, contains 41889 cubic feet or
313332 gallons.

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

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 3.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
24.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
120.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
3000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
6.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
300.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

X
t.
AGRIMENT SERVICES INC.
Soils Investigation
NAME Ton J
/�ei� Wh•j-i;' 1,.1 DATE-2-
ADDRESS �q.S4 NCI11 .t 903
-e%lhe,=f0.
LOCATION 2 ;-4�t_ef of 1'Vcm/loee/
chec&t
SKETCH OF PROJECT SITE
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WATER TABLE _ * BORINGS
0
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11-12
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13-14
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Borings made by A—.4LC Agriment Technician RGK
Remarks :

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PLANNED
QUANTITY CALCULATIONS
prepared for
N e i l Se T om W kx:L-t f i e f c1
in
Duplin County, North Carolina
Designer : Agriment Services Checker
Date : 07/04/96 Date
*******************************************************************************
Lagoon Excavation Estimates
I ** EXCAVATION ** I ** FILL **
Bot Left Right Off-CL I CL Dist Area Volume I Area Volume
Width SS SS (ft) I Sta (ft) I (SgFt) (Cu.Yds) I (SgFt) (Cu.Yds)
I I I
72 3:1 3.0:1 100.0 I 69+.9 11046.7 I 0.0
I 30 I 1187.2 I 0.0
79 3:1 3.0:1 100.0 I 1+00 11083.3 I 0.0
I 96 I 4835.3 I 0.0
�02 3:1 3.0:1 100.0 I 1+96 I 968.8 I 0.0

CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
Nei 1 ge Tom Wlzitf ie1c1
in
Duplin County, North Carolina
Designer : Agriment Services Checker
Date : 07/04/96 Date
Lagoon Excavation Profile
TEMPLATE DATA:
Beginning Elevation = 37.8
Beginning Station = 0+00
0+00 to 0+00 c\3cl98/3 0.00000 ft/ft
SECTION NUMBER 1
Centerline Station 0+00
•
r""10RIGINAL DATA.
0.0 / 48.9 100.0 / 48.2 200.0 / 45.9 300.0 / 43.8

CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
Neil Sc Tom Wl-zi-tf' ie1c3
in
Duplin County, North Carolina
Designer : Agriment Services Checker
Date : 07/04/96 Date
Lagoon Excavation Estimates
TEMPLATE DATA:
Beginning Elevation = 37.8
Beginning Station = 69+.9
69+.9 to 69+.9 c\3124cl47.5/3.075 0.00000 ft/ft
69+.9 to 1+00 c\3124cl54.8/3.075 0.00000 ft/ft
1+00 to 1+96 c\3124cl77.6/3.075 0.00000 ft/ft
TION NUMBER 1
Centerline Station 69+.9
(P%ORIGINAL DATA:
0.0 / 48.9 100.0 / 48.4 200.0 / 46.4
SECTION NUMBER 2
Centerline Station 1+00
ORIGINAL DATA:
0.0 / 48.6 100.0 / 48.2 200.0 / 46.2 240.0 / 44.3
SECTION NUMBER 3
Centerline Station 1+96
ORIGINAL DATA:
0.0 / 47.3 100.0 / 45.9 200.0 / 44.5 265.0 / 43.2

PLANNED
QUANTITY CALCULATIONS
prepared for
Nei 1 Sc Tom Wlzitf ie1c1
in
Duplin County, North Carolina
Designer : Agriment Services Checker
Date : 07/04/96 Date
*******************************************************************************
Dike Fill Estimates
** EXCAVATION ** I ** FILL **
Top Left Right Off-CL I CL Dist I Area Volume I Area Volume
Width SS SS (ft) I Sta (ft) ( (SgFt) (Cu.Yds) I (SgFt) (Cu.Yds)
I I I
12 3:1 3:1 120.0 ( 0+00 ( 0.0 I 113.1
I 100 I 0.0 I 533.1
12 3:1 3:1 120.0 I 1+00 I 0.0 I 174.7
e""*' I 56 I 0.0 ( 907.7
15 3.0:1 3.0:1 115.3 1155+.5 I 0.0 I 189.7
I 103 I 0.0 I 1461.0
r. , 15 3.0:1 3.0:1 91.9 1258+.2 I 0.0 I 101.2
146 I 0.0 I 1827.9
15 3:1 3:1 50.0 1404+.6 0.0 I 34.1
I 125 I 0.0 I 1965.3
15 3:1 3:1 60.0 ( 529+.6 I 0.0 I 25.2
I 100 I 0.0 I 2142.9
15 3:1 3:1 60.0 ( 629+.6 I 0.0 I 70.7
95 I 0.0 I 2492.2
15 3:1 3:1 120.0 1724+.6 I 0.0 I 127.9

CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
Nei 1 S+c Tom W1'1.i1_- f ielcd
in
Duplin County, North Carolina
Designer : Agriment Services Checker
Date : 07/04/96 Date
Dike Fill Estimates
TEMPLATE DATA:
Beginning Elevation = 49.8
Beginning Station = 0+00
0+00 to 127+.5 d/3cll2\3 0.00000 ft/ft
127+.5 to 258+.2 d/3.075cll5.4\3.075 0.00000 ft/ft
258+.2 to 317+.1 d/3.075cll5.4\3.075 0.00848 ft/ft
317+.1 to 472+.1 d/3cll5\3 0.00000 ft/ft
472+.1 to 529+.6 d/3c115\3 -.00870 ft/ft
529+.6 to 724+.6 d/3cll5\3 0.00000 ft/ft
,. .CTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0.0 / 48.2 100.0 / 45.9 200.0 / 43.8
SECTION NUMBER 2
Centerline Station 1+00
ORIGINAL DATA:
0.0 / 46.2 100.0 / 44.5 200.0 / 42.3
SECTION NUMBER 3
Centerline Station 155+.5
ORIGINAL DATA:
0.0 / 45.9 100.0 / 44.5 170.0 / 43.2
SECTION NUMBER 4
Centerline Station 258+.2
ORIGINAL DATA:
0.0 / 48.2 100.0 / 46.2 140.0 / 44.3

Dike Fill Estimates (continued) 07/04/96 page 2
CTION NUMBER 5
Centerline Station 404+. 6
ORIGINAL DATA:
0.0 / 48.2 100.0 / 48.9 200.0 / 49.5
SECTION NUMBER 6
Centerline Station 529+.6
ORIGINAL DATA:
0.0 / 48.2 100.0 / 48.6
SECTION NUMBER 7
Centerline Station 629+.6
ORIGINAL DATA:
0.0 / 45.9 100.0 / 47.3
SECTION NUMBER 8
Centerline Station 724+.6
ORIGINAL DATA:
0.0 / 48.2 100.0 / 45.9 200.0 / 43.8

QUANTITY CALCULATIONS
prepared for
N e i 3L Sc T om W1-i.i---f i e f c3
in
Duplin County, North Carolina
Designer : Agriment Services Checker
Date : 07/04/96 Date
*******************************************************************************
Pad Fill Estimates
** EXCAVATION ** ** FILL **
Top Left Right Off-CL CL Dist Area Volume Area Volume
Width SS SS (ft) Sta (ft) ( (SgFt) (Cu.Yds) (SgFt) (Cu.Yds)
225 5:1 5:1 75.0 0+00 0.0 427.4
50 0.0 600.3
225 5:1 5:1 75.0 ( 0+50 0.0 220.9
100 0.0 1316.1
25 5:1 5:1 75.0 1+50 0.0 165.7
30 0.0 1504.1
225 5:1 5:1 75.0 1+80 0.0 172.7

CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
Nei 1 Sc Tom Wlz.it_- f ielcd
in
Duplin County, North Carolina
Designer : Agriment Services Checker
Date : 07/04/96 Date
Pad Fill Estimates
TEMPLATE DATA:
Beginning Elevation = 50.3
Beginning Station = 0+00
0+00 to +15 d/5cl225\5 0.00000 ft/ft
+15 to 1+65 d/5cl225\5 0.00333 ft/ft
1+65 to 1+80 d/5cl225\5 0.00000 ft/ft
CTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0.0 / 47.2 100.0 / 47.9 200.0 / 48.6 300.0 / 49.2 330.0 / 49.1
SECTION NUMBER 2
Centerline Station +50
ORIGINAL DATA:
0.0 / 48.2 100.0 / 48.9 200.0 / 49.5 300.0 / 50.3 330.0 / 50.1
SECTION NUMBER 3
Centerline Station 1+50
ORIGINAL DATA:
0.0 / 48.6 100.0 / 49.6 200.0 / 50.2 300.0 / 50.4 330.0 / 50.2
SECTION NUMBER 4
Centerline Station 1+80
ORIGINAL DATA:
0.0 / 48.8 100.0 / 49.6 200.0 / 50.2 300.0 / 50.5 330.0 / 50.6

AGRIMENT SERVICES, INC.
WASTE MANAGEMENT SI , EVALUATION
..--------------------------------------------------------------------------------------------------------------
BASIC INFORMATION
NAME/ADDRESS %�Pc�NEJl. �/ i �� LOCATION- -' hi�c
/VG!// f 903 GlceH S.tetS t��
. �/6er�,on Nc .98SoY �
TiLEPI IGNE ��( S68 - (0 3�/a FACILITY TYPE 3 S,5a
-----------------------------------------------------------------------------------------------------------------
SITE DATA
DIST'AI`TCE FRON4 NEAREST'RESIDENCE oZ000 FT.
DISTANCE FROM NEAREST PUBLIC FACILITY FT.
ARE UTILITIES IN EARTH MOVING AREA? YES NO /
WILL SITE BE AFFECTED BY ANY ZONING LAWS? YES_ NO
IS SITE 100 FT. FROM PERENNIAL"BLUE LINE" STREAM ? YES_,/NO
IS SITE WIT'FIIN 100 YEAR FLOOD PLAIN? YES NO
-------------------------—------------------------------------------------------------------------------_.._�
NA ETL.ILNIDS
WILL TIES PROJECT AFFECT WETLANDS? YES NO /
IF YES, SPECIFY. --
-- -----------------------------------------------------------------------------------------------------------------
ENVIRONMENTAL FACTORS
ENDANGERED SPECIES?
/V erL G
ARCHAELOGICAL/HISTORICAL SITE?
PROBLEM AREAS-Iq
---------------------------------------------------------------------------------------------------------------------

AGRIMl-'NT SERVit'I.,'S_ INC.
WAS'ITs MANAG11M1 N'1' Sl'11 IVALUA'I'ION
COMMENTS:
AGRIMENT SERVICES TECHNICIAN 3 9(

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t
•
TO �9��9
�I �'
�� T,oOj
�� mil'
LO �� �)I c�6
F S >.
.>
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6' I�
_ � _

AREAS
TOP 25242. 6
MID POINT 15781 , 2
R\W
iu--4 4�
BOTTOM 85277
VOLUME 177641 ,2

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Tp SRE'9S
A
Apt T pf uT ZS
lip 8S j�c�'
A

AREAS
TOP 25242 . 6
MID PINT 15781 ,2
BOTTOM 8527 . 7
VOLUME 177641 . 2

AGRIMENT SERVICES INC.
SWINE FACILITY SITE EVALUATION
GENERAL INFORMATION ✓ ` /
NAME %Q�Y�AJ�/lam H/�•�1 �� LOCATION 3 /� Sty o T �2� /a d C /
2ySH A/c NI i 9a3 6K s� /sJy
A ' kon NC, o 909
TELEPHONE (W7)S68' —63yZ SIZE OPERATION _ 3S$ lt�ca� /ter ✓xn
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER 2,o00 T.
DISTANCE FROM NEAREST PUBLIC FACILITY (school, church, etc. ) _-YY
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES NO
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE" PERENNIAL STREAM? YES NO
IS SITE WITHIN 1 MILE ZONING JURISDICTION OF A MUNICIPALITY? YES NO
ARE UTILITIES IN CONSTRUCTION AREA? YES NO—Z
HAS SITE BEEN CHECKED FOR UNDERGROUND TILE? YES NOZ
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON-CROPLAND? YES NO
WILL ACTION RESULT IN SWAMPBUSTING? YES NO
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER:
PREDOMINANT WIND DIRECTION? YES —,Z NO
PRECHARGING LAGOON WITH FRESH WATER TO AT LEAST
OF THE CAPACITY? YES NO
USING GOOD SOUND JUDGMENT IN LAND APPLICATION OF WASTE? YES NO
OTHER ENVIRONMENTAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT PRESENT? YES NO Z
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE PLANNING
AREA OR WILL PLANNING ACTIONS IMPACT ON AN ADJACENT NATURAL
SCENIC AREA? YES NO
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE PLANNED
AREA? YES NO
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPORTANT FARMLANDS IN
THE OPERATING UNIT? YES / NO
WILL THE ACTION RESULT IN SODBUSTING? YES NO

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to
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\ 4�L� ,, r}:�{ -,�1 .� r.. oy.:.. •p�..�Ttf t 'tk\L9•.11.r:� ';�:: ''aL•��:{� .�. it„ - )� '
4 �

.PW.ASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND APPLY
ALL WASTE INCLUDING SLUDGE, ALTHOUGH SLUDGE MAY ONLY
BE APPLIES INFREQUENTLY? YES / NO
IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND? YES NO
IF LAND IS NOT OWNED BY PRODUCER, CAN PRODUCER GET AGREEMENT
ON LAND ON WHICH TO APPLY WASTE? (ATTACH WASTE UTILIZATION
PLAN TO SITE EVAL. ) YES NO
SOIL INVESTIGATION
IS SOIL SUITABLE FOR LAGOON? YES / NO
IS A LINER REQUIRED? YES /NO
TYPE OF LINER TO BE USED: CLAY t::--�BNITE - SYNTHETIC
IF CLAY LINER IS TO BE USED, IS SUITABLE CLAY AVAILABLE
ON SITE? YES NO
IF CLAY IS NOT AVAILABLE ON SITE, DOES LANDOWNER HAVE
ACCESS TO CLAY? YES NO
rS A CORE TRENCH REQUIRED? YES NO
IS SUBSURFACE DRAIN TILE PRESENT? YES NO
SITE APPROVED YES NO CONDITIONAL
COMMENTS
THIS SITE INVESTIGATION IS VALID FOR TWELVE MONTHS FROM THE DATE SHOWN BELOW. IF
CONSTRUCTION HAS NOT BEEN STARTED WITHIN TWELVE MONTHS, .A NEW SITE INVESTIGATION WILL BE ,
REQUIRED.
SIGNATURE DATE _
TECHNICAL ECI / GINEER

EMERGENCY ACTION PLAN
PHONE NI IMRFR S
DWQ 910 -395-- 3gOO
EMERGENCY MANAGEMENT SYSTEM
SWCD 910- a g 6, -aIaO
NRCS q10-a96 - Agal
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for all
employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation,this may or may not be possible.
Suggested responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s)that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems,houses,solid separators-action include:
1 December 18, 1996

a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowi;
a. Dig a small sump or ditch away from the embankment to catch all seepage,put
in a submersible pump, and pump back to the lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom
as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury,fish kills,or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours,call your DWQ(Division of Water Quality)regional office;
Phone - - . After hours,emergency number. 919-733-3942. Your phone call
should include:your name, facility,telephone number,the details of the incident from item
2 above,the exact location of the facility,the location or direction of movement of the spill,
weather and wind conditions. The corrective measures that have been under taken,and the
seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS phone number -
c. Instruct EMS to contact local Health Department.
d. Contact CES,phone number - - , local SWCD office phone number - - ,and
local NRCS office for advice/technical assistance phone number - -
4. If none of the above works call 911 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
2 December 18, 1996

5. Contact the contractor of your choice to begin repair of problem to minimize off-site
damage.
a. Contractors Name: 'r%`'``'�� SeS �•
b. Contractors Address: l c S A Pink HI N 'N`'
c. Contractors Phone: L,'Z-5b6- L(`Fg'
6. Contact the technical specialist who certified the lagoon(MRCS,Consulting Engineer, etc.
a. Name: �,.• ;r��4- S� �C��,� l�. - �i e,,o t<,e"e-J4
b. Phone: L 52- "R - ;k-6 48
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage,repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
3 December 18, 1996

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

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

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

Practice water conservation---minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Management:
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level should never be closer than 1 foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
Niaintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
;full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

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

(rs, 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.

Insect Control Checklist for Animal Operations
Source Cause BMPs to Minimize Insects Site Specific Practices
Liquid Svstems
Flush Gutters 0 Accumulation of Solids Flush system is designed and operated sufficiently to
remove accumulated solids from gutters as designed;
9" Remove bridging of accumulated solids at discharge
Lagoons and Pits • Crusted Solids Maintain lagoons,settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6-8 inches
over more than 30%of surface.
Excessive Vegetative • Decaying vegetation O""'Maintain vegetative control along banks of lagoons
Growth and other impoundments to prevent accumulation of
decaying vegetative matter along waters edge on
impoundment's perimeter.
nry Qvctpmc
Feeders • Feed Spillage O Design,operate and maintain feed systems(e.g.,
bunkers and troughs)to minimize the accumulation
[7 (
2 decayinga�vastage.
can up spillage on a routine basis(e.g.,7- 10 day
interval during summer; 15-30 day interval during
winter).
Feed Storage • Accumulation of feed residues O Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment(e.g.,covered bin for
brewer's grain and similar high moisture grain
Opr and remove or breakup accumulated
solids in filter strips around feed storage as needed.
AMIC- November 11, 1996,Page 1

Source Cause BMPs to Minimize Insects Site Specific Practices
Animal Holding Areas • Accumulations of animal wastes 0 Eliminate low areas that trap moisture along fences
and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
0 Maintain fence rows and filter strips around
animal holding areas to minimize accumulations
of wastes(i.e.inspect for and remove or break up
accumulated solids as needed.
Dry Manure Handling 0 Accumulations of animal wastes 0 Remove spillage on a routine basis(e.g.,7-10 day
Systems interval during summer; 15-30 day interval during
winter)where manure is loaded for land application
0 96W29#adequate drainage around manure
stockpiles.
O Inspect for an remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed.
For more information contact the Cooperative Extension Service,Department of Entomology,Box 7613,North Carolina State University, Raleigh,NC
27695-7613
AMIC- November 11, 1996,Page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine Production a—/Vegetative or wooded buffers;
(9Recommended best management practices;
IR///Good judgement and common sense
Animal body surfaces • Dirty manure-covered animals 2""Dry floors
Floor surfaces • Wet manure-covered floors Mr"Slotted floors;
2"'Waterers located over slotted floors;
O Feeders at high end of solid floors;
01"Scrape manure buildup from floors;
2"'Underfloor ventilation for drying
Manure collection pits • Urine; C3 Frequent manure removal by flush,pit recharge, or
Partial microbial decomposition scrape;
CT-Underfloor ventilation
Ventilation exhaust fans • Volatile gases; ( Fan maintenance;
• Dust 0'*�Efficient air movement
Indoor surfaces • Dust 01"'Washdown between groups of animals;
O Feed additives;
O Feed covers;
O Feed delivery downspout extenders to feeder
co vers
Flush tanks • Agitation of recycled lagoon liquid O Flush tank covers;
while tanks are filling 13 Extend fil l to near bottom of tanks with
anti-siphon vents
Flush alleys • Agitation during wastewater 0 Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon liquid O Extend recharge lines to near bottom of pits with
while pits are filling anti-siphon vents
Lift stations • Agitation during sump tank filling O Sump tank covers
and drawdown
AMOC-November 11, 1996,Page 3

Source Cause BMPs to Minimize Odor Site Specific Practices
Outside drain collection or 0 Agitation during wastewater O Box covers
junction boxes conveyance
End of drainpipes at lagoon • Agitation during wastewater ❑ Extend discharge point of pipes underneath
conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emission; LSD Proper lagoon liquid capacity;
• Biological mixing; Or" Correct lagoon startup procedures;
• Agitation E/Minimum surface area-to-volume ratio;
C� Minimum agitation when pumping:
O Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler nozzles • High pressure agitation; a--l—irrieate on dry days with little or no wind:
• Wind drift &"-Minimum recommended onerating pressure:
Pump intake near lagoon liouid surface:
❑ Pump from second stage lagoon
Storage tank or basin • Partial microbial decomposition; O Bottom or midlevel loading:
surface • Mixing while filling; O Tank covers:
• Agitation when emptying O Basin surface mats of solids:
❑ Proven biological additives or oxidant
Settling basin surface • Partial microbial decomposition; O Extend drainpipe outlets underneath liquid level;
• Mixing while filling;
❑ Remove settled solids reeularly
• Agitation when emptying
Manure,slurry or sludge • Agitation when spreading; /Soil injection of slurry/sludges;
spreader outlets • Volatile gas emissions M Wash residual manure from spreader after use;
❑ Proven biological additives or oxidants
Uncovered manure,slurry • Volatile gas emissions while R"'� Soil injection of slurry/sludges;
or sludge on field surfaces drying rT"' Soil incorporation within 48 hrs.;
PK Spread in thin uniform lavers for rapid drying:
❑ Proven hioingical additives or oxidants
Dead animals • Carcass decomposition ❑ Proper disposition of carcasses
AMOC-November 11, 1996,Page 4

Source Cause BMPs to Minimize Odor Site Specific Practices
Dead animal disposal pits • Carcass decomposition rl Complete covering of carcasses in burial pits;
rl Proper location/construction of disposal pits
Incinerators • Incomplete combustion rl Secondary stack burners
Standing water around • Improper drainage; R�G rade and landscape such that water drains away
facilities • Microbial decomposition of from facilities
organic matter
Mud tracked onto public • Poorly maintained access roads Farm access road maintenance
roads from farm access
Additional Information: Available From:
Swine Manure Management;.0200 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 103-88 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings;PIH-33 NCSU-Swine Extension
Environmental Assurance Program:NPPC Manual NC Pork Producers Assoc.
Options for Managing Odor;a report from the Swine Odor Task Force NCSU-Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies;PRO107, 1995 Conference Proceedings Florida Cooperative Extension
AMOC-November 11, 1996,Page 5