310376_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee
1. Farm Number: 1-0376 Certificate Of Coverage Number: AWS310376
2. Facility Name: Duplin 1&2
3. Landowner's Name(same as on the Waste Management Plan): Wbw Sow Farms LLC
4. Landownees Mailing Address: 1122 Oberlin Rd
City: Raleigh State: NC Zip: 27605
Telephone Number: 910-8664395 Ext. E-mail:
5. Facility's Physical Address: 1604 N NC 11 903 Hwv
City: Kcnansville State: NC Zip: 28349
6. County where Facility is located: Du fin
7. Farm Manager's Name(if different from Landowner): Tom Whitfield
g, Farm Manager's telephone number(include area code): 910-296-1033 Ext.
9. Integrator's Name(if there is not an integrator,write"None"): Murghv-Brown LLC
10. Operator Name(OIC): Allan Joel Arevalo Phone No.: 919-622-5762 OIC#: 1005962
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-Farrow to Wean 7,200
Operation Tvnea•
Swine Cattle Dry Poultry Other Tvoes
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#I If 10 /7 of fG p 206,039.00 -1"11- Q,
LAGOON#2 r to q3 7 Je)< 192,535.00 -9&4019s
LAGOON#3 67 s Alfi nu.ae• i26 r
26t 11163
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP most 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. Lagoontstorage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
you facility.
S. Operation and Maintenance Plan
If you CAWMP includes any components not shown on this list, please include the additional components with you submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: 2019PermitRenewal©nedenr.gov

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of'not more than 5 years, or both for
a similar offense.)
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: Ote.P
Signature: Date:
Name: Title:
Signature: Date:
Namc: 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@ncdenrgov
FORM: RENEWAL-STATE GENERAL 0212019

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

Nutrient Management Plan For Animal Waste Utilization
07-14-2016
This plan has been prepared for: This plan has been developed by:
Duplin I & 2 (31-376) Ronnie G. Kennedy Jr.
WBW Sow Farms, LLC Agriment Services, Inc.
1122 Oberlin Road PO Box 1096
Raleigh, NC 27605 Beulaville, NC 28518
[phone] 252-56q&-2648
D e oper Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we)understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan..
Signature(owne ) 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:
T Imical Specialist Signature Date
Preview Database Version 4.1 Date Printed: 07-14-2016 Cover Page I

Nutrient Management Plan For Animal Waste Utilization
01-28-2015
This plan has been prepared for: This plan has been developed by:
WBW Farms Inc. (31-376) Ronnie G. Kennedy Jr.
WBW Farms Inc. Agriment Services, Inc.
PO Box 98 PO Box 1096
Pink Hill, NC 28572 Beulaville, NC 28518
[phone] 2 7Signature
Developer
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I(we)understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
` waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signs a(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 ommission.
Plan Approved By:
Technical Specialist Signature Date
r1*11, -----------------------------------------------------------------------------------------------------------------------------------------------------------------
539436 Database Version 4.1 Date Printed: 01-28-2015 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S9 Swine Farrowing-Weanling Lagoon Liquid waste generated 23,061,600 gals/year by a
7,200 animal Swine Farrowing-Weanling Lagoon Liquid operation.This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 27713
Incorporated 33255
Injected 33255
Irrigated 27713
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied (lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 272713 28114 -401 23,3952190 -3331,590
Year 2 272713 28983 -1,270 24,1182941 -1,057,341
------ -------------•---- ---------------------- --------- --- ----------------- ---------------------
-------
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.
539436 Database Version 4.1 Date Printed: 01-28-2015 Source Page 1 of 1

Narrative
1/28/2015
This plan is a revision of the 9/21/2004 plan completed by Ronnie G.Kennedy. Plan shows addition of
the new center pivots. Bermuda hay rates came from historical rates from the 9/21/2001 plan.
All fields must meet monitoring and reporting requirements when used. Mr. Whitfield plans to apply
swine waste in accordance with his specific waste analysis not to exceed the hydraulic loading of the
soils.
----------------------------------------------------------------------------------------------- -----------------------------------------------------------------
Preview Database Version 4.1 Date Printed: 01-28-2015 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 Awes Index(LI) Soil Series Crop Sequence RYE
Fieldl lA 4.18 4.18 N/A Noboco Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 6.5 Tons
Fieldl 1B 2.63 2.63 N/A Noboco Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 6.5 Tons
Field2 2A 0.96 0.96 N/A Noboco Corn,Grain 115 bu.
Rye,Grain 60 bu.
Soybeans,Manured,Double Crop 38 bu.
Field2 2B 4.451 4.45 N/A Noboco Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 6.5 Tons
Field2 2C - 1.51 1.51 N/A Noboco Corn,Grain 115 bu.
Rye,Grain 60 bu.
Soybeans,Manured,Double Crop 38 bu.
Field2 2D 3.27 3.27 N/A Noboco Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 6.5 Tons
Field2 2E 2.64 2.64 N/A Noboco Corn,Grain 115 bu.
Rye,Grain 60 bu.
Soybeans,Manured,Double Crop 38 bu.
Field3 3A 4.17 4.17 N/A Torhunta Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.0 Tons
Field3 3B 4.53 4.53 N/A Torhunta Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.0 Tons
Field3 3C 3.87 3.87 N/A Torhunta Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.0 Tons
Field4 CP2 15.89 15.89 N/A Torhunta Com,Grain 125 bu.
Rye,Grain 55 bu.
Soybeans,Manured,Double Crop 35 bu.
Field5 5A 3.84 3.84 N/A Torhunta Corn,Grain 125 bu.
Rye,Grain 55 bu.
Soybeans,Manured,Double Crop 35 bu.
Field6 6A 4.53 4.53 N/A Torhunta Corn,Grain 125 bu.
Rye,Grain 55 bu.
539436 Database Version 4.1 Date Printed 1/28/2015
PCs Page 1 of 3
NOTE: Symbol*means user entered data.

Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
Soybeans,Manured,Double Crop 35 bu.
Field6 6B 4.80 4.80 N/A Torhunta Com,Grain 125 bu.
Rye,Grain 55 bu.
Soybeans,Manured,Double Crop 35 bu.
Field6 6C 4.20 4.20 N/A Torhunta Com,Grain 125 bu.
Rye,Grain 55 bu.
Soybeans,Manured,Double Crop 35 bu.
Field? 7E 6.72 6.72 N/A Torhunta Corn,Grain 125 bu.
Rye,Grain 55 bu.
Soybeans,Manured,Double Crop 35 bu.
Field? CPI 24.04 24.04 N/A Pactolus Corn,Grain 65 bu.
Rye,Grain 35 bu.
Soybeans,Manured,Double Crop 21 bu.
Field8 8A 5.39 5.39 N/A Pactolus Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.0 Tons
Field8 8B 5.22 5.22 N/A Pactolus Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.0 Tons
Field8 8C 2.66 2.66 N/A Pactolus Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.0 Tons
Field8 8D 3.50 3.50 N/A Pactolus Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.0 Tons
Field9 9A 1.57 1.57 N/A Pactolus Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.0 Tons
Field9 9B 1.64 1.64 N/A Pactolus Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.0 Tons
Field9 9C 2.55 2.55 N/A Pactolus Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.0 Tons
Field9 9D 4.56 4.56 N/A Pactolus Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.0 Tons
PLAN TOTALS: 123.32 123.32
539436 Database Version 4.1 Date Printed 1/28/2015
PCs Page 2 of 3
NOTE: Symbol*means user entered data.

Ll: Pdteirhal Lea�hnn Technicdl.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
gone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Term No-Til 1(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
539436 Database Version 4.1 Date Printed 1/28/2015
PCS Page 3 of 3
NOTE: Symbol*means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (Ibs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
Fieldl IA S9 Noboco 4.18 4.18 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 41.61 0.00 173.92 0.00
Fieldl IA S9 Noboco, 4.18 4.18 Hybrid Bermudagrass Hay 6.5 Tons 3/1-9/30 *325 0 0 Irrig. 325 270.46 0.00 1,130.50 0.00
Fieldl IB S9 Noboco 2.63 2.63 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 41.61 0.00 109.43 0.00
Fieldl IB S9 Noboco 2.63 2.63 Hybrid Bermudagrass Hay 6.5 Tons 3/1-9/30 *325 0 0 Irrig. 325 270.46 0.00 711.30 0.00
Field2 2A S9 Noboco 0.96 0.96 Corn,Grain 115 bu. 2/15-6/30 131 0 20 Irrig. 111 92.37 0.00 88.68 0.00
Fieldl 2B S9 Noboco 4.45 4.45 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 41.61 0.00 185.16 0.00
Field2 2B S9 Noboco 4.45 4.45 Hybrid Bermudagrass Hay 6.5 Tons 3/1-9/30 *325 0 0 Irrig. 325 270.46 0.00 1,203.52 0.00
Fieldl 2C S9 Noboco 1.51 1.51 Corn,Grain 115 bu. 2/15-6/30 131 0 20 Irrig. 111 92.37 0.00 139.48 0.00
Fieldl 2C S9 Noboco 1.51 1.51 Rye,Grain 60 bu. 9/1-3/31 125 0 0 Irrig. 69 57.21 0.00 86.39 0.00
Field2 2D S9 Noboco 3.27 3.27 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 1 brig. 50 41.61 0.00 136.06 0.00
Field2 2D S9 Noboco 3.27 3.27 Hybrid Bermudagrass Hay 6.5 Tons 3/1-9/30 *325 0 0 Irrig. 325 270.46 0.00 884.39 0.00
Field2 2E S9 Noboco 2.64 2.64 Com,Grain 115 bu. 2/15-6/30 131 0 20 Irrig. 111 92.371 0.00 243.86 0.00
Field2 2E S9 Noboco 2.641 2.64 Rye,Grain 60 bu. 9/1-3/31 125 0 0 Irrig. 69 57.21 0.00 151.04 0.00
Field3 3A S9 Torhunta 4.17 4.17 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 41.61 0.00 173.51 0.00
Field3 3A S9 Forhunta 4.17 4.17 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9/30 *275 0 0 brig. 275 228.85 0.00 954.291 0.00
Field3 3B S9 korhunta 4.53 4.53 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 1 brig. 501 41.61 0.00 188.49 0.00
539436 Database Version 4.1 Date Printed: 1/28/2015 WUT Page 1 of 6

Waste Utilization Table Year 1
Nitrogen Comm Res. Manua: 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
Field3 3B S9 Torhunta 4.53 4.53 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9/30 *275 0 0 Irrig. 275 228.85 0.00 1,036.67 0.00
Field3 3C S9 Torhunta 3.87 3.87 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 41.61 0.00 161.03 0.00
Field3 3C S9 Torhunta 3.87 3.87 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9/30 *275 0 0 Irrig. 275 228.85 0.00 885.64 0.00
Field4 CP2 S9 Torhunta 15.89 15.89 Corn,Grain 125 bu. 2/15-6/30 139 0 20 Irrig. 119 99.03 0.00 1,573.56 0.00
Field4 CP2 S9 Torhunta 15.89 15.89 Rye,Grain 55 bu. 9/1-3/31 111 0 0 brig. 61 50.80 0.00 807.27 0.00
Field5 5A S9 Torhunta 3.84 3.84 Corn,Grain 125 bu. 2/15-6130 139 0 20 brig. 119 99.03 0.00 380.27 0.00
Field5 5A S9 Torhunta 3.94 3.84 Rye,Grain 55 bu. 9/1-3/31 111 0 0 brig. 61 50.80 0.00 195.09 0.00
Field6 6A S9 Torhunta 4.53 4.53 Corn,Grain 125 bu. 2/15-6/30 139 0 20 brig. 119 99.03 0.00 448.60 0.00
Field6 6A S9 Torhunta 4.53 4.53 Rye,Grain 55 bu. 9/1-3/31 111 0 0 brig. 61 50.80 0.00 230.14 0.00
Field6 6B S9 Torhunta 4.80 4.80 Corn,Grain 125 bu. 2/15-6/30 139 0 20 Irrig. 119 99.03 0.00 475.34 0.00
Field6 6B S9 Torhunta 4.80 4.80 Rye,Grain 55 bu. 9/1-3/31 111 0 0 Irrig. 61 50.801 0.00 243.86 0.00
Field6 6C S9 Torhunta 4.20 4.20 Com,Grain 125 bu. 2/15-6/30 139 0 20 Irrig. 119 99.03 0.00 415.921 0.00
Field6 6C S9 Torhunta 4.20 4.20 Rye,Grain 55 bu. 9/1-3/31 111 0 0 Irrig. 61 50.80 0.00 213.38 0.00
Field? 7E S9 Torhunta 6.72 6.72 Corn,Grain 125 bu. 2/15-6/30 139 0 20 brig. 119 99.031 0.00 665.47 0.00
Field? 7E S9 Torhunta 6.72 6.72 Rye,Grain 55 bu. 9/1-3/31 111 0 0 brig. 61 50.80 0.00 341.40 0.00
Field? CPI S9 Pactolus 24.04 24.04 Corn,Grain 65 bu. 2/15-6/30 77 0 20 Irrig. 57 47.43 0.00 1,140.30 0.00
Field? CPI S9 Pactolus 24.04 24.04 Rye,Grain 35 bu. 9/1-3/31 78 0 0 brig. 43 35.70 0.00 858.23 0.00
Field8 8A S9 Pactolus 5.39 5.39 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 41.61 0.00 224.27 0.00
Field8 8A S9 Pactolus 5.39 5.39 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9/30 *250 0 0 Irrig. 250 208.041 0.00 1,121.35 0.00
Field8 8B S9 Pactolus 5.22 5.22 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 41.61 0.00 217.20 0.00
Field8 8B S9 Pactolus 5.22 5.22 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9/30 *250 0 0 Irrig. 250 208.04 0.00 1,085.98 0.00
Field8 8C S9 Pactolus 2.66 2.66 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 41.61 0.00 110.68 0.00
539436 Database Version 4.1 Date Printed: 1/28/2015 WUT Page 2 of 6

Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fen. (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. Appbc. AppBc. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Medud N gal/A Tons 1000 gals tons
Field8 8C S9 Pactolus 2.66 2.66 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9/30 1 *250 0 1 0 brig. 250 208.04 0.001 553.39 0.00
Field8 8D S9 Pactolus 3.50 3.50 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 41.61 0.00 145.63 0.00
Field8 8D S9 Pactolus 3.50 3.50 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9/30 *250 0 0 brig. 250 208.04 0.00 728.151 0.00
Field9 9A S9 Pactolus 1.57 1.57 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 41.61 0.00 65.33 0.00
Field9 9A S9 Pactolus L57 1.57 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9/30 *250 0 0 Irrig. 250 208.04 0.00 326.63 0.00
Field9 9B S9 Pactolus 1.641 1.64 Small Grain Overseed 1.0 Tons 10/1-3131 50 0 0 brig. 501 41.61 0.00 68.24 0.00
Field9 9B S9 Pactolus 1.64 1.64 Hybrid Bermudagmss Hay 5.0 Tons 311-9/30 *250 0 0 Irrig. 250 208.04 0.00 341.19 0.00
Field9 9C S9 Pactolus 2.55 2.55 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 41.61 0.001 106.10 0.00
Field9 9C S9 Pactolus 2.55 2.55 Hybrid Bermudagmss Hay 5.0 Tons 3/1-9/30 *250 0 0 Irrig, 250 208.04 0.00 530.51 0.00
Field9 9D S9 Pactolus 4.56 4.56 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 41.61 0.00 189.731 0.00
Field9 9D S9 Pactolus 4-561 4.56 Hybrid Bemtudagmss Hay 15.0 Tons 1 3/1-9/30 *250 0 0 brig. 250 208.04 0.00 948.67 0.00
Total Applied,1000 gallons 23,395.19
Total Produced,1000 gallons 23,061.60
MW
Balance,1000 gallons -333.59 MM
Total Applied,tons MMI 0.00
Total Produced,tonsME 0.00
Balance,tonsffiff 0.00
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol *means user entered data.
539436 Database Version 4.1 Date Printed: 1/28/2015 WUT Page 3 of 6
k,

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 pp8ed Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/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
Fieldl I S9 Noboco 4.18 4.18 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 501 41.61 0.00 173.92 0.00
Fieldl IA S9 Noboco 4.18 4.18 Hybrid Bermudagrass Hay 6.5 Tons 3/1-9/30 *325 0 0 Irrig. 325 270.46 0.00 1,130.50 0.00
Fieldl 1B S9 Noboco 2.63 2.63 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 41.61 0.00 109.43 0.00
Fieldl I S9 Noboco 2.63 2.63 Hybrid Bermudagrass Hay 6.5 Tons 3/1-9/30 *325 0 0 Irrig. 325 270.46 0.00 711.30 0.00
Field2 2A S9 Noboco 0.96 0.96 Rye,Grain 60 bu. 9/1-3/31 125 0 0 Irrig. 56 46.81 0.00 44.94 0.00
Fieldl 2A S9 Noboco 0.96 0.96 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 0 0 Irrig. 149 123.99 0.00 119.03 0.00
Field2 2B S9 oboco 4.45 4.45 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 41.61 0.00 185.16 0.00
Fieldl 2B S9 Noboco 4.45 4.45 Hybrid Bermudagrass Hay 6.5 Tons 3/1-9/30 1 *325 0 0 Irrig. 325 270.46 0.00 1,203.52 0.00
Field2 2C S9 Noboco 1.51 1.51 Rye,Grain 60 bu. 9/1-3/31 125 0 0 Irrig. 56 46.81 0.00 70.68 0.00
Field2 2C S9 Noboco 1.51 1.51 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 0 0 Irrig. 149 123.991 0.00 187.23 0.00
Field2 2D S9 Noboco 3.27 3.27 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 41.61 0.00 136.06 0.00
Field2 2D S9 NO= 3.27 3.27 Hybrid Bermudagrass Hay 6.5 Tons 3/1-9/30 *325 0 0 1 Irrig. 325 270.46 0.00 884.39 0.00
Field2 2E S9 Noboco 2.64 2.64 Rye,Grain 60 bu. 9/1-3/31 125 0 0 Irrig. 5 46.81 0.00 123.58 0.00
Field2 2E S9 Noboco 2.64 2.64 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 0 0 Irrig. 149 123.99 0.00 327.34 0.00
Field3 3A S9 Torhunta 4.17 4.17 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 41.61 0.00 173.51 0.00
Field3 3A S9 Torhunta 4.17 4.17 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9/30 *275 0 0 Irrig. 275 228.85 0.00 954.29 0.00
Field3 3B S9 Torhunta 4.53 4.53 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 41.61 0.00 188.49 0.00
Field3 3B S9 Torhunta 4.53 4.53 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9/30 *275 0 0 brig. 275 228.85 0.00 1,036.67 0.00
Field3 3C S9 Torhunta 3.87 3.87 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 41.61 0.00 161.03 0.00
Field3 3C S9 Torhunta 3.871 3.87 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9/30 *275 0 0 Irrig. 2751 228.85 0.00 885.64 0.00
FIFie1d4
d4 CP2 S9 Torhunta 15.89 15.89 Rye,Grain 55 bu. 9/1-3/31 111 0 0 brig. 50 41.57 0.00 660.50 0.00
CP2 S9 orhunta 15.89 15.89 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 136 0 0 Irrig.
1 136 113.18 0.00 1,798.35 0.00
539436 Database Version 4.1 Date Printed: 1/28/2015 WUT Page 4 of 6

Waste Utilization Table Year 2
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manua:
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (Ibs/A) I (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
FieldS 5A S9 Torhunta 3.84 3.84 Rye,Grain 55 bu. 9/1-3/31 111 0 0 brig. 5041.57 0.00 159.621 0.00
Fields 5A S9 Torhunta 3.84 3.84 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 136 0 0 brig. 136 113.18 0.00 434.59 0.00
Field6 6A S9 Torhunta 4.53 4.53 Rye,Grain 55 bu. 9/1-3/31 111 0 0 Irrig. 50 41.57 0.00 188.30 0.00
Field6 6A S9 Torhunta 4.53 4.53 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 136 0 0 Irrig. 136 113.18 0.00 512.68 0.00
Field6 6B S9 Torhunta 4.80 4.80 Rye,Grain 55 bu. 9/1-3/31 111 0 0 brig. 50 41.57 0.00 199.52 0.00
Field6 6B S9 Torhunta 4.80 4.80 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 136 0 0 brig. 136 113.18 0.00 543.24 0.00
Field6 6C S9 Torhunta 4.20 4.20 Rye,Grain 55 bu. 9/1-3/31 111 0 0 brig. 50 41.57 0.00 174.58 0.00
Field6 6C S9 Torhunta 4.20 4.20 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 136 0 0 Irrig. 136 113.18 0.00 475.34 0.00
Field? 7E S9 Forhunta 6.72 6.72 Rye,Grain 55 bu. 9/1-3/31 111 0 0 Irrig. 50 41.57 0.00 279.33 0.00
Field? 7E S9 Torhunta 6.72 6.72 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 136 0 0 brig. 136 113.18 0.00 760.54 0.00
Field? CPI S9 Pactolus 24.04 24.04 Rye,Grain 35 bu. 9/1-3/31 78 0 0 brig. 35 29.21 0.00 702.19 0.00
Field? CPI S9 Pactolus 24.04 24.04 Soybeans,Manured,Double Crop 21 bu. 4/1-9/15 83 0 0 brig. 83 69.07 0.00 1,660.44 0.00
Field8 8A S9 Pactolus 5.39 5.39 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 41.61 0.00 224.27 0.00
Field8 8A S9 Pactolus 5.39 5.39 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9/30 *250 0 0 Irrig. 250 208.04 0.00 1,121.35 0.00
Field8 8B S9 Pactolus 5.22 5.22 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Inig. 50 41.61 0.00 217.20 0.00
Field8 8B S9 Pactolus 5.22 5.22 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9/30 *250 0 0 brig. 250 208.04 0.00 1,085.98 0.00
Field8 8C S9 Pactolus 2.66 2.66 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 41.61 0.00 110.68 0.00
Field8 8C S9 Pactolus 2.66 2.66 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9/30 *250 1 0 0 brig. 250 208.04 0.00 553.39 0.00
Field8 8D S9 Pactolus 3.50 3.50 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 1 brig. 50 41.61 0.00 145.63 0.00
Field8 8D S9 Pactolus 3.50 3.50 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9/30 *250 0 0 Irrig. 250 208.04 0.00 728.15 0.00
Field9 9A 1 S9 Pactolus 1.57 1.57 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 1 0 Irrig. 50 41.61 0.00 65.33 0.00
Field9 9A S9 Pactolus 1.57 1.57 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9/30 *250 0 1 0 1 Irrig. 250 208.04 0.00 326.63 0.00
539436 Database Version 4.1 Date Printed: 1/28/2015 WUT Page 5 of 6

Waste Utilization Table Year 2
Nitrogen Canm Res. Manure Liquid Solid Liquid Solid
PA Fen. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pp8ed Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (lbs/A) (lbs/A)
Source Total Use. Appllc. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
Field9 9B S9 Pactolus 1.64 1.64 Small Grain Overseed 1.0 Tons 10/1-3/31 1 50 0 1 0 1 Irrig. 50 41.61 0.00 68.24 0.00
Fie1d9 9B S9 Pactolus 1.64 1.64 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9/30 •250 0 0 brig. 250 208.04 0.00 341.19 0.00
Field9 9C S9 Pactolus 2.55 2.35 Small Grain Overseer] 1.0 Tons 10/1-3/31 50 0 0 brig. 50 41.61 0.00 106.10 0.00
Field9 9C S9 Pactolus 2.55 2.55 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9/30 •250 0 0 brig. 250 208.04 0.00 530.51 0.00
Field9 9D S9 Pactolus 4.56 4.56 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 41,61 0.00 189.73 0.00
Field9 9D S9 Pactolus 4.561 4.56 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9130 •250 0 0 Irrig. 2501 208.04 0.00 948.67 0.00
Total Applied, 1000 gallons 24,118.94
Total Produced,1000 gallons 23,06 L60
Balance,1000 gallons -1.057.34
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol 'means user entered data.
539436 Database Version 4.1 Date Printed: 1/28/2015 WUT Page 6 of 6
\- k' 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)
Field I IA Noboco 0.50 1.0
Field I I B Noboco 0.50 1.0
Field2 2A Noboco, 0.50 1.0
Field2 2B Noboco 0.50 1.0
Field2 2C Noboco 0.50 1.0
Field2 2D Noboco, 0.50 1.0
Field2 2E Noboco 0.50 1.0
Field3 3A Torhunta 0.45 1.0
Field3 3B Torhunta 0.45 1.0
Field3 3C Torhunta 0.45 1.0
Field4 CP2 Torhunta 0.45 1.0
Fields 5A Torhunta 0.45 1.0
Field6 6A Torhunta 0.45 1.0
Field6 6B Torhunta 0.45 1.0
Field6 6C Torhunta 0.45 1.0
Field? 7E Torhunta 0.45 1.0
Field? CP 1 Pactolus 0.75 1.0
Field8 8A Pactolus 0.75 1.0
Field8 8B Pactolus 0.75 1.0
Field8 8C Pactolus 0.75 1.0
Field8 8D Pactolus 0.75 1.0
Field9 9A Pactolus 0.75 1.0
Field9 9B Pactolus 0.75 1.0
Field9 9C Pactolus 0.75 1.0
Field9 I 9D Pactolus 0.75 1.0
539436 Database Version 4.1 Date Printed 1/28/2015 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
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lblac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Farrowing-Weanling Lagoon Sludge-Standard
Corn 120 bu 150 14.69 191.17 382.34 573.51
Hay 6 ton R.Y.E. 300 29.38 95.58 191.17 286.75
Soybean 40 bu 160 15.67 179.22 358.44 537.66
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539436 Database Version 4.1 Date Printed: 01-28-2015 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.
Availablee Storaize Capacity
Source Name Swine Farrowing-Weanling Lagoon Liquid Design Storage Capacity a s
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 53
1 2 50
1 3 70
1 4 87
1 5 103
1 6 120
1 7 119
1 8 118
1 9 117
1 10 108
1 11 99
1 12 84
2 1 74
2 2 71
2 3 82
2 4 92
2 5 112
2 6 133
2 7 153
2 8 173
2 9 173
2 10 146
2 11 123
2 12 99
*Available Storage Capacity is calculated as of the end of each month.
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539436 Database Version 4.1 Date Printed: 01-28-2015 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).
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539436 Database Version 4.1 Date Printed: 1/28/2015 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
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539436 Database Version 4.1 Date Printed: 1/28/2015 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
P Y P
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre-plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
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539436 Database Version 4.1 Date Printed: 1/28/2015 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.
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539436 Database Version 4.1 Date Printed: 1/28/2015 Specification Page 4

Crop Notes
The following crop note applies to field(s): 5A, 6A, 6B,6C, 7E,CP2
Corn CP,Organic Soils
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 20-301bs/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): CP1
Corn:CP,Mineral Soil,medium leaching.
In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book"and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep.Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10%when
planting no-till.Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting.When planting early in cool,wet soil,banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-301bs/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.
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539436 Database Version 4.1 Date Printed: 01-28-2015 Crop Note Page 1 of 7

Corn:CP,Mineral Soil,medium leaching The following crop note applies to field(s): 2A,2C,2E
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 20-301bs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter.The rest of the N should be applied about 3040
days after emergence.The total amount of N is dependent on soil type. When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting.Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn.Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 3A,3B,3C
Bermudagrass: Coastal Plain,Organic Soil
Adaptation:Not adapted.
The following crop note applies to field(s): 8A, 8B, 8C, 8D,9A,9B,9C,9D
Bermudagrass Coastal Plain,Mineral Soil,Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows,spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly,so use at least 40 bu/ac in 1.5'to 2' rows spaced 1'to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July.For established stands apply 180 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
-----------------------------------------------------------------------------------------------------------------------------------------------------------------
539436 Database Version 4.1 Date Printed: 01-28-2015 Crop Note Page 2 of 7

The following crop note applies to field(s): 1 A, 1 B,2B,2D
Bermudagrass Coastal Plain,Mineral Soil,Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row.Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly,so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 1001b/ac N in
the establishment year in split applications in April and July.For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 3A,3B,3C
Small Grain: Coastal Plain, Organic Soils
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 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
-----------------------------------------------------------------------------------------------------------------------------------------------------------------
539436 Database Version 4.1 Date Printed: 01-28-2015 Crop Note Page 3 of 7

The following crop note applies to field(s): 8A, 8B, 8C, 81),9A,9B,9C,9D
Small Grain. CP,Mineral Soil,medium 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 30 lbs/acre N at planting.Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
The following crop note applies to field(s): 1 A, 1 B,2B,2D
Small Grain: CP,Mineral Soil,medium 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 30 lbs/acre N at planting.Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
The following crop note applies to field(s): 5A,6A, 6B,6C, 7E,CP2
Double-Crop Soybeans, Coastal Plain: Organic Soils
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations.Review the NCSU Official Variety"green book"and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8"drills;4-6 seed/row foot for 15"rows; 6-8 seed/row foot for 30"rows
and 8-10 seed/row foot for 36"rows.Increase the seeding rate by at least 10%for no-till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall.For soils such as-------phosphorus
should be applied at planting as phosphorus will leach from these soils. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However,applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor.Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
-------------------------------------------------------------------------------------- --------------------------------------------------------------------------
539436 Database Version 4.1 Date Printed: 01-28-2015 Crop Note Page 4 of 7

The following crop note applies to field(s): CP1
Double-Crop Soybeans,Coastal Plain: Mineral soil,medium leachable
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations.Review the NCSU Official Variety"green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills;4-6 seed/row foot for 15"rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10%for no-till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However,applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor.Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans.Timely management of
weeds and insects is essential for profitable double crop soybean production.
The following crop note applies to field(s): 2A,2C,2E
Double-Crop Soybeans, Coastal Plain: Mineral soil,medium leachable
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety"green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8"drills;4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30"rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10%for no-till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen.However,applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor.Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans.Timely management of
weeds and insects is essential for profitable double crop soybean production.
-------------------------------------------------------------------------------------- --------------------------------------------------------------------------
539436 Database Version 4.1 Date Printed: 01-28-2015 Crop Note Page 5 of 7

The following crop note applies to field(s): 5A,6A,6B,6C, 7E,CP2
Rye,Grain: Coastal Plain,Organic Soils
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.
The following crop note applies to field(s): CP1
Rye,Grain: CP,Mineral Soil,medium 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 30 lbs/acre N at planting.Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.The total N is
dependent on the soil type. Plant samples can be analyzed during the growing season to monitor the
nutrient status of the oats,barley and rye.Timely management of diseases, insects and weeds are
essential for profitable oat,barley and rye production.
539436 Database Version 4.1 Date Printed: 01-28-2015 Cro Note Pa e 6 of 7

Rye,Grain: CP,Mineral Soil,medium leachable The following crop note applies to field(s): 2A,2C,2E
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 30 lbs/acre N at planting.Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.The total N is
dependent on the soil type. Plant samples can be analyzed during the growing season to monitor the
nutrient status of the oats,barley and rye.Timely management of diseases, insects and weeds are
essential for profitable oat,barley and rye production.
----------------------------------------------------------------------------------------------------
539436 Database Version 4.1 Date Printed. 01-28-2015 Crop Note Page 7 of 7

WBW - IRRIGATED ACREAGE DETERMINATION
FOR WASTEWATER APPLICATION
(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15)
Lane Middle
Lane Start Stop Total Total
Wetted Spacing Pull Wetted Width Portion
Field Lane Spacing o End vo>vw>m.,,v End Pull Acres Field Exterior Interior Half pull
Din. (/o) length ,vw,m�t+, Acres sa+va-u,no»oval
(feet) (4)/(3) Acres (7)x(8)/43,560 Acres vuo�cb»v»oat Acres
I A 240 180 75% 0.48 684 210 3.30 0.40 4.18 1 o 0
B 240 180 75% 0.48 363 210 1.75 0.40 2.63 6.81 1 0 0
2 A 270 270 100% 0.53 152 270 0.94 0A4 0.96 1 0 1
B 270 270 100% 0.53 561 270 3.48 0.44 4.45 1 0 0
C 270 270 1000/. 0.53 331 270 2.05 0.44 1.51 1 0 1
D 270 270 100% 0.53 371 270 2.30 0.44 3.27 1 0 0
E 270 270 100% 0.53 270 270 1.67 0.44 2.64 12.83 1 0 0
3 A 240 220 92% 0.38 876 230 3.47 0.32 4.17 1 0 0
B 240 220 92% 0.50 717 220 3.62 0.41 4.53 0 1 0
C 240 220 92% 0.51 557 230 2.94 0.42 3.87 12.57 1 0 0
4 CP2 15.89 15.89 1 0 0
A 270 270 100% 0.53 463 270 2.87 0.44 3.84 3.84 1 0 0
6 A 270 162 60% 0.56 710 216 3.52 0.45 4.53 1 0 0
13 270 162 60% 0.56 765 216 3.79 0.45 4.80 1 0 0
C 270 270 - 100% 0.53 521 270 3.23 - 0.44 4.20 13.53 1 0 0
7 CPI 24.04
E 270 270 100% 0.53 928 270 5.75 0.44 6.72 30.76 1 0 -0
8 A 240 180 75% 0.49 936 210 451 0.40 5.39 1 1 0
B 240 180 75% 0.44 1069 180 4.42 0.36 5.22 0 1 0
C 240 I80 75% 0.44 449 180 1.86 0.36 2.66 0 1 0
D 240 180 75% 0.48 544 210 2.62 0.40 3.50 16.77 1 0 0
9 A 240 180 75% 0.48 143 210 0.69 0.40 1.57 1 0 0
B 240 180 75% 0.44 203 180 0.84 0.36 1.64 0 l 0
C 240 l80 75% 0.44 424 180 1.75 0.36 2.55 0 1 0
D 240 180 75% 0.48 764 210 3.68 0.40 4.56 10.32 I 0. 0
TOTALS = 123.32 19 6 2
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Enter your contact information. CP�2
41' Reinke
6 MORE RIGHT THAN RAIN
Grower: Tom Whitfield Date: 06/12/2014
Farm: System Design 1 : 6/12/2014 Field Name: Field Layout 2 : 6/12/2014 Field Area: 21.96 acres
System Model: E2065 System Length: 422.00 ft Total Irr. Area: 15.89 acres
Number of Spans: 2
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System Length 422.00 Total Spans: 2 1stl2nd Endgun Throw: 100
Pivot Center Lat/Long: 35 0' 38.71"N /77 51' S2.84"W Degree of Sweep: 360.00
Total Irrigated Acres: 15.89 Pivot Acres: 12.84 1st/2nd Endgun Areas: 3.05
SAC/SSAC Acres: Wrap Span Acres: Drop Span Acres:
Primary Coverage _
1 a2_
Span Information
Span No. 1 2
Model E2060 E2060' End Boom
Length — 194' _—194' 32'
Dist-Twr. 196.00 fi-I 390.00 fl'
Pipe Size: 6 6 N/A
Outlet Sp: 57" 57" 57"
Primary(1st)Endgun Areas by Location
SR100 Degree from North Degree from Pivot Start Latitude/Longitude in Degrees Area
(feet) Acres
F Area 1 5.6 49A 5.6 49.4 35 0'43.85"N 35 0'42.17"N 0.83 acres
77 51'52.41"W 77 51'48.19"W
Area 2 109.4 181.9 109.4 181.9 35 0'37.13"N 35 0'33.55"N 1.37 acres
77 51'46.86"W 77 51'52.87"W
Area 3 252.0 296.9 252.0 296.9 35 0'36.97"N 35 0'40.91"N 0.85 acres
77 51'58.75"W 77 51'58.51"W

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MINMAN IRRIGATION, INC.
ELECTR ® GATO RII'"
Irrigation System Proposal 7/27/2004
Customer Information Dealer Information
Tom Whitfield RAINMAN IRRIGATION,INC.
is P.O.BOX 1137 429 E. HWY 55
MOUNT OLIVE,NC 28365
i Phone: [phone]
FAX: [phone]
Mobile: [phone]
E-Mail:
System Information E2�o �is7„
System Type: Center Pivot Model:
System GPM: 550 GPM System Length: 522 feet
Elevation 5 feet
Top of Inlet Pressure: 60.91 PSI System Acres: 19.90 Acres
End Pure 55.00 PSI End Gun Acres: 24 py Acres
Hours to Apply an Inch• 23.40 Hours Total Acres:
Span Information Wheel Trnek
NumbeY Diarneter 177
I 6
2 6^ 175' 352'
Now 3 6" 137' 499'
EB 6" 32' 522'
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Irrigation System Proposal Page 1 of 6
7/27/200
Customer Name: Tom Whitfield I

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DEVICES TO AUTOMATICALLY STOP IRRIGATION EVENTS
The State of North Carolina has issued NPDES General Permits for animal facilities to operate in North
Carolina. These Permits meet both State and EPA requirements and provide coverage for the following types
of facilities.
NCA200000 (Swine Facilities)
NCA300000 (Cattle Facilities)
NCA400000 (Poultry Facilities with a wet waste management system)
You have recently been issued a Certificate of Coverage (COC) to operate your animal facility under one of
these General Permits.
Condition H. 16. of each of these Permits reads as follows:
Within one hundred and twenty (120) days of the effective date of a COC issued under this permit,the
permittee shall install, operate and maintain devices on all irrigation pumps/equipment designed to
automatically stop irrigation activities during precipitation. This condition does not apply to manure
spreaders or other equipment pulled by manned vehicles.
The permittee will not be required to install, operate and maintain the devices if the pemuttee commits
to provide for the presence of the OIC or the designated backup OIC at all times during the land
application of waste. This commitment must be submitted in writing to the Division prior to the 120"
day following the effective date of the COC on a form supplied by, or approved by,the Division.
Please check the box below that indicates your commitment to do one of the following.
Within one hundred and twenty (120) days of the effective date of a COC issued under this permit, I
shall install, operate and maintain devices on all irrigation pumps/equipment designed to automatically
stop irrigation activities during precipitation. This condition does not apply to manure spreaders or other
equipment pulled by manned vehicles.
❑ I will commit to provide for the presence of the Operator in Charge (OIC) or the designated backup OIC
at all times during the land application of waste.
"I certify under penalty of law that this document was prepared under my direction or supervision in
accordance with a system designed to assure that qualified personnel properly gather and evaluate the
information submitted. Based on my inquiry of the person or persons who manage the system, or those
persons directly responsible for gathering the information,the information submitted is,to the best of my
knowledge and belief,true, accurate,and complete.I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations."
Facility Name Facility Number 31 - 3 7�
Permit Number N 4: /1 1 J !.3 7
Permittee Name and Title(type or print)
Signature of Permittee Date
Signature of Operator in Charge Date
(if different from Permittee)
DTASIE 3-14-03 1

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
HARD HOSE TRAVELING GUN SYSTEM
FIELD DATA WORKSHEET *
1. Make and model number ABI 90AT1250
2. Hose length 1250' [feet]and hose inside diameter(ID) 3.00" [inch]
3. Gun make and model number NELSON SR150R BIG GUN
4. Gun nozzle size 0.86" [inch], YES ring orifice, NO taper bore orifice
5. Gun arc angle 330 [deli]
6. Travel lane spacing 162'-270' [feet]. Indicate whether NO uniform or YES random.
Number of exterior hydrants 23 . Number of interior hydrants 10
7. Gun wetted diameter 270 [feet]. NO measured or YES based on gun chart.
8. Gun pressure 70 [psi] NO observed at working gauge,
YES determined from gun chart NO calculated(show calculations)
9. **Operating pressure at hose reel [psi] observed at working gauge or
provided by owner.
10. **Supply line size [inch](from pump to last hydrant)
11. **Supply line length [feet](maximum pumping distance)
12. **Supply line type PVC aluminum
13. **Pump make and model number
14. **Pump capacity [gpm]
15. **Engine make and model number
or
16. **Electric motor horsepower and rpm [hp] [rpm]
Note: It is strongly recommended that you field determine wetted diameter and operating pressure
at the reel and gun.
* Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart for each
travel lane and show the distance traveled Show the location of the supply line. Irrigated acres are
determined by the travel lane.
** Optional data,furnish where possible.
*** Only the person or people collecting the data should sign the Field Data Worksheet.
***Information furnished by
06
and/or
Signature4of er r ' 'ty representative Signature o 'cal 'alist
TOM WHITFIELD and/or RONNIE G.KENNEDY,JR.
Printed name of owner or facility representative Printed name of technical specialist
Date .3 a.6 0 v Date 3 Zvc9 v

Irrigated Acrmge Determination Procedures
for Wastewater Application Equipmad
HARD HOSE TRAVELING GUN SYSTEM
FIELD DATA WORKSHEET *
1. Make and model number HOBBS/MODEL#UNKNOWN
2. Hose length 850' [feet]and hose inside diameter(ID) 3.00" [inch]
3. Gun make and model number NELSON SR15OR BIG GUN
4. Gun nozzle size 0.86" [inch], YES ring orifice, NO taper bore orifice
5. Gun arc angle 330 [dew]
6. Travel lane spacing 162'-270' [feet]. Indicate whether NO uniform or YES random.
Number of exterior hydrants 23 . Number of interior hydrants 10
7. Gun wetted diameter 270 [feet]. NO measured or YES based on gun chart.
8. Gun pressure 50 [psi] NO observed at working gauge,
YES determined from gun chart NO calculated(show calculations)
9. **Operating pressure at hose reel [psi] observed at working gauge or
provided by owner.
10. **Supply line size [inch] (from pump to last hydrant)
11. **Supply line length [feet](maximum pumping distance)
12. **Supply line type PVC aluminum
13. **Pump make and model number
14. **Pump capacity [gpm]
15. **Engine make and model number
or
16. **Electric motor horsepower and rpm [hp] [rpm]
Note: It is strongly recommended that you field determine wetted diameter and operating pressure
at the reel and gun.
* Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart for each
travel lane and show the distance traveled Show the location of the supply line. Irrigated acres are
determined by the travel lane.
** Optional data,furnish where possible.
*** Only the person or people collecting the data should sign the Field Data Worksheet.
***Information furnished by
and/or
Signature of ojW facility representative Signature offtechdical specialist
TOM WHITTIELD and/or RONNIE G.KENNEDY,JR.
Printed name of owner or facility representative Printed name of technical specialist
Date : �o Date Zf3 000

irrigated Acreage Determination Procedures
for Wastewater Application Equipment
T' HARD HOSE TRAVELING GUN SYSTEM
COMPUTATIONAL WORKSHEET
1. Farm number(identification) 31-376,31-841 Field number(identification) (see spreadsheet)
2. Irrigation system designation YES Existing irrigation system
NO New/expanded irrigation system
3. Number of travel lanes #of Interior lanes #of Exterior lanes [feet] of pull (1)
#of Interior lanes #of Exterior lanes [feet] of pull(2)
#of Interior lanes #of Exterior lanes [feet] L of pull(3)
4. Wetted diameter [feet] from Field Data Worksheet
5. Spacing Hydrant spacing[feet] [as tage of dia.]
6. Hydrant layout Multiple Single
Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diamet om t r t 1 d column
based on pattern,spacing,and travel lane location.
Travel lane length(1) Interior or Exterior
(a)Acres start end of pull from e
(b)Acres middle portion of
(Pull length ]}/ 43,560
(a)Ac top end umn
Total acres 1
Travel lane length(2) Inter or drant)
(a)A Ta le Column
)A
etted width [feet])/ 43,560
)A f fr Table Column
res a length(2)(Sum: a+b+c)
Travel lane le Inter Exterior(lane/hydrant)
A end of pull from Table Column
Acres dle portion of pull(3)
{Pull gth X Wetted width [feet]}/ 43,560
(a)Acres end of pull from Table Column
otaI acres for travel lane length(3)(Sum:a+b+c)
8 Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the
field. Add all of these,and this is the total irrigated acreage for the field.
(a)Acres per travel lane length(1) X #Lanes= Acres
(b)Acres per travel lane length(2) X #Lanes= Acres
(c)Acres per travel lane length(3) X #Lanes= Acres
Total CAWMP wettable acres for field(Sum:8a+8b+8c) Acres
Wettable Acre Computational Worksheet Completed by: Date: Ll; aid

WBW - IRRIGATED ACR
FOR WASTEWAT'
Field Lane Wetted Lane Lane Spacing Start End Pull length Wetted width
Diameter Spacing(feet) as a (%) Acres IF(13)>0=(3)r2+(4)r.
(4)�(3) IF(13)<�(4)
1 A 240 180 75% 0.48 684 210
B 240 180 75% 0.48 363 210
2 A 270 270 100% 0.53 152 270
B 270 270 100% 0.53 561 270
C 270 270 100% 0.53 331 270
D 270 270 100% 0.53 371 270
E 240 240 100% 0.42 250 240
3 A 240 220 92% 0.51 876 230
B 240 220 92% 0.50 717 220
C 240 220 92% 0.51 557 230
4 A 240 180 75% 0.48 1060 210
B 240 180 75% 0.44 823 180
C 240 180 75% 0.44 463 180
D 240 180 75% 0.48 172 210
5 A 270 270 100% 0.53 463 270
6 A 270 162 60% 0.56 710 216
B 270 162 60% 0.56 765 216
C 270 270 100% 0.53 521 270
7 A 270 190 70%% 0.60 677 230
B 270 190 70% 0.53 593 190
C 270 190 70% 0.53 574 190
D 270 190 70% 0.60 424 230
E 240 240 100% 0.51 862 240
8 A 240 180 75% 0.48 936 210
B 240 180 75% 0.44 1069 180
C 240 180 75% 0.44 449 180
D 240 180 75% 0.48 544 210
9 A 240 180 75% 0.48 143 210
B 240 180 75% 0.44 203 180
C 240 180 75% 0.44 424 180
- D 240 180 75% 0.48 764 210

;AGE DETERMINATION
R APPLICATION
(9) (10) (11) (12) (13) (t4) (75)
Middle Portion Stop End Total Pull Acres Total Field Exterior Interior Half pull
Acres Acres IF(14)>0=((6)+(9)+(10)i2) Acres
(7)X(6)/43,580 IF(14)<0=(6)+(9)+(10)
3.30 0.40 4.18 1 0 0
1.75 0.40 2.63 6.81 1 0 0
0.94 0.44 0.96 1 0 1
3.48 0.44 4.45 1 0 0
2.05 0.44 1.51 1 0 1
2.30 0.44 3.27 1 0 0
1.38 0.35 2.15 12.33 1 0 0
4.63 0.42 5.56 I 0 0
3.62 0.41 4.53 0 1 0
2.94 0.42 3.87 13.96 1 0 0
5.11 0.40 5.99 1 0 0
3.41 0.36 4.21 0 1 0
1.91 0.36 2.71 0 1 0
0.83 0.40 1.71 14.62 1 0 0
2.87 0.44 3.84 3.84 I 0 0
3.52 0.45 4.53 1 0 0
3.79 0.45 4.80 1 0 0
3.23 0.44 4.20 13.53 1 0 0
3.57 0.49 4.66 1 0 0
2.59 0.42 3.54 0 1 0
2.50 0.42 3.45 0 1 0
2.24 0.49 3.33 1 0 0
4.75 0.42 5.68 20.66 1 0 0
4.51 0.40 5.39 1 1 0
4.42 0.36 5.22 0 1 0
1.86 0.36 2.66 0 1 0
2.62 0.40 3.50 16.77 1 0 0
0.69 0.40 1.57 1 0 0
0.84 0.36 1.64 0 1 0
1.75 0.36 2.55 0 1 0
3.68 0.40 4.56 10.32 1 0 0
TOTALS = 112.85 23 10 2

Operator: WBW Lagoon 1 County: DUPLIN Date: 08/30/03
FFF Distance to nearest residence (other than owner) : 5000.0 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
2400 sows (farrow to wean) x 433 lbs. = 1039200 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other 0
Total Average Live Weight = 1039200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1039200 lbs, ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 1039200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 350.0
Inside top width (feet)---------------------- 550.0
Top of dike elevation (feet)----------------- 64.0
Bottom of lagoon elevation (feet)------------ 52.0
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 1
Total design volume using prismoidal formula
SS/ENDl SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 344.0 544.0 11.0
AREA OF TOP
LENGTH * WIDTH =
344.0 544.0 187136 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
278.0 478.0 132884 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
311.0 511.0 635684 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
187136.0 635684.0 132884.0 1.8
Total Designed Volume Available = 1752124 CU. FT.
r

5. TEMPORARY STORAGE REQUIRED
[[ DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
350.0 550.0 192500.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 192500.0 square feet
Design temporary storage per:riod to be 180 days.
5A. Volume of waste produced
Feces 6 urine production in gal./day per 135 lb. ALW 1.37
Volume 1039200 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1898272 gals. or 253779.7 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 112291.7 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 120312.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 253780 cubic feet
5B. 0 cubic feet
5C. 112292 cubic feet
5D. 120313 cubic feet
TOTAL 486384 cubic feet

6. SUMMARY
Temporary storage period======= =====___=__> 180 days
Rainfall in excess of evaporation=====az => 7.0 inches
25 year - 24 hour rainfall=====_____________> 7.5 inches
Freeboard==-===-===________=================> 1.0 feet
Side slopes=====____________________________> 3.0 • 1
Inside top length====.=====-----__¢___-_____> 350.0 feet
Inside top width====________________________> 550.0 feet
Top of dike elevation=-=-=__________________> 64.0 feet
Bottom of lagoon elevation========_==5 =x > 52.0 feet
Total required volume== ====-====-===--=-> 1525584 cu. ft.
Actual design volume=====__________________> 1752124 cu. ft.
Seasonal high watertable elevation (SHWT)===> 58.5 feet
Stop pumping elev.--==-------------=------=-> 59.0 feet
Must be > or = to the SHWT elev.===== ==> 58.5 feet
Must be > or = to min. req. treatment el.=> 58.0 feet
Required minimum treatment volume=====______> 1039200 cu. ft.
Volume at stop pumping elevation=====_____=_> 1045436 cu. ft.
Start pumping elev.==---=-====-=----==___==> 61.5 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 1631812 cu. ft.
Volume at start pumping elevation=====______> 1477374 cu. ft.
Required volume to be pumped===­___-----_> 366071 cu. ft.
Actual volume planned to be pumped=====_____> 431938 cu. ft.
Min. thickness of(�so'1 liner when required==> 1.8 feet
7. DESIGNED BY: APPROVED BY:
DATE: t�jj,tl Ufit, DATE:
�,.•`'��N CA Rp
10
Q
L -
's t�
4W2
G1N
NOTE: SE�'i� 1i��JTILIZATION PLAN
COMMENTS:

Stage Storage Table - Using Prismoidal Formula LAGOON 1
Stage Length Width Length Width Length Width incr vol acum vol
Top of incr. Top of Incr Bot. Of Incr Bot. Of Incr Mid Incr Mid Incr
Top 64.0 350.0 550.0 344.0 544.0 347.0 547.0 189812.0 1941936.0
63.0 344.0 544.0 338.0 538.0 341.0 541.0 184484.0 1752124.0
62.0 338.0 538.0 332.0 532.0 335.0 535.0 179228.0 1567640.0
61.0 332.0 532.0 326.0 526.0 329.0 529.0 174044.0 1388412.0
60.0 326.0 526.0 320.0 520.0 323.0 523.0 168932.0 1214368.0
59.0 320.0 520.0 314.0 514.0 317.0 517.0 163892.0 1045436.0
58.0 314.0 514.0 308.0 508.0 311.0 511.0 158924.0 881544.0
57.0 308.0 508.0 302.0 502.0 305.0 505.0 154028.0 722620.0
56.0 302.0 502.0 296.0 496.0 299.0 499.0 149204.0 568592.0
55.0 296.0 496.0 290.0 490.0 293.0 493.0 144452.0 419388.0
54.0 290.0 490.0 284.0 484.0 287.0 487.0 139772.0 274936.0
53.0 284.0 484.0 278.0 478.0 281.0 481.0 135164.0 135164.0
Bottom 52.0 278.0 478.0 0.0 0.0 0.0 0.0 0.0 0.0
START PUMPING ELEV
DESIGN VOL = 1752124.0
REQ STORAGE 1525584.0
25-YR 24-HR 120303.0
MAX START PUMP VOL = 1631821.0
START PUMP ELEV = 62.7

STAGE -STORAGE
2000000.0
1900000.0
1800000.0 - _ _
1700000.0
1600000.0 -
ZIE
1500000.0
LL 1400000.0 -
1300000.0
V 1200000.0 - --_-
W 1100000.0
�—
'^ 1000000.0 _- -� SerieSl
Q 900000.0 -==== -
800000.0
700000.0
600000.0 -
500000.0
400000.0
300000.0 - -
200000.0 - ,
100000.0 - -
0.0
O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O N M V to (O r co m O u� � V) to u� Lo to CO (O CD CD (D (D(O
ELEVATION - FT

07/01/97 10:27 #09102962122 USDA MRCS Q 007
JUL 01 '97 10:41AM
t
Ob
Operator:WBW LAGOONI Co 21AC,-e5
11/10/93
Distance to nearest residence L,� r 2 )0.0 feet
1. STEADY STATE LIVE WEIGHT
0 sows farrow to fini Lq,50b0 _
0 The
0 sows farrow.to feed i t rr S}-o _ -�_ 0 lbs
0 head (finishing only 3 b� `� ? �'P �' = 0 lbs
2400 sows (farrow to wear, c = 1039200 lbs
0 head (wean to feeder 2�,vv •�►� = 0 lbs
TOTAL STEAL 1039200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1039200 lbs. SSLW x Treatment Volume(CF) /lb. SSLW
Treatment Volume(CF) /lb. SSLW= 1 CF/lb. SSLW
Volume = 1039200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet 0 Q 7 cO�WN 4-r(,*A bb LUTk* &16 err
40
4 TOTAL DESIGN VOLUME �►eft-46-40
Inside top length '350.0 feet ; Inside top width 550.0 feet
Top
of dike at elevation 64.0 feet
Freeboard 2.0 feet ; Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 62.0 feet
Bottom of lagoon- elevation 52.0 feet
Seasonal high water table elevation 58.5 feet
Total design volume using prismoidal formula
SS/ENDI SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 338.0 538.0 10.00
AREA OF TOP
LENGTH * WIDTH =
338.0 538.0 181844 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
278.0 478.0 132884 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
308.0 508.0 625856 (AREA OF KIDSECTION f 4)
CU. FT. S= AAREA TOP + (4*ARF.A MIDSECTION) + AREA BOTTOND * DEPTH/6
181844.0 625856.0 132884.0 1.7
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL M1567640 CU. FT.

07/01/97 10:28 009102962122 USDA MRCS 11008
JUL 01 '97 10:41AM
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width
350.0 550.0 192500.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 192500.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLw 0.00136
Volume = 1039200 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 254396 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 = 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
ti.
Volume = 7.0 in * DA / 12 inches per foot
Volume = 112291.7 cubic feet

07/01/97 10:27 *09102962122 USDA MRCS 9 006
JUL 01 097 10:41AM
5D. Volume of 25 year - 24 hour storm
volume = 7.5 inches / 12 inches per foot * DA
Volume = 128828.1 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 254396 cubic feet
5S. 0 cubic feet
5C. 120240 cubic feet
5D. 128828 cubic feet
TOTAL 503464 cubic feet
6• SUMMARY
Total required volume 1542664 cubic feet
Total design volume avail. 1551591 cubic feet
Min. req. treatment volume plus sludge accumulation 1039200 cubic fe
At elev. 59.8 feet ; Volume is 1043289 cubic feet (end pumping)
Total design volume less 25 -24hr storm is
Y= 1422763 cubic feet
At elev. 61.8 feet ; Volume is 1406569 cubic feet (start pumping)
Seasonal high water table elevation 56.5 feet
7. DESIGNED BY: (
APPROVED BY:
DATE: DATE: �_3
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: SCS D0JM N
_ TEAT EXCA oT C�R71 Y
�-VOLU�ZTON�
CO1mECT ARC
'
r

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
min. odor control. The time required for the planned fluid level to be
reached (permanent + temporary storage) may vary due to soil conditions
flushing operations, and the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume
based on: 1) waste from animals; 2) excess rainfall after evaporation;
and 3) the largest 24 hour (one day) rainfall that occurs on the
average of once every 25 years. The volume of waste generated from
a given number of animals will be fairly constant throughout the year
and from year to year. This estimate is based on 7 inches of excess
rainfall which is equal to or exceeds the highest 6 months excess in
a year. The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will need to be
pumped each 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 on the elevation to
begin pumping, a permanent marker must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimum treatment depth (6 feet) .
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 pump-out of the lagoon when fluid level reaches eleva-
tion 61.3 as marked by permanent marker. Stop pump-out when
the fluid level reaches elevation 59.0 or before the fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) . The design temporary storage, less 25 year storm
is 366688 cubic feet or 2742825 gallons. As stated before, this
volume will vary considerably from year to year.

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.
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.
S. 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.
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.

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
Clearing:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch in diameter shall be removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material. Lagoon site (and pad site if needed) to be
stripped of topsoil (311) and stockpiled for use on dike and pad
slopes (2-311) . The topsoiling quantity is in excess of amounts
specified on page one
Cut-off Trench:
---------------
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
------------
Construction of excavated and earthfill areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall be placed in
max. of 6" lifts and not placed in standing water. Compaction shall be
performed by the construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction of fill heights shall
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of one (1) foot below grade and backfilled and
compacted with SCS approved material (ie-CL,SC,CH) . Refer to the soil
information nformation in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
_Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction according to seeding specifications sheet.

07/01/97 10:18 %Y9102962122 USDA MRCS Q 003
• JUL 01 '97 10:34AM
ANM94L WASTE PLAN C3RTIYXCATIO:i FOR i'T&W Qa ESPA=ZZ) FEEDLOTS
'r' 80 ratu= the ccz;)ietad fG=Z to tha Division of 8hvira=satal XaagQ=Q=t at
tho adZena on the =evorao aid& of thia form.
( ) W A W Far
Name of fazm Please print) : CJ D'+ Wh:•f-fit!d
Address- PO Boy 314 `
G e. Phone No.: AIQ 7
County-�_• A J;
Farm location: Latitude and Longitude W oo At /2Z M: W (required) . Also,
please attach a copy of a county road map with location identified.
Type of operation (swine, Jaye=, dairy, etc.) : Swi A G
Design capacity (number of animals) :
Average size of operation (12 month popularion avg.) �2 11,00 i
Average acreage needed for-land application of waste (acres) :
aa�aaaseaa�ma�ssass===asx-�-^"'�assisaasass����aaa=s:az��c�saaasass�a�sc�c�-s=�
Tecaaical Specialiat certification
As a technical specialist designated by the North Carolina Soil and Water
Conservation Commission pursuart to'].SA NCAC 6F .0005, I certify that the new or
expanded animal waste management system as installed for the farm named above
has an Animal waste management plan that meets the design, construction.
operation and maintenance standards and specifications of the Division of
En.vironmental Management and the USDA-Soil Conservation Service and/or the North
Cazoli.na Soil and Water Conservation Commission pursuant to i5A NCAC 2H.0217 and
15A NCAC 6i .0001-.0005. The following elements and their corresponding minimum
criteria-haaue been verified by me or other designated technical specialists and
axe included in the plan as applicable: mlini m separations (buffers) ; liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; -adequate
quantity and amount of land for waste utilization (or use of third party) ; access
or ownership of proper waste application equipment; schedule for timing of
replications; application rates; loading rates; and the control of the discharge
of pollutants from scozmwater rtmoff events less severe than the 25 yeas, 24-hour
2i of Technic speci llat (Please Print)
Af-ciliation:
Address (Agency) :0 D '. 'I APhone No.
Z
Signature: Date: ,'S�`' z'9
==�aass�:.=:.-:c=aaasaz�.:.. cssssss��:.ae==�a�e�s�s�ar��=aaacasar�ac��a=msas
Owaer/Xanag*= Agreenmar- '
I (we) understand the operation and maintenance procedures established in the '
approved animal waste management plan for the farm named above and will i=plement
these procedures. I (we) know that any additional expansion to the oxisting
design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this system to
surface watesz of the state either through a man-made conveyance or through
runoff from a storm event less saverQ than the 25-year, 24-hour storm. The
approved plan will be filed at the farm and at the office of the local Soil and
Water Conservation District. rl1
xaae of Land ova LP ease..
inc) :W�iVI/ a� .� Tor+ W�i• icfo! 1 _ '
signature:
Naas of 3Laaa9rar, if 1"ferent from owner (Please print) :
Signature- Date:
Note: A change in land ownership requires notification or a new certification
(if the approved plan is changed) to be submitted to the Division of
Environmental Management within 60.days of a title transfer.
DEK USE ONLY:ACNzW#

Operator: WBW Lagon 2 County: DUPLIN Date: 09/01/03
Distance to nearest residence (other than owner) : 5000.0 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
2400 sows (farrow to wean) x 433 lbs. = 1039200 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other 0
Total Average Live Weight = 1039200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1039200 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 1039200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 425.0
Inside top width (feet)---------------------- 485.0
Top of dike elevation (feet)----------------- 64.5
Bottom of lagoon elevation (feet)------------ 53.5
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 1
Total design volume using prismoidal formula
SS/ENDl SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 419.0 479.0 10.0
AREA OF TOP
LENGTH * WIDTH =
419.0 479.0 200701 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
359.0 419.0 150421 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
389.0 449.0 698644 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
200701.0 698644.0 150421.0 1.7
Total Designed Volume Available = 1749610 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
425.0 485.0 206125.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 206125.0 square feet
Design temporary storage per:riod to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 1039200 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1898272 gals. or 253779.7 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall - 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 120239.6 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 128828.1 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 253780 cubic feet
5B. 0 cubic feet
5C. 120240 cubic feet
5D. 128828 cubic feet
TOTAL 502847 cubic feet

6. SUMMARY
Temporary storage period=====s ====--=---===> 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___________________________> 425.0 feet
Inside top width______________=___-_-___-___> 485.0 feet
Top of dike elevation====-_______=-_________> 64.5 feet
Bottom of lagoon elevation__________________> 53.5 feet
Total required volume_______________________> 1542047 cu. ft.
Actual design volume====____________________> 1749610 cu. ft.
Seasonal high watertable elevation (SHWT)===> 56.5 feet
Stop pumping elev.________________---___=____> 59.8 feet
Must be > or = to the SHWT elev.---------_> 56.5 feet
Must be > or = to min. req. treatment el.=> 59.5 feet
Required minimum treatment volume=====__=___> 1039200 cu. ft.
Volume at stop pumping elevation======__===_> 1043289 cu. ft.
Start pumping elev.====--------------------=> 62.8 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 1620782 cu. ft.
Volume at start pumping elevation=====______> 1610435 cu. ft.
Required volume to be pumped________________> 374019 cu. ft.
Actual volume planned to be pumped======____> 567146 cu. ft.
Min. thickness of so'l liner when required==> 1.6 feet
�To
7. DESIGNED BY: Ci APPROVED BY:
DATE: ♦♦ DATE:
= 1 �
40
NOTE: SEE A�'p$� �UTILIZATION PLAN
111t111�t
COMMENTS:

Stage Storage Table - Using Prismoidal Formula LAGON 2
0
Stage Length Width Length Width Length Width incr vol arum vol
Top of incr. Top of Incr Bot. Of Incr Bot. Of Incr Mid Incr Mid Incr
Top 64.5 425.0 485.0 419.0 479.0 422.0 482.0 203407.0 1953017.0
63.5 419.0 479.0 413.0 473.0 416.0 476.0 198019.0 1749610.0
62.5 413.0 473.0 407.0 467.0 410.0 470.0 192703.0 1551591.0
61.5 407.0 467.0 401.0 461.0 404.0 464.0 187459.0 1358888.0
60.5 401.0 461.0 395.0 455.0 398.0 458.0 182287.0 1171429.0
59.5 395.0 455.0 389.0 449.0 392.0 452.0 177187.0 989142.0
58.5 389.0 449.0 383.0 443.0 386.0 446.0 172159.0 811955.0
57.5 383.0 443.0 377.0 437.0 380.0 440.0 167203.0 639796.0
56.5 377.0 437.0 371.0 431.0 374.0 434.0 162319.0 472593.0
55.5 371.0 431.0 365.0 425.0 368.0 428.0 157507.0 310274.0
54.5 365.0 425.0 359.0 419.0 362.0 422.0 152767.0 152767.0
Bottom 53.5 359.0 419.0 0.0 0.0 0.0 0.0 0.0 0.0
START PUMPING ELEV
DESIGN VOL = 1749610.0
REQ STORAGE = 1542047.0
25-YR 24-HR 128858.0
MAX START PUMP VOL = 1620752.0
START PUMP ELEV = 62.8

STAGE STORAGE LAGOON 2
2000000.0 , , ,-,_, _
1800000.0 -
r=
1600000.0 U. 1400000.0 _ It __ _
v 1200000.0
uj 1000000.0 11 � Series1
800000.0
600000.0
400000.0 - -
- -
200000.0 --
0.0
I I II I '! i � II : I
I I I
O C) Q O Q (D Q C) C) C) CD CD C) CD Q C)
O �— N M 4Lo cD I- co, M, O �— N cM 4 6
ELEV - FT

07/01/97 10:26 *09102962122 USDA MRCS C@ 004
JUL 01 197 10:41AM
Operator:WBW LAGOON2 County: DUPLIN Date: 11/10/93
Distance to nearest residence (other than owner) : 5000.0 feet
1. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs. 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs `
0 head (finishing only) x 135 lbs. 0 lbs
2400 sows (farrow to wean) x 433 lbs. - 1039200 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 1039200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1039200 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF) /lb. SSLW= 1 CF/lb. SSLW
Volume 1039200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
Nat
4. OTAL DESIGN VOLUME
Inside top length 425.0 feet Inside top width
Top of dike at elevation 64.5 feet dth 485.0 feet
Freeboard 2.0 feet ; Side slopes 3.0 1 (Inside lagoon) *
Total design lagoon liquid level at elevation 62.5 feet
Bottom of lagoon elevation 53.5 feet
Seasonal high water table elevation 56.5 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTu WIDTH DEPTH
3 .o 3.0 3.0 3.0 413.a 473.0 9.00
AREA OF TOP
LENGTH * WIDTH =
413.0 473.0 195349 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
359.0 419.0 150421 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
386.0 446.0 688624 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMS * DEPTH/6
195349.0 688624.0 150421.0 1.5
�'` VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 1551591 CU. FT.

07/01/97 10:27 C9102962122 USDA MRCS 9 005
JUL 01 '97 10:41AM
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
425.0 485.0 206125.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 206125.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste .produced
Approximate daily production of manure in CF/LB SSTjW 0.00136
Volume = 1039200 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 2543%,cubic .feet
Volume of wash water
This is the amount of 'rash 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 * 190 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 = 120239.6 cubic feet
1

07/01/97 10:28 IV9102962122 USDA MRCS 9 009
JUL 01 097 10:41AM
roll,
5D. Volume of 25 year - 24 hour storm
Volume 7.5 inches / 12 inches per foot * DA
Volume 120312.5 cubic feet
TOTAL REQUIRED T ORARY STORAGE
5A. 254396 cubic feet
5B. 0 cubic feet
5C. 112292 cubic feet
5D. 120313 cubic feet
TOTAL 487000 cubic feet
6. SUNDRY
Total required volume 1526200 cubic feet
Total design volume avail. 1567640 cubic feet
Min. req. treatment volume plus sludge accumulation 1039200 cubic fe
At elev. 59.0 .-feet ; Volume is 1045436 cubic feet pumping)
um
( P P g)
Total design volume __Less 25yr-24hr storm is • 1447328 cubic feet
�s
At elev. 61.3 feet ; Volume is 1432730 cubic feet (start pumping)
Seasonal high -water table elevation 58.5 feet
7. DESIGNED BY: APPROVED BY:
DATE: I-t D •q3► DATE: R.•1_93
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COffldENTS: SCS DOES NOT•auZ
HAT mot,yo�vArroN AND
CD?�CT�ARE

OPERATION AND MAINTENANCE PLAN
• ------------------------------
This lagoon is designed for waste treatment (permanent storage) with
min. odor control. The time required for the planned fluid level to be
reached (permanent + temporary storage) may vary due to soil conditions
flushing operations, and the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume
based on: 1) waste from animals; 2) excess rainfall after evaporation;
and 3) the largest 24 hour (one day) rainfall that occurs on the
average of once every 25 years. The volume of waste generated from
a given number of animals will be fairly constant throughout the year
and from year to year. This estimate is based on 7 inches of excess
rainfall which is equal to or exceeds the highest 6 months excess in
a year. The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will need to be
pumped each 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 on the elevation to
begin pumping, a permanent marker must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimum treatment depth (6 feet) .
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 pump-out of the lagoon when fluid level reaches eleva-
tion 61.8 as marked by permanent marker. Stop pump-out when
the fluid level reaches elevation 59.8 or before the fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) . The design temporary storage, less 25 year storm
is 374636 cubic feet or 2802275 gallons. As stated before, this
volume will vary considerably from year to year.

4. * The recommended maximum amount to apply per irrigation is
•., one (1) inch and i
the recommended maximum application rate s 0.3
inch per hour.
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.
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.

Orientation: -46.9 Z Magnification: 141.0 Inclination: 20.0
`;•
69.A e
68.0eAl
•�`
67.0 A' �.•-• j.' P f
66.0W
Lower Left 3D Mesh Surface
3D Mash Surface
Existing
Project: TOM WHITFIELD
Drawing: 4600-2-LAGOONS
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bV: using Sitework

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Plot of all data for the surface:
Existing
Project: TOM WHITFIELD
Drawing: 4809-2-LA000NS
Number:
Location:
Bid Data:
Engineer:
Owner:
Estimator:
Prepared by: u■ Sitswork

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3D Mesh Surface
Proposed
Project: TOM WHITFIELD
Drawing: 4988-2-LAGOONS
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bU: using Sitswork

Orientation: 20.0 Z Magnification: 49.9 Inclination: 28.0
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30 Mash Surface
Proposed
Project: TOM WHITFIELD
Drawing: 4900-2-LAGOONS
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitswork

Surfaces:
Props ' d
Exist JIg
Tight Volumes Expansion Expanded Volumes
cut: 62764. 19 0.00 62764.19
Fill: 113841.80 20.00 136610.20
Difference: -51077.61 Net Import: 73846.02
All volumes are in cubic yards.
Grid cell size: 13.25 by 13.27
Original scale: 100. 00ft/in
Project: TOM WHITFIELD
Drawing: 4800-2-LAGOONS
Number:
I�bcat ion:
8'id Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

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Proposed
Project: TOM WHITFIELD
Drawing: 4900-2-LAGOONS
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

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Proposed
Project: TOM WHITFIELD
Drawing: 49 0 0-2-LAGOONS
Number:
Location:
Bid Data:
Engineer:
Owner:
Estimator:
Prepared by: using Sitswork

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Propound
Project: TOM WHITFIELD
Drawing: 4600-2-LAGOONS
Number:
Location:
Bid Oats:
Engineer:
Owner:
Estimator:
Prepared by: using Sitswork

c
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Plot of the contour data for the surface**
Proposed
Project** TOM WHITFIELD
Drawings 4800-2-LAGOONS
Number:
Location:
Bid Data:
Engineer:
Owner:
Estimator:
Prepared by: using Sitswork

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Proposed
Project: TOM WHITFIELD
Drawing: 49ee-2-LAGOONS
Number:
Location:
Bid Date:
J; Engineer:
Owner:
Estimator:
Prepared by: using Sitswork

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Proposed
Project: TOM WHITFIELD
Drawing: 4800-2-LAGOONS
Number:
Location:
Bid Data:
Engineer:
Owner:
Estimator:
Prepared by: using Sitawork

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SOIL INVES+IGATION TO OETERM11NE SUITABILITY OF .PROPOSED POND SITE -
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DATE
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RLD Ih DORtI�T•�S -
uHlr-iED cLasslr•i •USDA CI„ASSIr ICATI0I�I . . . . .
ciMO . .... ,. ;. . .;
GW_Well graded Zczvels; gravel.sand mix _ B kmv •.•- :� :. -. • : '
GP-Poccly graded gravels ,.. . s-sand .. ». =: , .. : + !,� .._: •.
Cti4-silty eels• gavel-sand-silt mix ' vfs-vcsy fiat sa.•Zd _
S• y Qrs sl-sandy loa= •�.: _ . '. :.... .. :....
GC-Clayey gravels;.ZMVC:-s•and-clay mix
sw•Wc11 graded salads- sand g=?vel csix �sl:fine saady:loaai _ :..• i ' •.
-Poor1 :ded sans f;•;- •:s K- v � '�� :�' :•1,.„tSoaszr� '.�.�:x•:= _�:.`st' •:�• •'%':ti� ::...:': . '�:�► •�`
SC-Clayey sands, sand{lay si-silt'. r :: . . =.
LlZ�.�+-r i��iK �•nrie ,a .a..•!Sri.sr.• �;;�• :,'•�`
ads•s e s_a_silt* .. -'`
UL-Silts;silty,v.fine'sands andy or cSay Y.
.iT. ei- :. ,.�:� a • :' : :
CL of low to Medina plash �. _ clay Ioaai .f �-• .: .i "•. : � _ ' _ . '
-Clays f �'�' �.f.'• �i��'�!►.� �.�w.lw •wa...- -.
GK-Irici gattic clays-of liigfi=plastic ty - :: _ :: '` - ► ' '
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OL-Otgaaic silts,dnd sally clays:. .,.: ., _., -.. ;.
rile cl s;'aediam�to hips plasticity,.: _.._. .c-c�Y.:"`:.�;::.��•L�:...;__:. •..;._{,�-r. ':.u-�:...;.... _..�,• .. .
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• TYPES OF MATCRIAL r_-NCOUNT!MCD INS BOFII�'CIS '•r .
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CLASSII'ICA'IION - .::.--USDA CLkSSIFICAT 9N I•
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-well graded gravels: gravel;sand.mac ••;--- - .............�•.;...._..•.��.,.:.,;=,LL._ _.
graded ravels• r.--...� • :•' ' s sand:.:-- --- ......:__.:.::...�:.: •�;` .�._»..•:; ;-:• ; t
-Poorl g ... - •' -
Y 8 •drsslt:at'ix• - `'" _•`,fs, ti=eiy,'fin�'sand -
(t-Silty uzavels: b*ra_vel-sari ;'- ':a 1: -� ' r;;•;�•ii "T=t :::'`.'
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.' • ve15• � Y ,• Xt•.. :�''r+��+i, •. v:Fes,�-..••.-�,�t.A/,•'y '�.♦i:•..ti.,', j:••y,1. i ,� !� 0.f�}►+i:'• r. t��....,j'•! :.�
-Clayey•• .• �••' ( stt4
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f=.i..-.:• ::.•ice'�h•:^�:d •J� _.l,Z �T ; , r; Imo!,, 1••. :;`,•.,.: -
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07/01/97 10:18 %Y9102962122 USDA NTRCS ig002
JUL 01 097 10:34P.M
'_:7`r.r1S. WASTE 'j' :. 3?=x Ci=XCATZO.�t FOR JMW c.,V PSP QW= PZZ=OTS .
2\ a sett' tha c Ietecl fors to the Divis
ion of F�viso=eatal X=&0em�aat at .
the addraoa oa tho Zava=so old• of thin fo='
Name of farm (Please print) : W8 W �dM # 1 (15- kVb;4L,W l __
Address: Po
• Phone No
n �-
County: . .
Farm location: Latitude and Longitudez-3 � o' 10 / : et' Lq." {=mired) . Also,
please attach a copy of a county road map with location identified.
Type of operation (swine, layer, dairy, ecc-) : w
Design capacity (number of animal-s) : Go Do '
Average e z ize of operation (12 month population avg.) :
Average acreage needed for-land application of waste (acres) :
QC�w���0 C�irLi.�.OL-'=SQ f iirw��ac�a�aacc�asssaca�eea�=�^JQ CAL.^�.��SDTiii����wQC��'3QCwww�aCCw
:ee�=ieiel S�eeiali�t Ca�"tifieatian
As a technical specialist designated by the North Carolina Soil and Water i
Conservation Commission pursuant to 15A NCAC GF .0005, I certify that the new or
expanded animal waste masiagement system as installed for the fa= named above
has an animal waste management plan that meets the design, construction,
operation and ma i nt nance stz cards and specifications of the Division of
BZvironmenta.l Management and the USDA-Soil Conservation Service and/or the North
Carolina Soil and Water' Conservation Commission pursuant to 15A NCAC 2H.0217 and
15A NCAC GF .0 0 01-.0 0 0 5. The following elements and their corresponding minims
criteria-ha�eeu verified by me or other designated technical specsts and
are included in the plan as applicable: minimum separations (buffers) ; liners or
equivalent for lagoons or waste storage ponds: waste storage capacity; -adequate
quantity and amount of land for waste utilization (or use of third party) ; access
or ownership of proper waste application equipment; sch;6dule for timing of
applications; application rates; loading rates, and the control of the discharge
of pollutants from szox=water runoff events less severe than the 25-year, 24-hour
jr'a�.a of Tae:erica spscialiot (please Print) :
Affiliation: Pr. rj
Address (Agency) :_` �-- Z•'1 .` C •C, Phone No. v• . 'L
Signattt:e: � S
Date: �•l Z-' i
cgs==aaa. a=t�ec :c=spa=c�,ass���-s�rs�a=sr��aaaasfesc�c-aa:^.�-s
owner/]ages Aq_eament
I (we) understand the operation and mainte:sance procedures established in the
approved animal waste management-plan for the farm mined above and will implement
these procedures. I (we) know that any additional expansion to the existing
design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of
znvironmental Manage•,nent before the new animals are stocked. I (ire) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man-wade conveyance or through
runoff from a scorn event lass severe than the 25-Year, 24-hour storm. The
approvec, plan will be filed at the farm and at the office of the local Soil and
Water Conservation District.
xaa c: Lando or (P e s inc) c W8 V✓ Fans'm� � �,�► Wbi-1'��G�o�� -
Signature:
Date: I '1
xamo o: Y,&M&gar, i f 'f f er ent from owner (Please print) :
81
Signature: Date:
"c;Q: A change in land ownership requites notification or a new certification
(if the approved plan is changed) to be submitted to the Division of
Environmental Management within 60 days of a title transfer.
DE: USE ONLY:ACNZV

OWNER: W Q W S 4-t3
COUNTY: (J,pl rn
TYPE OPERATION: �-.L- o o Fa crow l Wean
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 FORBADS AND DAM MAY VARY FROM
THE ESTIMATES. THE DESIGN WILL ATTEMPT TO B*NCE CUTS AND FILLS AS,CLO&ELY
AS POSSIBLE. IF ADDITIONAL MATERIAL IS REQ THE CONTRACTOR AND THE
OWNER WILL NEGOTIATE ON THE PRICE AND LOCATIPN OF BORROW AREA.
BEST ESTIMATES:
TOTAL REQUIRED VOLUME: (CU/
ACTUAL DESIGN VOLUME: (CU FT)
LAGOON EXCAVATION: (CU/YD) 413-S—
DIKE/PAD EXCAVATION: (CU/YD)
OVER CUT FOR LINER: (CU/YD) CI CI k 6
TOTAL EXCAVATION: (CU/YD) S 3 3 y s
PAD AND DIKE FILL: (CU/YD qt
CLAY LINER: (CU/YD)
TOTAL FILL: (CU/YD)
CUT/FILL RATIO: b
DESIGNED O
AGRINIENT SER41M INC ,,t�,","e;,",,CA ,,
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r
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: Z: 06�" t
APPROVED BY: ,r4��r� LY D0 O0;c,.

re
N"dt:fi° ,.,Afi.641. 19 U ' r.: l'A.tl ° Jrr,•.; i':
il`1O r, r}ff il<,1.1 4 Y.:371 i i TI S::
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Operator: WBW3(AS-BUILT) County: DUPLIN Date: 09/24/97
Distance to nearest residence (other than owner): 2000 feet
s 1. AVERAGE LIVE WEIGHT (ALW)
sows (farrow to finish) x 1417 lbs. = 0
0 sows (farrow to feeder) x 522 lbs. = 0
0 head (finishing only) x 135 lbs. = 0
2400 sows (farrow to wean) x 433 lbs. = 1039200
0 head (wean to feeder) x 30 lbs. = 0
Describe other : 0
Total Average Live Weight= 1039200
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1039200 lbs. ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/Ib. ALW= 1 CF/lb. ALW
Volume = 1039200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE STORAGE NOT COMPUTED
Volume = cubic feet LANDOWNER REQUEST, SLUDGE TC
REMOVED AS NEEDED
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 806.0
Inside top width (feet)---------------------- 250.5
Top of dike elevation (feet)----------------- 66.5
Bottom of lagoon elevation (feet)----------- 54.0
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 3.0 800.0 244.5 11.5
AREA OF TOP
LENGTH * WIDTH =
800.0 244.5 195600 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
731.0 175.5 128291 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
765.5 210.0 643020 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4-AREA MIDSECTION) +AREA BOTTOM] * DEPTH/6
195600.0 643020.0 128290.5
Total Designed Volume Available = 1853245

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
806.0 250.5 201903.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 201903.0 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 = 1039200 lbs. ALW/135 lbs. ALW* 1.37 gal/day 180
Volume = 1898272 gals. or 253779.7 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 = gallons/day* 180 days storage/7.48 gallons
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.5 inches
Volume = 7.5 in * DA/ 12 inches per foot
Volume = 126189.4 cubic feet

5D. Volume of 25 year- 24 hour storm
Volume = 7.0 inches/ 12 inches per foot* DA
Volume = 117776.8 cubicfeet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 253780 cubic feet
5B. 0 cubic feet
5C. 126189 cubic feet
5D. 117777 cubic feet
TOTAL 497746 cubic feet
6. SUMMARY
Temporary storage period__________________> 180 days
Rainfall in excess of evaporation=====______> 7.5 inches
25 year- 24 hour rainfall__________________> 7.0 inches
Freeboard__________________________________> 1.0 feet
Side slopes_________________________________> 3.0 : 1
Inside top length___________________________> 806.0 feet
Inside top width____________________________> 250.5 feet
Top of dike elevation_______________________> 66.5 feet
Bottom of lagoon elevation__________________> 54.0 feet
r` Total required volume______________________> 1536946 cu. ft.
Actual design volume________________________> 1853245 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.=> 60.0 feet
Required minimum treatment volume=====______> 1039200 cu. ft.
Volume at stop pumping elevation=====_______> -887193 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==> 1735468 cu. ft.
Volume at start pumping elevation=====______> -887193 cu. ft.
Required volume to be pumped________________> 379969 cu. ft.
Actual volume planned to be pumped=====_____> 0 cu. ft.
Min. thickness of soil liner when required==> 1.8 feet
7. DESIGNED BY: AGRIMENT SERVICES INC. APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
�„ COMMENTS:

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74/y = s 7- H. r
Tor = 66. o
.f
1� bo
'rS G•/ r
laa,

tor:WBW 3 County: llin Date: 08 29 96
OP�'a # ty �P / /
Distance to nearest residence (other than owner): 3000.0 feet
1. AVMRAGE LIVE WEIGHT (AIN)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 saws (farrow to feeder) x 522 lbs. — 0 lbs
0 head (finishing only) x 135 lbs. = 0 lbs
2400 sows (farrow to wean) x 433 lbs. = 1039200 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : 0
Total Average Live Weight = 1039200 lbs
2. MINIMM TREATMERr VOILMME OF LAGOON
Volume = 1039200 lbs. AIN x Treatment Volume(CF)/lb. AIN
Treatment Volume(CF)/lb. AIN = 1 CF/lb. AIN
Volume = 1039200 cubic feet
3. STORAGE VOLUME FOR allDGE ACCt]MATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) 240.5
Inside top width (feet) 776.0
Top of dike elevation (feet) 66.0
Bottom of lagoon elevation (feet) 54.0
Freeboard (feet) 1.0
Side slopes (inside lagoon)-- 3.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDEl SS/SIDE2 LENGM WIDTH DEPM
3.0 3.0 3.0 3.0 234.5 770.0 11.0
AREA OF TOP
LEI * VTJ]) i =
234.5 770.0 180565 (AREA OF TOP)
AREA OF EO►ITCM
IJMJGqI3 * W.IDrI'H =
168.5 704.0 118624 (ARFA OF BCMUM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
201.5 737.0 594022 (AREA OF MIDSECTICN * 4)
C U. FT. = [ARFA TOP + (4*AREA MIDSBCfION) + AREA &7rjUM] DEPTH/6
180565.0 594022.0 118624.0 1.8
Total Designed Volume Available = 1637554 aJ. FT.

5. 'I`II IRARY SICRAGE REQUIRED
ERAINAGE AREA:
Lagoon (top of dike)
Length * Width =
240.5 776.0 186628.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 186628.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. AIR 1.37
Volume = 1039200 lbs. AIN/135 lbs. ALIT * 1.37 gal/day 180 days
Volume = 1898272 gals. or 253779.7 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or vole
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 108866.3 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 116642.5 cubic feet
i

TOTAL PORARY STORAGE
5A. 253780 cubic feet
5B. 0 cubic feet
5C. 108866 cubic feet
5D. 116643 cubic feet
TOTAL 479289 cubic feet
6. SUMMARY
Temporary storage peri 180 days
Rainfall in excess of evaporatia > 7.0 inches
25 year - 24 hour rainfall > 7.5 inches
1.0 feet
Side sl > 3.0 : 1
Inside top 1�..'�y�" > 240.5 feet
Inside top 776.0 feet
Tbp of dike elevation > 66.0 feet
Bottom of lagoon elevatiozil 54.0 feet
Total required vo-L > 1518489 cu. ft.
Actual design 'Vole— > 1637554 cu. ft. 4*
Seasonal high watertable elevation (S[W ) > 62.1 feet
Stop pumping elev. > 62.1 feet
Must be > or = to the SHWr elev. > 62.1 feet
Must be > or = to min. req. treatment el.> 60.0 feet
Required m?n0 treatment volume > 1039200 cu. ft.
Volume at stop pumping elevation > 1138966 cu. ft.,
Start p Wing elev. > 64.3 feet
Must be at bottom, of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall=> 1520911 cu. ft.
Volume at start pumping elevatio. > 1512630 cu. ft.
Required volume to be 362646 cu. ft.
Actual volume planned to be r raq 373665 qu. ft.
Min. thidmess of soil liner when required--> 1.8 feet
7. DESIGNED BY: AGRIMENT SERVICES INC. APPROVED BY:
DATE: 8l t91 DATE-
HERBERT C. FOX, JR. P.E.
9�
•
NOTE: SEE ATTACRED V00TE UTILIZATION PLAN
COMMENTS: g ,
A
• S
.,,�h•C;j Qti,`,��,,•

01-IRK 2/15/88
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
WSW S i-te ##3
in
Duplin County, North Carolina
Designer : AGRIMENT SERVICES Checker
Date : 09/03/96 Date
*******************************************************************************
LAGOON EXCAVATION ESTIMATES
I ** EXCAVATION ** I ** FILL **
Bot Left Right Off-CL I CL Dist I Area Volume I Area Volume
Width SS SS (ft) ( Sta (ft) I (SgFt) (Cu.Yds) I (SgFt) (Cu.Yds)
I I I
283 3:1 3.1:1 126.0 ( 113+.7 ( 2525.7 I 0.0
I 86 I 7721.6 I 0.0
56 3:1 3.1:1 126.0 ( 2+00 12305.9 I 0.0
i 100 ( 15792.9 I 0.0
225 3:1 3.1:1 126.0 I 3+00 12052.5 I 0.0
I 100 I 22924. 1 I 0.0
194 3:1 3.1:1 126.0 I 4+00 11798.3 I 0.0
I 100 I 29115.4 ( 0.0
163 3:1 3.1: 1 126.0 I 5+00 11545.0 I 0.0
I 100 I 34366.8 I 0.0
132 3:1 3.1:1 126.0 I 6+00 11290.8 I 0.0
I 100 ( 38678. 1 ( 0.0
102 3:1 3.1:1 126.0 I 7+00 11037.4 I 0.0
I 100 I 42095. 1 I 0.0
74 3:1 3.1:1 126.0 I 8+00 I 807.8 I 0.0
46 I 43358.7 I 0.0
56 3:1 3.1:1 126.0 1846+.3 ( 665.9 I 0.0

OR-IRK 2/15/88
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
wsw s i-te ##3
in
Duplin County, North Carolina
Designer : AGRIMENT SERVICES Checker
Date : 09/03/96 Date
LAGOON EXCAVATION PROFILE
TEMPLATE DATA:
Beginning Elevation = 54
Beginning Station = 0+00
0+00 to 0+00 c\3cl708/3 0.00000 ft/ft
SECTION NUMBER 1
("111 Centerline Station 0+00
ORIGINAL DATA:
0.0 / 62.2 1000.0 / 62.2

OR-IRK 2/15/88
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
wsw s i -t a #3
in
Duplin County, North Carolina
Designer : AGRIMENT SERVICES Checker
Date : 09/03/96 Date
LAGOON EXCAVATION ESTIMATES
TEMPLATE DATA:
Beginning Elevation = 54
Beginning Station = 113+.7
113+.7 to 113+.7 c\3114cl269/3.1 0.00000 ft/ft
113+.7 to 2+00 c\3114cl242.2/3.1 0.00000 ft/ft
2+00 to 3+00 c\3114cl2ll.3/3.1 0.00000 ft/ft
3+00 to 4+00 c\3114cll80.3/3.1 0.00000 ft/ft
4+00 to 5+00 c\3114cll49.4/3.1 0.00000 ft/ft
5+00 to 6+00 c\3114c1118.4/3.1 0.00000 ft/ft
6+00 to 7+00 c\3114cl87.5/3.1 0.00000 ft/ft
7+00 to 8+00 c\3114cl59.5/3.1 0.00000 ft/ft
8+00 to 846+.3 c\3114cl42.2/3. 1 0.00000 ft/ft
SECTION NUMBER 1
Centerline Station 113+.7
ORIGINAL DATA:
0.0 / 62.2 500.0 / 62.2
SECTION NUMBER 2
Centerline Station 2+00
ORIGINAL DATA:
0.0 / 62.2 500.0 / 62.2
SECTION NUMBER 3
Centerline Station 3+00
ORIGINAL DATA:
0.0 / 62.2 500.0 / 62.2
SECTION NUMBER 4
Centerline Station 4+00

LAGOON EXCAVATION ESTIMATES (continued) 09/03/96 page 2
ORIGINAL DATA:
rr
0.0 / 62.2 500.0 / 62.2
SECTION NUMBER 5
Centerline Station 5+00
ORIGINAL DATA:
0.0 / 62.2 500.0 / 62.2
SECTION NUMBER 6
Centerline Station 6+00
ORIGINAL DATA:
0.0 / 62.2 500.0 / 62.2
SECTION NUMBER 7
Centerline Station 7+00
ORIGINAL DATA:
0.0 / 62.2 500.0 / 62.2
SECTION NUMBER 8
Centerline Station 8+00
ORIGINAL DATA:
0.0 / 62.2 500.0 / 62.2
SECTION NUMBER 9
Centerline Station 846+.3
ORIGINAL DATA:
0.0 / 62.2 500.0 / 62.2

01-IRR 2/15/88
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
WBW s i t e ##3
in
Duplin County, North Carolina
Designer : AGRIMENT SERVICES Checker
Date : 09/03/96 Date
*******************************************************************************
LAGOON LINER OVERCUT ESTIMATES
I ** EXCAVATION ** ( ** FILL **
Bot Left Right Off-CL I CL Dist I Area Volume I Area Volume
Width SS SS (ft) I Sta (ft) I (SgFt) (Cu.Yds) ( (SgFt) (Cu.Yds)
I I I
280 3:1 3.1:1 126.0 1110+.5 ( 3102.0 I 0.0
I 90 I 9823.5 ( 0.0
2 3:1 3.1:1 126.0 I 2+00 ( 2825.0 I 0.0
I 100 I 19712.3 ( 0.0
221 3:1 3.1:1 126.0 I 3+00 12515.0 I 0.0
I 100 I 28454.9 I 0.0
190 3:1 3.1:1 126.0 I 4+00 12206.0 ( 0.0
100 I 36051.2 I 0.0
159 3:1 3.1:1 126.0 I 5+00 11896.0 I 0.0
I 100 I 42499.4 I 0.0
128 3:1 3.1:1 126.0 I 6+00 11586.0 ( 0.0
I 100 I 47801.2 I 0.0
97 3:1 3.1:1 126.0 I 7+00 11277.0 ( 0.0
I 100 I 51956.8 ( 0.0
66 3: 1 3.1:1 126.0 I 8+00 I 967.0 I 0.0
I 42 I 53344.7 I 0.0
53 3:1 3. 1:1 126.0 1841+.5 I 839.0 I 0.0

OR-IRK 2/15/88
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
WBW S i t e ##3
in
Duplin County, North Carolina
Designer : AGRIMENT SERVICES Checker
Date : 09/03/96 Date
LAGOON LINER OVERCUT PROFILE
TEMPLATE DATA:
Beginning Elevation = 52.2
Beginning Station = 0+00
0+00 to 0+00 c\3c1701/3 0.00000 ft/ft
SECTION NUMBER 1
r"", Centerline Station 0+00
ORIGINAL DATA:
0.0 / 62.2 1000.0 / 62.2

OH-IRH 2/15/88
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
WBW E3 i tt a ##3
in
Duplin County, North Carolina
Designer : AGRIMENT SERVICES Checker
Date : 09/03/96 Date
LAGOON LINER OVERCUT ESTIMATES
TEMPLATE DATA:
Beginning Elevation = 52.2
Beginning Station = 110+.5
110+.5 to 110+.5 c\3114cl265.7/3.1 0.00000 ft/ft
110+.5 to 2+00 c\3114cl238/3.1 0.00000 ft/ft
2+00 to 3+00 c\3114c1207/3.1 0.00000 ft/ft
3+00 to 4+00 c\3114cll76.1/3.1 0.00000 ft/ft
4+00 to 5+00 c\3114cll45.1/3.1 0.00000 ft/ft
5+00 to 6+00 c\3114c1114.1/3.1 0.00000 ft/ft
6+00 to 7+00 c\3114cl83.2/3.1 0.00000 ft/ft
7+00 to 8+00 c\3114cl52.2/3.1 0.00000 ft/ft
8+00 to 841+.5 c\3114cl39.4/3.1 0.00000 ft/ft
SECTION NUMBER 1
Centerline Station 110+.5
ORIGINAL DATA:
0.0 / 62.2 500.0 / 62.2
SECTION NUMBER 2
Centerline Station 2+00
ORIGINAL DATA:
0.0 / 62.2 500.0 / 62.2
SECTION NUMBER 3
Centerline Station 3+00
ORIGINAL DATA:
0.0 / 62.2 500.0 / 62.2
SECTION NUMBER 4
Centerline Station 4+00

LAGOON LINER OVERCUT ESTIMATES (continued) 09/03/96 page 2
ORIGINAL DATA:
0.0 / 62.2 500.0 / 62.2
SECTION NUMBER 5
Centerline Station 5+00
ORIGINAL DATA:
0.0 / 62.2 500.0 / 62.2
SECTION NUMBER 6
Centerline Station 6+00
ORIGINAL DATA:
0.0 / 62.2 500.0 / 62.2
SECTION NUMBER 7
Centerline Station 7+00
ORIGINAL DATA:
0.0 / 62.2 500.0 / 62 .2
SECTION NUMBER 8
Centerline Station 8+00
ORIGINAL DATA:
0.0 / 62.2 500.0 / 62.2
SECTION NUMBER 9
Centerline Station 841+.5
ORIGINAL DATA:
0.0 / 62.2 500.0 / 62.2

OR-IRK 2/15/88
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
WBW S i t e ##3
in
Duplin County, North Carolina
Designer : AGRIMENT SERVICES Checker
Date : 09/03/96 Date
*******************************************************************************
DIKE FILL ESTIMATES
1 ** EXCAVATION ** 1 ** FILL **
Top Left Right Off-CL I CL Dist I Area Volume ( Area Volume
Width SS SS (ft) ( Sta (ft) ( (SgFt) (Cu.Yds) 1 (SgFt) (Cu.Yds)
I I I
15 3:1 3:1 110.0 1 0+00 1 0.0 1 120.0
1 200 1 0.0 1 888.7
15 3:1 3:1 110.0 1 2+00 1 0.0 1 120.0
1 100 i 0.0 1 1296.6
15 3:1 3:1 110.0 1 3+00 1 0.0 ( 100.3
1 210 1 0.0 1 2093.1
16 3.1:1 3.1:1 100.0 1 510+.1 1 0.0 1 104.4
1 105 1 0.0 1 2498.0
16 3.1:1 3. 1: 1 118.0 1 614+.8 1 0.0 1 104.4
316 1 0.0 1 3720.8
16 3.1:1 3.1:1 120.0 1 9+31 1 0.0 ( 104.4
209 ( 0.0 1 4527.5
16 3.1:1 3.1:1 89.0 11139+.6 1 0.0 1 104.4
1 209 1 0.0 1 5334.2
16 3.1:1 3.1:1 95.0 11348+.2 ( 0.0 1 104.4
1 209 1 0.0 1 6140.9
16 3.1: 1 3.1:1 132.0 11556+.8 1 0.0 1 104.4
1 293 1 0.0 1 7252.9
15 3:1 3:1 110.0 11850+.1 1 0.0 ( 100.3
1 134 1 0.0 1 7801.1
15 3:1 3:1 110.0 11984+.5 1 0.0 1 120.0
1 200 1 0.0 1 8689.7
15 3:1 3:1 110.0 12184+.5 1 0.0 ( 120.0

OR-IRR 2/15/88
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
WBW S i-t a ##3
in
Duplin County, North Carolina
Designer : AGRIMENT SERVICES Checker
Date : 09/03/96 Date
DIKE FILL ESTIMATES
TEMPLATE DATA:
Beginning Elevation = 66.5
Beginning Station = 0+00
0+00 to 2+25 d/3cll5\3 0.00000 ft/ft
2+25 to 3+00 d/3cll5\3 -.00667 ft/ft
3+00 to 387+.5 d/3cll5\3 0.00000 ft/ft
387+.5 to 16+72 d/3.lcll5.7\3.1 0.00000 ft/ft
16+72 to 1880+.5 d/3cll5\3 0.00000 ft/ft
1880+.5 to 1980+.5 d/3cll5\3 0.00500 ft/ft
1980+.5 to 2184+.5 d/3cll5\3 0.00000 ft/ft
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0.0 / 62.2 100.0 / 62.2 200.0 / 62.2
SECTION NUMBER 2
Centerline Station 2+00
ORIGINAL DATA:
0.0 / 62.2 200.0 / 62.2
SECTION NUMBER 3
Centerline Station 3+00
ORIGINAL DATA:
0.0 / 62.2 200.0 / 62.2
CTION NUMBER 4
Centerline Station 510+.1
ORIGINAL DATA:
0.0 / 62.2 200.0 / 62.2

DIKE FILL ESTIMATES (continued) 09/03/96 page 2
-_TION NUMBER 5
Centerline Station 614+.8
ORIGINAL DATA:
0.0 / 62.2 200.0 / 62.2
SECTION NUMBER 6
Centerline Station 9+31
ORIGINAL DATA:
0.0 / 62.2 200.0 / 62.2
SECTION NUMBER 7
Centerline Station 1139+. 6
ORIGINAL DATA:
0.0 / 62.2 200.0 / 62.2
SECTION NUMBER 8
Centerline Station 1348+.2
ORIGINAL DATA:
0.0 / 62.2 200.0 / 62.2
SECTION NUMBER 9
Centerline Station 1556+.8
ORIGINAL DATA:
0.0 / 62.2 200.0 / 62.2
SECTION NUMBER 10
Centerline Station 1850+.1
ORIGINAL DATA:
0.0 / 62.2 200.0 / 62.2
SECTION NUMBER 11
Centerline Station 1984+.5
ORIGINAL DATA:
0.0 / 62.2 200.0 / 62.2
SECTION NUMBER 12
Centerline Station 2184+.5
ORIGINAL DATA:
0.0 / 62.2 200.0 / 62.2

OR-IRK 2/15/88
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
WBW S ite 4#3
in
Duplin County, North Carolina
Designer : AGRIMENT SERVICES Checker
Date : 09/03/96 Date
*******************************************************************************
PAD FILL ESTIMATES LOWERED
I ** EXCAVATION ** I ** FILL **
Top Left Right Off-CL I CL Dist I Area Volume I Area Volume
Width SS SS (ft) I Sta (ft) I (SgFt) (Cu.Yds) I (SgFt) (Cu.Yds)
I I I
600 5:1 5:1 40.0 ( 0+00 I 0.0 12352.2
I 380 I 0.0 I 37903.6
00 5:1 5:1 40.0 I 3+80 I 0.0 13034. 1

OR-IRM 2/15/88
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
WBW s i to ##3
in
Duplin County, North Carolina
Designer : AGRIMENT SERVICES Checker
Date : 09/03/96 Date
PAD FILL ESTIMATES LOWERED
TEMPLATE DATA:
Beginning Elevation = 66
Beginning Station = 0+00
0+00 to 1+40 d/5cl600\5 0.00000 ft/ft
1+40 to 1+60 d/5cl600\5 0.05300 ft/ft
1+60 to 3+80 d/5c1600\5 0.00000 ft/ft
ACTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0.0 / 62.2 700.0 / 62.2
SECTION NUMBER 2
Centerline Station 3+80
ORIGINAL DATA:
0.0 / 62.2 700.0 / 62.2

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 64.3 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 62.1 . This temporary
storage, less 25 yr- 24 hr storm, contains 363826 cubic feet or
2721415 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.

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

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 10.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
600.0 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
300.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
1'
APPLY THE FOLLOWING:
10000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
20.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
1000.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

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Ya.�. Continue on Page 64 Q .a•,Z.
15WY']0' GOLOBONO LA GRANGE
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/ m 1

_, �, r
AGRIMENT SERVICES INC.
SWINE FACILITY SITE EVALUATION
GENERAL INFORMATION
NAME -W.8 k) 3 r /
LOCATION _ q An s /US o�J' CW&M. !�/r{
kSo� A/C- d gS o y —
TELEPHONE 4/_'/91 SIZE OPERATION
.7 y00 �Ca.•to COS�, '.,.
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER JS'ou FT.
DISTANCE FROM NEAREST PUBLIC FACILITY (school, church, etc. ) T Agoo FT.
IS SITE WITHIN 100-YEAR FLOOD PLAIN? sc� 1 �o� 5 ,� 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 _ N0,,,�
r11AS SITE BEEN CHECKED FOR UNDERGROUND TILE?
YES _ NO._�
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 N0 ,__
PRECHARGING LAGOON WITH FRESH WATER TO AT LEAST z
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
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(711
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPORTANT FARMLANDS IN
THE OPERATING UNIT?
YES _ NO
WILL THE ACTION RESULT IN SODBUSTING? /
YES NO __

.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 _ O
IS A LINER REQUIRED?
YES NO
TYPE OF LINER TO BE USED: CLAY ZBENTONITE 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
CCESS TO CLAY?
YES NO
IS A CORE TRENCH REQUIRED?
YES _ NO
IS SUBSURFACE DRAIN TILE PRESENT?
YES NO /
SITE APPROVED YES NO _ '
CONDITIONAL
COMMENTS o0 eCdoc�(
d( u cK 7r� �,�
o vt
THIS SITE INVESTIGATION IS VALID FOR TWELVE MONTHS FROM THE DATE SHOWN BELOW. IF
CONSTRUCTION HAS NOT BEEN S D WITHIN TWELVE MONTHS, A NEW SITE INVESTIGATION WILL
REQUIRED. BE
SIGNATURE
DATE
TECHNIC Sp
VEER

LAND MANAGEMENT GROUP, INC.
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Page 1 of 2
Project/Site: WBW FARMS - SAND PIT ROAD Date:08/02/96
Applicant/Owner: TOM WHITFIELD _ County:DUPLIN
Investigator: TURNER _ i State:NC
Do Normal Circumstances exist on the site? Yes No Community ID: UPLAND
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:Is the area a potential Problem Area? Yes No Plot ID: - 1
I(If needed,explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator �I
1. Loblolly pine Tree FAC 9.Pepperbush G.Cover FACW {�
2. Sweetgum Tree FAC+ 10.Honeysuckle W.Vine FACU
I3. Yellow-poplar Tree FAC 11.Carolina jessamine W.Vine FAC
4. Water oak -- Tree FAC 12.Poison ivey W.Vine FAC �!
5. Bitter gallberry Shrub FAC 13.Switchcane _ G.Cover FACW j
1
j 6. Dogwood Shrub FAC 14.Smilax _— W.Vine FAC !'
`7. American holly _ Shrub FACW+ 15.
�8. Waxmyrtle Shrub _ FAC+ 16.
Percent of Dominant Species that are OBL. FACW or FAC
!I(excluding FAC-) _— ---- 95%- -
1
Remarks: '
1
i I
1
fI
HYDROLOGY
Wetland Hydrology Indicators: �I
_ Recorded Data(Describe in Remarks): Primary Indicators
_Stream,Lake,or Tide Gauge Inundated !I
Aerial Photographs n7_A Saturated in Upper 12 Inches
_Other N.9 Water Marks
A No Recorded Data Available 1 nr,A Drift Lines
�4 Sediment Deposits
/1.4 Drainage Patterns in Wetlands
Field Observations: i Secondary Indicators(2 or more required): j
HC(,_ Oxidized Root Channels in Upper 12 inches
1 Depth of Surface Water: None_(in.) N.A.Water-Stained Leaves
NA_Local Soil Survey Data
Depth to Free Water in Pit: 't on 2 (in.) FAC-Neutral Test
Ao Other(Explain in Remarks)
Depth to Saturated Soil: v ri c (in.)
Remarks:

SOILS Project/Site: _ Page 2 of 2 upland
_I
Map Unit Name
(Series and Phase)Altavista fine sand !y oam _ _ __ Drainage Class: Two/Three
Field Observations
Taxonomy(Subgroup):Aquic Hapludults _ Confirm Mapped Type? Yes No
r
Profile Description:
Depth Matrix Color Mottle Texture,Concretions,
(inches) Horizon (Munsell Moist) Abundance/Contrast Structure,etc.
LFS:v.friable:weak
i 0-7 _ A 10YR 4/2 _ med.granular structure
! Ifs;v.friable;weak
7 - 10 BW 10YR 6/3 med.granular structure
,I --- ---- - -_.- ------------ -- --- ---------- --- fsl;v.friable;weak med
10- 13 BE 10YR 6/4 shk.struc
common medium faint scl;fr;wk.med.
13-23 BT1 10YR 6/6 7.5YR 5/8 subangular blocky struc)
common medium distinct(2.5YR 6/2) scl;friable;wk.med. !
1 23-33 BT2 _ 7.5YR 5/8 _ common medium faint (10YR 6/6) s.bk. struc
I
I
j Hydric Soil Indicators: ri 40 r\e
Histosol _Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other(Explain in Remarks)
L i
'l Remarks:
WETLAND DETERMINATION
H dro hY 9
tic Ve etation Present? ges
(Circle) _ - — (Circle)
Y P
Wetland Hydrology Present? '
Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland? Yes No
Remarks:
Non-wetland site
I
I
i
- - —Approved by HQUSACE 3/92
Land Management Group, Inc. +
Post Office Box 2522 '
Wilmington. N.C. 28402
910-452-0001
fir:

LAND MANAGEMENT GROUP, INC.
DATA FORM
ROUTINE WETLAND DETERMINATION WETLAND
(1987 COE Wetlands Delineation Manual)
Pa g e 1 of 2
Project/Site: WBW FARM Date:08/14/96
Applicant/Owner: TOM WHITFIELD County:DUPLIN
Investigator: TURNER State:NC
Do Normal Circumstances exist on the site? Yes No Community ID: Wetland
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: #3
(If needed,explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Red Maple Tree/Shrub FAC 9.Poison ivy W.Vine FACW
2. Loblolly bay Tree/Shrub FAC— 10.Catbriar W.Vine FAC
3. Black willow Shrub FACW 11.
4. Fetterbush Shrub FAC 12. _
5. Bitter gallberry Shrub FAC 13.
6. Cinnamon fern G.Cover OBL 14.
7. Netted chain fern G.Cover OBL 15.
8. Royal fern G.Cover OBL 16.
i
Percent of Dominant Species that are OBL, FACW or FAC
(excluding FAC—) 100%
Remarks:
1
(HYDROLOGY
I
Wetland Hydrology Indicators:
`_Recorded Data(Describe in Remarks): Primary Indicators
Stream,Lake,or Tide Gauge Inundated
Aerial Photographs Saturated in Upper 12 Inches
Other Water Marks
X No Recorded Data Available X Drift Lines
Sediment Deposits
�~ X Drainage Patterns in Wetlands
i Feld Observations: Secondary Indicators(2 or more required):
I Oxidized Root Channels in Upper 12 inches
Depth of Surface Water: (in.) Water—Stained Leaves
Local Soil Survey Data
Depth to Free Water in Pit: 10 (in.) FAC—Neutral Test
`Other(Explain in Remarks) _.i
Depth to Saturated Soil: 10 (in.)
Remarks:

SOILS Project/Site: WSW FARMS Page 2 of 2 wetland
Map Unit Name
(Series and Phase): Torhunta fine sandy loam Drainage Class: vpd.
Field Observations
Taxonomy(Subgroup):Typic Humaquepts Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Texture,Concretions,
(inches) Horizon (Munsell Moist) Abundance/Contrast Structure,etc.
Ifs.,v.fr;weak
I 0— 12 A 10YR 3/1 — med.granular structure
sl;v.fr.;weak med.
12— 19 BG 10YR 4/2 — suban ular blocky stru
sl;fr.;wk.med.
19—30 BTG 10YR 4/3 sbk
I
Hydric Soil Indicators:
i
Histosol Concretions
` Histic Epipedon X High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
j X Aquic Moisture Regime X Listed on Local Hydric Soils List
X Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low—Chroma Colors Other(Explain in Remarks)
Remarks:
Hydric soil indicators were observed in the field.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No (Circle) (Circle) '
Wetland Hydrology Present? Yes No
Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland? Yes No
s
I Remarks:
i
L�
Approved by HOUSACE 3/92
Owner: WBW FARMS Land Management Group,Inc.
P.O.BOX 96 Post Office Box 2522
PINK HILL,NC 28572 Wilmington,N.C. 28402
910-452-0001
y:
s,

LAND MANAGEMENT GROUP, INC.
DATA FORM
ROUTINE WETLAND DETERMINATION WETLAND
(1987 COE Wetlands Delineation Manual)
Page 1 of 2
Project/Site: WBW FARMS — SAND PIT ROAD—FIELD#2 Date:08/2/96
Applicant/Owner: TOM WHITFIELD County:DUPLIN
Investigator: TURNER State:NC
Do Normal Circumstances exist on the site? Yes No Community ID: Wetland
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:Is the area a potential Problem Area? Yes No Plot ID: #2
(if needed,explain on reverse.)
VEGETATION
{Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Red maple Tree OBL 9.Smilax W.Vine FAC
12. Black gum Tree OBL 10.Netted chain fern G.Cover OBL
3. Yellow poplar Tree FACW 11.Cinnamon fern G.Cover OBL—
ii
4. Sweet gum Tree FAC+ 12.
5. Red maple Tree OBL 13.
i
j 6. Loblolly pine Tree FAC 14. _
7. Ti Ti Shrub FACW 15.
8. Chokeberry _ Shrub FACW_ 16.
4 -
1 Percent of Dominant Species that are OBL, FACW or FAC
`(excluding FAC—) 100% _
(Remarks:
i
{
i
HYDROLOGY
Wetland Hydrology Indicators:
Recorded Data(Describe in Remarks): Primary Indicators
Stream,Lake,or Tide Gauge Inundated
j Aerial Photographs X Saturated in Upper 12 Inches
Other Water Marks
No Recorded Data Available Drift Lines
_ __Sediment Deposits
Drainage Patterns in Wetlands
Feld Observations: Secondary Indicators(2 or more required):
X Oxidized Root Channels in Upper 12 inches
Depth of Surface Water: (in.) Water—Stained Leaves
X Local Soil Survey Data
Depth to Free Water in Pit: 8 (in.) FAC—Neutral Test
Other(Explain in Remarks)
Depth to Saturated Soil: 8 (in.)
Remarks:

SOILS Project/Site: WBW FARMS FIELD#2 Pa e 2 of 2 wetland
Map Unit Name
(Series and Phase): Torhunta fine sandy loam Drainage Class: FIVE
Field Observations
Taxonomy(Subgroup):Typic Humaquepts Confirm Mapped Type? Yes No
i Profile Description:
Depth Matrix Color Mottle Texture,Concretions,
(inches) Horizon (Munsell Moist) Abundance/Contrast Structure,etc.
Ifs;v.fr.;weak
0— 10 A N 2/0 — med. granular structure
Is;v.friable;weak med.
10— 18 _ BG 10YR 4/1 granular
fsl;v.friable;weak med
18—31 BTG 10YR 5/2 sbk.
31 —45 BCG 10YR 4/3 '
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon X High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
X Aquic Moisture Regime X Lasted on Local Hydric Soils List
X Reducing Conditions Lasted on National Hydric Soils List
X Gleyed or Low—Chroma Colors Other(Explain in Remarks)
Remarks:
Hydric soil indicators were observed in the field.
t
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No (Circle) (Circle)
Wetland Hydrology Present? Yes No
Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland? Yes No
Remarks:
404 AREAS LOCATED OUTSIDE OF AREA FOR SPRAY FIELD#2
LIMITS DETERMINED ONSITE INSPECTION 08/95
Approved by HOUSACE 3/92
Owner: WSW FARMS Land Management Group, Inc.
P.O.BOX 98 Post Office Box 2522 ,
PINK HILL,NC 28572 Wilmington, N.C. 28402
910-452-0001
r
i�

r
LAND MANAGEMENT GROUP, INC.
DATA FORM
ROUTINE WETLAND DETERMINATION WETLAND
(1987 COE Wetlands Delineation Manual)
_ Page 1 of 2 _
I
Project/Site: WSW FARMS - SAND PIT ROAD Date:08/2/96
i Applicant/Owner: TOM WHITFIELD County:DUPLIN__ —fl
Investigator: TURNER State:NC
!Do Normal Circumstances exist on the site? Yes No Community ID: Wetland
I Is the site significantly disturbed (Atypical Situation)? Yes No Transed ID:
!Is the area a potential Problem Area? Yes No Plot ID: -
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Loblolly pine Tree FAC 9.Gordonia Shrub- FAC �I
2. Black gum Tree OBL 10.Netted chain fern G. Cover OBL
I �
13. Sweet bay Tree FACW+ 11.Cinnamon fern _ G. Cover OBL
;4. Sweet gum Tree FAC- 12.Royal fern G. Cover OBL
!
5. Red maple —_— Tree OSL ' 13.Smilax W.Vine FAC i
16. Cypress _ Tree FACW+ 14. _ _
1 i
I
!7. Ti Ti Shrub FACW 15. -!
,8. Fettabush Shrub FACW
Percent of Dominant Species that are OBL, FACW or FAC iI
(excluding FAC-) _ 100%
— II
Remarks: !
i
HYDROLOGY
�,- _ -- --- ----- _--_ _ I Wetland Hydrology Indicators: -_--
Recorded Data(Describe in Remarks): Primary Indicators
_ Stream,Lake,or Tide Gauge Inundated
_ -_Aerial Photographs X _Saturated in Upper 12 Inches
Other Water Marks
No Recorded Data Available _Drift Lines
_Sediment Deposits
_Drainage Patterns in Wetlands -j
Feld Observations: Secondary Indicators(2 or more required):
X Oxidized Root Channels in Upper 12 inches
Depth of Surface Water: _(in.) Water-Stained Leaves !
X Local Soil Survey Data 1
Depth to Free Water in Pit: 8 _(in.) FAC-Neutral Test
Other(Explain in Remarks) 'I
Depth to Saturated Soil: 8 (in.)
Remarks:
i

SOILS Pro'ect/Site: WSW FARMS Page 2 of 2 wetland
Map Unit Name
(Series and Phase): Torhunta fine sandy loam Drainage Class: FIVE
Field Observations i
Taxonomy(Subgroup):Typic HumNuepts Confirm Mapped Type? Yes No
I
Profile Description:
I Depth Matrix Color Mottle Texture,Concretions,
(inches) Horizon _ (Munsell Moist) Abundance/Contrast _ Structure,etc.
Ifs;v.fr.;weak i
0— 10 A N 2/0 —_ _ _ — _— med.granular structure
Is;v.friable;weak med.{
10— 18 _ BG 10YR 4/1 — granular
fsl;v.friable;weak med
1 18—31 _ BTG 10YR 5/2 sbk. ;
131 —45 BCG 10YR 4/3 I
I
i
i
f �
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon X High Organic Content in Surface Layer in Sandy Soils {�
SuIfidic Odor Organic Streaking in Sandy Soils
X Aquic Moisture Regime X Lasted on Local Hydric Soils List al
X Reducing Conditions Lasted on National Hydric Soils List !
X Gleyed or Low—Chroma Colors __Other(Explain in Remarks) !
I 1
I Remarks: r1
Hydric soil indicators were observed in the field. j
WETLAND DETERMINATION _
Hydrophytic Vegetation Present? ges.
No (Circle) (Circle)
Wetland Hydrology Present? No !
j Hydric Soils Present? No I Is this Sampling Point Within a Wetland? Yes No
I
Remarks:
i
l PROJECT LIMIT OUTSIDE OF 404 AREAS.
l LIMITS DETERMINED ONSITE INSPECTION 12/95 f 1
I�
;!
Approved by HOUSACE 3/92
Owner: WSW FARMS Land Management Group, Inc.
P.O. BOX 98 Post Office Box 2522
PINK HILL,NC 28572 Wilmington, N.C. 28402
910-452-0001

AGRI MENT SERVICES INC.
Soils Investigation
NAME _ M DATE1,9(�
ADDRESS o?9sy iVC. /j/ IF yo 3
LOCATION
SKETCH OF PROJECT SITE
v
WATER TABLE _ * BORINGS
1 2-- 3
0-1 5--= Sn--
1-22-3 --
s=
3-4
5-6 -SK - SM _ s=
6-7 7-8 Sh SM ----
-9 CAb�
9-10
10-11 ---
11-12
12-13 -'
13-14
14-15
Borings made by A Agriment Technician Rgoz
Remarks:- sc
oMrow 4 is
w d� wWceb Cans

i
(Ohl"
AGRIMENT SERVICES INC.
Soils Investigation
NAME AIZAI DATE G
ADDRESS o29sy NG IJ/ f yo3 _
LOCATION SAC-- 0 . oy e, a SYso�f
SKETCH OF PROJECT SITE
(-3)
WATER TABLE _ * BORINGS
� � 3
0-1 _ S`
1-2 �l`t
- _ A_ S-
3-4 sa
4-5 -_Sh
5-6 .sK
6-7 � - sM S=
7-8 - Sh sn
9 s s= br
9-10
10-11 —.—.
11-12
12-13
13-14 —_
14-15 --
Borings made by A Agriment Technician R�K
Remarks:__ Awn SC q ;p

1 1
N o R1 W 4> U1 a� -1 00
+ + + F 1 + i + t + +
O O O O O O O O O O o
O O O O O O O O O O O
ro w
t w
CO
0
t D
o D
0
0
t
c D
Co.
o�
0
TBM EL V
ro 59.33
o n
0
+
0
0
1
O
.A
t!*1 -
0
CD
BOTTOM ELEVATIEN 54.0
Is
0
0
5
m
o LOCATION OF POINTS
POINT X-CORD GRID Y-CORD ELEV. 6
1 326.00 D+26 -34.00 54.7
2 290.00 C+90 -70.00 66.0
+o= 3 383.44 D+83.44 -34.00 54.0
0 4 410.00 E+10 -70.00 66.0
5 608.49 G+08.49 695.18 54.0 f
6 660.00 6+66 740.00 66.0 ,��� rA D o
7 326.00 Dt26 G49.37 54.0 ��• Vr1([ 1
4 ••
8 290.00 C+90 680.00 66.0 .°••Ot+
s
�D 7 0
t L O
� r
NOTE: DIVERT WATER AS SHOWN BY ARROWS. it (c%sop
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WBW NUMBER 3 - 2400 FARROW TO WEAN SWINE FARM
AGRIMENT SERVICES INC. HERBERT C. FOX) JR.) P.E.
P.O. BOX t096 302-A COLUMBIA AVE.
BEVLAVILLE, NC 2851. 8 _ CAROLINA BEACH, NC 2842
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AGRIMI,Xl' ��I�;.l �'I('I}; � I N C. HER.BER].' C. MX)
P.O. Hox 1096' 302—A COLUMBIA AVE.
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PROPOSED SWINE FARM LOCATION
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aLAGOON
THE 100 YEAR FLOOD HAZARD ELEVATION 400 s
AS DETERMINED BY THE U.S. ARMY CORPS '9 I 62' ELEVATION CONTOUR
OF ENGINEERS IS 62' ABOVE SEA LEVEL. S f WOODS
THE BENCHMARK USED IS N.C.G.S. "PRICE' 300 M
WITH A PUBLISHED ELEVATION OF 124.34.'
THE FLOOD HAZARD ELEVATION IS DEPICTED v
ON THIS PLAT AS A DASHED LINE. 200
1, BRENT H. WHITFIELD, L-3589 CERTIFY V k
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THAT THE PROPOSED SITE AS SHOWN
DOES NOT LIE WITHIN THE 100 YEAR
100
FLOOD HAZARD AREA BASED ON THE
INFORMATION STATED ABOVE.
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BREW WHI MELD & ASSOCIA TES DATE AUGUST 27, 1996 TOWNSHIP — KENANSI&LE LRAFT
LOOD.DWG SURVEY OF FLOOD ELEVATION FOR:
P.O. BOX 261 409 N. NORWOOD ST. COUNTY — DUPLIN — BHWWALLACE, NC 28466 WBW FARMS, INC.
[phone] SCALE.• 1 INCH — 200 FT. STATE — NORTH CAROLINA K — BHW

W B W !Farms. Ingo.
P.O.Boot M
Pink lip.Norm Cwoibu 28M
910.29&1033
Fe3C 910-60 4=sail:a tta0t .bons�t.com
January 2, 1997
Mr.Robert W.Swtatt
432 Claymont Street SE
Concord,North Carolina 28025
Dear Mr.Sum":
Per the riles and regulations of the State of North Carolina specifically GS 106405 we are providing you
as an adjoining land owner,by certified mail,the following information pertaining to our proposed swine
form.
1. Name and address of person(s)intending to build the operation:
W B W Farms,Inc.
P.O.Box 98
Pink Hill,North Carolina 28572
2. Type of swine form:Farrow to Wean
Design Capacity:2400 sow
3. Name and address of Technical Specialist preparing the waste management plan:
Ronnie G.Kennedy Jr.
P.O.Box 1096
BeulaviUe,North Carolina 28518
4. Physical Location of Proposed Facility:
on 675+acre lot on south side of highway 11 and 943,eight miles north of
Kenansville
5. Address of local Soil and Water Conservation District:
Duplin County,SWCD
P.O.Box 277
Kenansville,North Carolina 28349

Page 2
January 2, IM
6 Other Information
This above mentioned rules and regulations provide that any Aoinistg
property owners or person owning property located across a public road or
street ffom the swine farm may submit written comments to the
Division of Water Quality,Dcparunent of Health,and Nature l Resources.
We assure you we will strive to be good neighbors and follow all local;state,and federal rules concerning
this operation.
Sincerely,
C.'Thomas Whitfield
President

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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