310328_Application_20240219

P
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, 2024,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 3,2024.
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. Certificate Of Coverage Number: AWS310328
2. Facility Name: W S Matthews Farms 42� _ r7A.4m it l
3. Permittee's Name(same as on the Waste Management Plan): W S Matthews Farms Inc
4. Permittee's Mailing Address: 235 Billy Matthews Ln
City: Turkey State: NC Zip: 28393
Telephone Number: 910-990-3922 Ext. E-mail:
5. Facility's Physical Address: 5$916 Qe'rAj V,1vf.v, --k
City: Warsaw State: NC Zip: 28398
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner):
8. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): James Brent Rhodes Phone No.: 910-271-4681 OIC#: 1011706
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-Feeder to Finish 4,896
Swine-Wean to Feeder 5,200
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area 'Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
NEW(SM) Lagoon 4/10/1997 Full,clay 394,307.00 55,024.00 30.00
NURSERY 1 Lagoon 1/1/1994 Full,clay 138,360.00 43,560.00 19.50
NURSERY 2 Lagoon 1/1/1994 Full,clay 138,360.00 43,560.00 19.50
OLD(LG) Lagoon 11/18/1993 Full,clay 764,317.00 91,575.00 20.00
Submit 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), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1.The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2.A site map/schematic
3.Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6.Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7.Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may be
applicable to your facility.
8.Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list,please include the additional components with your submittal.
(e.g.composting,digesters,solids separators,sludge drying system,waste transfers,etc.)
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.

0
r
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.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation):
Name(Print): /,�l-. ���°-1 Title:
Signature: I G - Date: 2- �!2 yZ
Name(Print): Title:
Signature: Date:
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636

Nutrient Management Plan For Animal Waste Utilization
02-08-2016
This plan has been prepared for: This plan has been developed by:
WS Matthews (Farm #1) Greer Moore
WS Matthews, Inc. WS Matthews, Inc. Clear Run Farms Consulting Services Inc.
260 Billy Matthews Lane PO Box 338
Turkey, NC 28393 Harrells, NC 28444
[phone] (910)385 456
Developer 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.
�-/ 7Y( /.S' /
Signature(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture-Natural Resources C nservation Service or the standard of practices
adopted by the Soil and Water C servation Commission.
Plan Approved By: ��
/�
Technical Specialist Sign a Date
392947 Database Version 3.1 Date Printed: 02-08-2016 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.
S5 Swine Nursery Lagoon Liquid waste generated 993,200 gals/year by a 5,200 animal
Swine Nursery Lagoon Liquid operation. This production facility has waste storage
capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 2288
Incorporated 3929
Injected 4326
Irrigated 2486
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied (lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 2,486 8833 -6,347 3,528,246 -2,535,046
Year 2 2,486 11629 -9,143 4,645,233 -3,652,033
S7 Swine Feeder-Finish Lagoon Liquid waste generated 4,538,592 gals/year by a 4,896
animal Swine Finishing Lagoon Liquid operation.This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 10453
Incorporated 17953
Injected 19771
Irrigated 11362
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied (lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 11,362 4520 6,842 1,805,321 2,733,271
Year 2 11,362 4259 7,103 1,701,406 2,837,186
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.
392947 Database Version 3.1 Date Printed: 02-08-2016 Source Page 1 of 1

WS Matthews Farms Farm#1 (31-328)
Producer has option of planting a Winter Cover.............should WC be turned under,
only 30 lbs. PAN per acre is allowed, and must be deducted from the following PAN rate
of next crop planted. If there are plans to harvest the WC for hay, 100 lbs. PAN per acre
is allowed(maintain all crop yields). Should the WC be grazed off, 75 lbs. PAN per acre
is allowed.
3/11/17
Greer Moore
Technical Specialist

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
2167 1 3.31 3.31 N/A Foreston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
2167 10 6.18 6.18 N/A Woodington Corn,Grain 110 bu.
Wheat,Grain 50 bu.
Soybeans,Manured,Double Crop 29 bu.
2167 11 2.49 2.49 N/A Woodington Corn,Grain 110 bu.
Wheat,Grain 50 bu.
Soybeans,Manured,Double Crop 29 bu.
2167 12 3.601 3.60 N/A Woodington Com,Grain 110 bu.
Wheat,Grain 50 bu.
Soybeans,Manured,Double Crop 29 bu.
2167 13 2.82 2.82 N/A Woodington Corn,Grain 110 bu.
Wheat,Grain 50 bu.
Soybeans,Manured,Double Crop 29 bu.
2167 14 4.13 4.13 N/A Woodington Corn,Grain 110 bu.
Wheat,Grain 50 bu.
Soybeans,Manured,Double Crop 29 bu.
2167 15 4.79 4.79 N/A Woodington Corn,Grain 110 bu.
Wheat,Grain 50 bu.
Soybeans,Manured,Double Crop 29 bu.
2167 2 3.151 3.15 N/A Foreston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
2167 3 3.27 3.27 N/A Foreston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
2167 4 3.88 3.88 N/A Foreston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
2 667 5 4.61 4.61 N/A Foreston Com,Grain 120 bu.
392947 Database Version 3.1 Date Printed,2/8/2016
PCs Page 1 of 3
NOTE: Symbol*means user entered data.

Planned Crops Summary
Total seable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
2167 6 4.03 4.03 N/A Foreston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
2167 7 4.79 4.79 N/A Foreston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
2167 8 5.01 5.01 N/A Woodington Corn,Grain 110 bu.
Wheat,Grain 50 bu.
Soybeans,Manured,Double Crop 29 bu.
2167 9 6.181 6.18 N/A Woodington Corn,Grain 110 bu.
Wheat,Grain 50 bu.
Soybeans,Manured,Double Crop 29 bu.
2167 Field 5(b 14.29 14.29 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
2167 Subl 5.00 5.00 N/A Foreston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
2167 Sub2 3.19 3.19 N/A Woodington Corn,Grain 110 bu.
Wheat,Grain 50 bu.
Soybeans,Manured,Double Crop 29 bu.
2167 Sub3 1.97 1.97 N/A Woodington Corn,Grain 110 bu.
Wheat,Grain 50 bu.
Soybeans,Manured,Double Crop 29 bu.
2167 Sub4 1 3.391 3.39 N/A Woodington Corn,Grain 110 bu.
Wheat,Grain 50 bu.
Soybeans,Manured,Double Crop 29 bu.
PLAN TOTALS: 90.08 90.08
392947 Database Version 3.1 Date Printed 2/8/2016
PCs Page 2 of 3
NOTE: Symbol*means user entered data.

LI Potential Leaching Technical Guidance
<2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>=2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<=10 soluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
> 10 considered Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Term No-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffer(391).
392947 Database Version 3.1 Date Printed 2/8/2016
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
crAnd needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Canm Res. Manure Liquid Solid Liquid Solid
PA Pert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (Ibs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N I gal/A Tons 1000 gals tons
2167 1 S5 Foreston 3.31 3.31 Corn,Grain 120 bu. 2/15-6/30 137 0 20 brig. 80 31.96 0.00 105.77 0.00
2167 1 S7 Foreston 3.31 3.31 Corn,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 37 14.78 0.00 48.92 0.00
2167 1 S5 Foreston 3.31 3.31 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 30 11.98 0.00 39.66 0.00
2167 1 S7 Foreston 3.31 3.31 Wheat,Grain 55 bu. 9/14/30 115 0 0 Irrig. 20 7.99 0.00 26.44 0.00
2167 10 S5 Woodington 6.18 6.18 Corn,Grain 110 bu. 2/15-6/30 119 0 20 brig. 68 27.16 0.00 167.86 0.00
2167 10 S7 Woodington 6.18 6.18 Corn,Grain 110 bu. 2/15-6/30 119 0 20 brig. 31 12.38 0.00 76.53 0.00
2167 10 S5 Woodington 6.18 6.18 Wheat,Grain 50 bu. 9/14/30 96 0 0 Irrig. 25 10.07 0.00 62.21 0.00
2167 10 S7 Woodington 6.18 6.18 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 hrig. 17 6.59 0.00 40.731 0.00
2167 11 S5 Woodington 2.49 2.49 Corn,Grain 110 bu. 2/15-6/30 119 0 20 Irrig. 68 27.16 0.00 67.63 0.00
2167 11 S7 Woodington 2.49 2.49 Corn,Grain 110 bu. 2/15-6/30 119 0 20 Irrig. 31 12.38 0.00 30.83 0.00
2167 11 S5 Woodington 2.49 2.49 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 brig. 25 10.07 0.00 25.06 0.00
2167 11 S7 Woodington 2.491 2.49 Wheat,Grain 50 bu. 9/14/30 96 0 0 Irrig. 17 6.59 0.00 16.41 0.00
2167 12 S5 Woodington 3.60 3.60 Corn,Grain 110 bu. 2/15-6/30 119 0 20 Irrig. 68 27.16 0.00 97.78 0.00
2167 12 S7 Woodington 3.60 3.60 Corn,Grain 110 bu. 2/15-6/30 119 0 20 brig. 31 12.38 0.00 44.58 0.00
2167 12 SS Woodington 3.60 3.60 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 25 10.07 0.00 36.24 0.00
2167 12 S7 Woodington 3.60 3.60 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 17 6.59 0.00 23.73 0.00
392947 Database Version 3.1 Date Printed: 2/8/2016 AUT Page 1 of 9

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) (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
2167 13 S5 Woodington 2.82 2.82 Corn,Grain 110 bu. 2/15-6/30 119 0 20 Irrig. 68 27.16 0.00 76.60 0.00
2167 13 S7 Woodington 2.82 2.82 Corn,Grain 110 bu. 2/15-6/30 119 0 20 Irrig. 31 12.38 0.00 34.92 0.00
2167 13 S5 Woodington 2.82 2.82 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 25 10.07 0.00 28.39 0.00
2167 13 S7 Woodington 2.82 2.82 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig, 17 6.59 0.00 18.59 0.00
2167 14 S5 Woodington 4.13 4.13 Corn,Grain 110 bu. 2/15-6/30 119 0 20 brig. 68 27.16 0.00 112.18 0.00
2167 14 S7 Woodington 4.13 4.13 Corn,Grain 110 bu. 2/15-6/30 119 0 20 Irrig. 31 12.38 0.00 51.14 0.00
2167 14 S5 Woodington 4.13 4.13 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 25 10.07 0.00 41.57 0.00
2167 14 S7 Woodington 4.13 4.13 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 17 6.59 0.00 27.22 0.00
2167 15 S5 Woodington 4.79 4.79 Corn,Grain 110 bu. 2/15-6/30 119 0 20 brig. 68 27.16 0.00 130.11 0.00
2167 15 S7 Woodington 4.79 4.79 Corn,Grain 110 bu. 2/15-6/30 119 0 20 Irrig. 31 12.38 0.00 59.31 0.00
2167 15 S5 Woodington 4.79 4.79 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 25 10.07 0.00 48.22 0.00
2167 15 S7 Woodington 4.79 4.79 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 17 6.59 0.00 31.57 0.00
2167 2 S5 Foreston 3.15 3.15 Corn,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 80 31.96 0.00 100.66 0.00
2167 2 S7 Foreston 3.15 3.15 Corn,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 37 14.78 0.00 46.56 0.00
2167 2 S5 Foreston 3.15 3.15 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 30 11.98 0.00 37.75 0.00
2167 2 S7 Foreston 3.15 3.15 Wheat,Grain 55 bu. 9/14/30 115 0 0 Irrig. 20 7.99 0.00 25.17 0.00
2167 3 S5 Foreston 3.27 3.27 Corn,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 80 31.96 0.00 104.49 0.00
2167 3 S7 Foreston 3.27 3.27 Corn,Grain 120 bu. 2/15-6/30 137 0 20 Trig. 37 14.78 0.00 48.33 0.00
2167 3 SS Foreston 3.27 3.27 Wheat,Grain 55 bu. 9/14/30 115 0 0 Irrig. 30 11.98 0.00 39.19 0.00
2167 3 S7 Foreston 3.27 3.27 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 20 7.99 0.00 26.12 0.00
2167 4 SS Foreston 3.88 3.88 Corn,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 80 31.96 0.00 123.99 0.00
2167 4 S7 Foreston 3.88 3.88 Corn,Grain 120 bu. 2/15-6/30 137 0 20 brig. 37T 4.78 0.00 57.34 0.00
392947 Database Version 3.1 Date Printed: 2/8/2016 WUT Page -if 9

Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (Ibs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field D Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
2167 4 S5 Foreston 3.88 3.88 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 30 11.98 0.00 46.49 0.00
2167 4 S7 Foreston 3.88 3.88 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 brig. 20 7.99 0.00 31.00 0.00
2167 5 S5 Foreston 4.61 4.61 Com,Grain 120 bu. 2/15-6/30 137 0 20 .1trig. 80 31.96 0.00 147.31 0.00
2167 5 S7 Foreston 4.61 4.61 Corn,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 37 14.78 0.00 68.13 0.00
2167 5 S5 Foreston 4.61 4.61 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 brig. 30 11.98 0.00 55.24 0.00
2167 5 S7 Foreston 4.61 4.61 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 brig. 20 7.99 0.00 36.83 0.00
2167 6 S5 Foreston 4.03 4.03 Corn,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 80 31.96 0.00 128.78 0.00
2167 6 S7 Foreston 4.03 4.03 Corn,Grain 120 bu. 2/15-6/30 137 0 20 brig. 37 14.78 0.00 59.56 0.00
2167 6 S5 Foreston 4.03 4.03 Wheat,Grain 55 bu. 9/14/30 115 0 0 Irrig. 30 11.98 0.00 48.29 0.00
2167 6 S7 Foreston 4.03 4.03 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 1 Irrig. 20 7.99 0.00 32.20 0.00
2167 7 S5 Foreston 4.79 4.79 Corn,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 80 31.96 0.00 153.07 0.00
2167 7 S7 Foreston 4.79 4.79 Corn,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 37 14.78 0.00 70.79 0.00
2167 7 S5 Foreston 4.79 4.79 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 brig. 30 11.98 0.00 57.40 0.00
2167 7 S7 Foreston 4.79 4.79 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 20 7.99 0.00 38.27 0.00
2167 8 S5 Woodington 5.01 5.01 Corn,Grain 110 bu. 2/15-6/30 119 0 20 Irrig. 68 27.16 0.00 136.08 0.00
2167 8 S7 Woodington 5.01 5.01 Com,Grain 110 bu. 2/15-6/30 119 0 20 Irrig. 31 12.38 0.00 62.04 0.00
2167 8 S5 Woodington 5.01 5.01 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 25 10.07 0.00 50.43 0.00
2167 8 S7 Woodington 5.01 5.01 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 17 6.59 0.00 33.02 0.00
2167 9 S5 Woodington 6.18 6.18 Corn,Grain 110 bu. 2/15-6/30 119 0 20 brig. 68 27.16 0.00 167.86 0.00
2167 9 S7 Woodington 6.18 6.18 Com,Grain 110 bu. 2/15-6/30 119 0 20 brig. 31 12.38 0.00 76.53 0.00
2167 9 S5 Woodington 6.18 6.18 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 1 brig. 25 10.07 0.00 62.21 0.00
2167 9 S7 Woodington 6.18 6.18 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 brig. 17 6.59 O.00F 40.73 0.00
392947, Database Version 3.1 Date Printed: 2/8/2016 WUT Page 3 Qf 9

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)
(lbs/A) (Ibs/A) (lbs/A)
Source Total Use. Applic. Applic. I000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
2167 Field 5(b SS Autryville 14.29 14.29 Com,Grain 85 bu. 2/15-6/30 104 0 20 brig. 58 23.17 0.00 331.07 0.00
2167 Field 5(b S7 Autryville 14.29 14.29 Corn,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 26 10.39 0.00 148.41 0.00
2167 Field 5(b SS Autryville 14.29 14.29 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 27 10.86 0.00 155.26 0.00
2167 Field 5(b S7 Autryville 14.29 14.29 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 18 7.19 0.00 102.74 0.00
2167 Subl SS Foreston 5.00 5.00 Corn,Grain 120 bu. 2/15-6/30 137 0 20 brig. 81 32.36 0.00 161.77 0.00
2167 Sub S7 Foreston 5.00 5.00 Corn,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 36 14.38 0.00 71.90 0.00
2167 Sub SS Foreston 5.00 5.00 Wheat,Grain 55 bu. 9/14/30 115 0 0 Irrig. 30 11.98 0.00 59.92 0.00
2167 Subl S7 Foreston 5.00 5.00 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig, 20 7.99 0.00 39.94 0.00
2167 Sub2 SS Woodington 3.19 3.19 Corn,Grain 110 bu. 2/15-6/30 119 0 20 Irrig. 69 27.56 0.00 87.92 0.00
2167 Sub2 S7 Woodington 3.19 3.19 Corn,Grain 110 bu. 2/15-6/30 119 0 20 Irrig. 30 11.98 0.00 38.23 0.00
2167 Sub2 SS Woodington 3.19 3.19 Wheat,Grain 50 bu. 9/14/30 96 0 0 brig. 25 10.07 0.00 32.11 0.00
2167 Sub2 S7 Woodington 3.19 3.19 Wheat,Grain 50 bu. 9/14/30 96 0 0 Irrig. 17 6.59 0.00 21.02 0.00
2167 Sub3 SS Woodington 1.97 1.97 Corn,Grain 110 bu. 2/15-6/30 119 0 20 Irrig. 69 27.56 0.00 54.30 0.00
2167 Sub3 S7 Woodington 1.97 1.97 Corn,Grain 110 bu. 2/15-6/30 119 0 20 Irrig. 30 11.98 0.00 23.61 0.00
2167 Sub3 S5 Woodington 1.97 1.97 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 brig. 25 10.07 0.00 19.83 0.00
2167 Sub3 S7 Woodington 1.97 1.97 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 17 6.59 0.00 12.98 0.00
2167 Sub4 S5 Woodington 3.39 3.39 Corn,Grain 110 bu. 2/15-6/30 119 0 20 Irrig. 69 27.56 0.00 93.43 0.00
2167 Sub4 S7 Woodington 3.39 3.39 Corn,Grain 110 bu. 2/15-6/30 119 0 20 brig. 30 11.98 0.00 40.62 0.00
2167 Sub4 S5 Woodington 3.39 3.39 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 brig. 25 10.07 0.00 34.12 0.00
2167 Sub4 S7 Woodington 3.39 3.39 Wheat,Grain 50 bu. 9/1-4/30 1 96 0 0 1 brig. 17 6.59 0.00 22.34 0.00
3929AZ Database Version 3.1 Date Printed:2/8/2016
� WUT Page 41. of 9

NVAfft_Xtilization Table Year 1
itrcgen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
Total Applied,1000 gallons 5,333 57
Total Produced,1000 gallons 5,531 79
Balance,1000 gallons 198.22
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.
39294" Database Version 3.1 Date Printed: 2/8/2016 WUT Page 5 of 9

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 pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. ]000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
2167 I S5 Foreston 3.31 3.31 Wheat,Grain 55 bu. 9/14/30 115 0 0 Irrig, 45 17.97 0.00 59.50 0.00
2167 1 S7 Foreston 3.31 3.31 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 20 7.99 0.001 26.44 0.00
2167 1 S5 Foreston 3.31 3.31 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 In•ig. 100 39.94 0.00 132.22 0.00
2167 1 S7 Foreston 3.31 3.31 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 brig. 33 13.18 0.00 43.63 0.00
2167 10 S5 Woodington 6.18 6.18 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 38 15.10 0.00 93.31 0.00
2167 10 S7 Woodington 6.18 6.18 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 brig. 17 6.59 0.00 40.73 0.00
2167 10 S5 Woodington 6.18 6.18 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 112 0 0 brig. 84 33.55 0.00 207.36 0.00
2167 10 S7 Woodington 6.18 6.18 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 112 0 0 brig. 28 11.18 0.00 69.12 0.00
2167 11 S5 Woodington 2.49 2.49 Wheat,Grain 50 bu. 9/14/30 96 0 0 brig. 38 15.10 0.00 37.60 0.00
2167 11 S7 Woodington 2.49 2.49 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 brig. 17 6.59 0.001 16.41 0.00
2167 11 S5 Woodington 2.49 2.49 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 112 0 0 Irrig. 84 33.55 0.00 83.55 0.00
2167 11 S7 Woodington 2.49 2.49 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 112 0 0 Irrig. 281 11.18 0.00 27.85 0.00
2167 12 SS Woodington 3.60 3.60 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 38 15.10 0.00 54.36 0.00
2167 12 S7 Woodington 3.60 3.60 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 brig. 17 6.59 0.00 23.73 0.00
2167 12 SS Woodington 3.60 3.60 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 112 0 0 brig. 84 33.55 0.00 120.79 0.00
2167 12 S7 Woodington 3.60 3.60 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 112 0 0 Irrig. 28 11.18 0.00 40.26 0.00
2167 13 S5 Woodington 2.82 2.82 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 brig. 38 15.10 0.00 42.58 0.00
2167 13 S7 Woodington 2.82 2.82 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 brig. 17 6.59 0.00 18.59 0.00
2167 13 S5 Woodington 2.82 2.82 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 112 0 0 Irrig. 84 33.55 0.00 94.62 0.00
2167 13 S7 Woodington 2.82 2.82 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 112 0 0 brig. 28 11.18 0.00 31.54 0.00
2167 14 S5 Woodington 4.13 4.13 Wheat,Grain 50 bu. 9/14/30 96 0 0 Irrig. 38 15.10 0.00 62.36 0.00
2167 14 S7 Woodington 4.13 4.13 Wheat,Grain 50 bu. 9/1 4/30 96 0 0 brig. 17 6.59 0.00 27.22 0.00
392947 Database Version 3.1 Date Printed:2/8/2016 WUT Page 9

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 pplied Applied Applied Applied
Regd 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
2167 14 S5 Woodington 4.13 4.13 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 112 0 0 Irrig. 84 33.55 0.00 138.57 0.00
2167 14 S7 Woodington 4.13 4.13 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 112 0 0 Irrig. 28 11.18 0.00 46.19 0.00
2167 15 S5 Woodington 4.79 4.79 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 38 15.10 0.00 72.32 0.00
2167 15 S7 Woodington 4.79 4.79 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 17 6.59 0.00 31.57 0.00
2167 15 SS Woodington 4.79 4.79 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 112 0 0 Irrig. 84 33.55 0.00 160.72 0.00
2167 15 S7 Woodington 4.79 4.79 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 112 0 0 brig. 28 11.18 0.00 53.57 0.00
2167 2 SS Foreston 3.15 3.15 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 brig. 45 17.97 0.00 56.62 0.00
2167 2 S7 Foreston 3.15 3.15 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 20 7.99 0.00 25.17 0.00
2167 2 S5 Foreston 3.15 3.15 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 100 39.94 0.00 125.82 0.00
2167 2 S7 Foreston 3.15 3.15 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 33 13.18 0.00 41.52 0.00
2167 3 S5 Foreston 3.27 3.27 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 45 17.97 0.00 58.78 0.00
2167 3 S7 Foreston 3.27 3.27 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 20 7.99 0.00 26.12 0.00
2167 3 SS Foreston 3.27 3.27 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 100 39.94 0.00 130.62 0.00
2167 3 S7 Foreston 3.27 3.27 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 33 13.18 0.00 43.10 0.00
2167 4 S5 Foreston 3.88 3.88 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 45 17.97 0.00 69.74 0.00
2167 4 S7 Foreston 3.88 3.88 Wheat,Grain 55 bu. 9/14/30 115 0 0 Irrig. 20 7.99 0.00 31.00 0.00
2167 4 S5 Foreston 3.88 3.88 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 100 39.94 0.00 154.98 0.00
2167 4 S7 oreston 3.88 3.88 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 33 13.18 0.00 51.14 0.00
2167 5 S5 Foreston 4.61 4.61 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 45 17.97 0.00 82.86 0.00
2167 5 S7 oreston 4.61 4.61 Wheat,Grain 55 bu. 9/14/30 115 0 0 Irrig. 20 7.99 0.00 36.83 0.00
2167 5 S5 Foreston 4.61 4.61 Soybeans,Manured,Double Crop Ej34 bu. 4/1-9/15 133 0 0 Irrig. 100 39.94 0.00 184.14 0.00
2167 5 S7 Foreston 4.61 4.61 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 brig. 33 13.18 0.00 60.77 0.00
392947, Database Version 3.1 Date Printed: 2/8/2016 WUT Page 7 -f 9

Waste Utilization Table Year 2
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure M> :,
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
2167 6 SS Foreston 4.03 4.03 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 45 17.97 0.00 72.44 0.00
2167 6 S7 Foreston 4.03 4.03 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 20 7.99 0.00 32.20 0.00
2167 6 SS Foreston 4.03 4.03 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 100 39.94 0.00 160.981 0.00
2167 6 S7 Foreston 4.03 4.03 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 33 13.18 0.00 53.12 0.00
2167 7 SS Foreston 4.79 4.79 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 45 17.97 0.00 86.10 0.00
2167 7 S7 Foreston 4.79 4.79 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 20 7.99 0.00 38.27 0.00
2167 7 SS Foreston 4.79 4.79 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 100 39.94 0.00 191.33 0.00
2167 7 S7 Foreston 4.79 4.79 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 33 13.18 0.00 63.14 0.00
2167 8 S5 Woodington 5.01 5.01 Wheat,Grain 50 bu. 9/14/30 96 0 0 Irrig. 38 15.10 0.00 75.65 0.00
2167 8 S7 Woodington 5.01 5.01 Wheat,Grain 50 bu. 9/14/30 96 0 0 Irrig. 17 6.59 0.00 33.02 0.00
2167 8 SS Woodington 5.01 5.01 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 112 0 0 Irrig. 84 33.55 0.00 168.10 0.00
2167 8 S7 Woodington 5.01 5.01 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 112 0 0 Irrig. 28 11.18 0.00 56.03 0.00
2167 9 S5 oodington 6.18 6.18 Wheat,Grain 50 bu. 9/14/30 96 0 0 Irrig. 38 15.10 0.00 93.31 0.00
2167 9 S7 Woodington 6.18 6.18 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 17 6.59 0.00 40.73 0.00
2167 9 SS Woodington 6.18 6.18 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 112 0 0 Irrig. 84 33.55 0.00 207.36 0.00
2167 9 S7 Woodington 6.18 6.18 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 112 0 0 brig. 28 11.18 0.00 69.12 0.00
2167 Field 5(b SS Autryville 14.29 14.29 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 41 16.30 0.00 232.89 0.00
2167 Field 5(b S7 Autryville 14.29 14.29 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 brig. 18 7.19 0.00 102.74 0.00
2167 Field 5(b SS Autryville 14.29 14.29 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 brig. 75 29.96 0.00 428.10 0.00
2167 Field 5(b S7 Autryville 14.29 14.29 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 25 9.99 0.00 142.70 0.00
2167 Subl SS oreston 5.00 5.00 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 45 17.97 0.00 89.87 0.00
2167 Subl S7 Foreston 5.00 5.00 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 20 7.99 0.00 39.94 0.00
3929A'7 Database Version 3.1 Date Printed: 2/8/201 WUT Page -f 9

Waste Utilization Table Year 2
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) (Feld)
(Ibs/A) (Ibs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
2167 Subl S5 Foreston 5.00 5.00 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 brig. 100 39.94 0.00 199.72 0.00
2167 Sub S7 Foreston 5.00 5.00 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 33 13.18 0.00 65.91 0.00
2167 Sub2 S5 Woodington 3.19 3.19 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 38 15.10 0.00 48.17 0.00
2167 Sub2 S7 Woodington 3.19 3.19 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 17 6.59 0.00 21.02 0.00
2167 Su1b2 S5 Woodington 3.19 3.19 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 112 0 0 Irrig. 84 33.55 0.00 107.03 0.00
2167 Sub2 S7 Woodington 3.19 3.19 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 112 0 0 Irrig. 28 11.18 0.00 35.68 0.00
2167 Sub3 S5 Woodington 1.97 1.97 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 38 15.10 0.00 29.75 0.00
2167 Sub3 S7 Woodington 1.97 -1.97 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 17 6.59 0.00 12.98 0.00
2167 Sub3 S5 Woodington 1.97 1.97 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 112 0 0 Irrig. 84 33.55 0.00 66.10 0.00
2167 Sub3 S7 Woodington 1.97 1.97 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 112 0 0 Irrig. 28 11.18 0.00 22.03 0.00
2167 Sub4 S5 Woodington 3.39 3.39 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 38 15.10 0.00 51.19 0.00
2167 Sub4 S7 Woodington 3.39 3.39 Wheat,Grain 50 bu. 9/14/30 96 0 0 Irrig. 17 6.59 0.00 22.34 0.00
2167 Sub4 S5 Woodington 3.39 3.39 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 112 0 0 brig. 1 84 33.55 0.00 113.75 0.00
2167 Sub4 S7 Woodington 3.39 3.39 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 112 0 0 Irrig. 28 11.18 0.00 37.92 0.00
Total Applied,1000 gallons 6,346 64 {
Total Produced,1000 gallons 5,531 79 ....„
Balance,1000 gallons -814 85
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.
392947 Database Version 3.1 Date Printed: 2/8/2016. WUT Page 9 of 9

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source,the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be
used for sludge application. If this is not possible,care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes,phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Nursery Lagoon Sludge-Standard
Corn 120 bu 150 13.16 13.24 26.47 39.71
Hay 6 ton R.Y.E. 300 26.32 6.62 13.24 19.85
Soybean 40 bu 160 14.04 12.41 24.82 37.22
Swine Feeder-Finish Lagoon Sludge-Standard
Corn 120 bu 150 13.16 61.38 122.76 184.13
Hay 6 ton R.Y.E. 300 26.32 30.69 61.38 92.07
Soybean 40 bu 160 14.04 57.54 115.08 172.63
392947 Database Version 3.1 Date Printed: 02-08-2016 Sludge Page 1 of 1

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)
2167 1 Foreston 0.50 1.0
2167 10 Woodington 0.40 1.0
2167 11 Woodington 0.40 1.0
2167 12 Woodington 0.40 1.0
2167 13 Woodington 0.40 1.0
2167 14 Woodington 0.40 1.0
2167 15 Woodington 0.40 1.0
2167 2 Foreston 0.50 1.0
2167 3 Foreston 0.50 1.0
2167 4 Foreston 0.50 1.0
2167 5 Foreston 0.50 1.0
2167 6 Foreston 0.50 1.0
2167 7 Foreston 0.50 1.0
2167 8 Woodington 0.40 1.0
2167 9 Woodington 0.40 1.0
2167 Field 5 (b Autryville 0.60 1.0
2167 Sub 1 Foreston 0.50 1.0
2167 Sub2 Woodington 0.40 1.0
2167 Sub3 Woodington 0.40 1.0
2167 Sub4 Woodington 0.40 1.0
392947 Database Version 3.1 Date Printed 2/8/2016 IAF Page 1 of 1
NOTE: Symbol*means user entered data.

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste StoraLye Capacity
Source Name Swine Feeder-Finish Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 28
1 2 19
1 3 7
1 4 -4
1 5 -16
1 6 -27
1 7 -58
1 8 -89
1 9 -109
1 10 -130
1 11 -150
1 12 -160
2 1 -181
2 2 -199
2 3 -209
2 4 -220
2 5 -234
2 6 -247
2 7 -270
2 8 -284
2 9 -297
2 10 -328
2 11 -358
2 12 -389
*Available Storage Capacity is calculated as of the end of each month.
392947 Database Version 3.1 Date Printed: 02-08-2016 Capacity Page 1 of 2

Available Waste Rome e Capacity
Source Name I Swine Nursery Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 28
1 2 180
1 3 180
1 4 180
1 5 180
1 6 180
1 7 149
1 8 118
1 9 178
1 10 180
1 11 180
1 12 180
2 1 180
2 2 180
2 3 180
2 4 180
2 5 180
2 6 180
2 7 180
2 8 180
2 9 180
2 10 149
2 11 119
2 12 88
*Available Storage Capacity is calculated as of the end of each month.
392947 Database Version 3.1 Date Printed: 02-08-2016 Capacity Page 2 of 2

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
392947 Database Version 3.1 Date Printed:2/8/2016 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.
392947 Database Version 3.1 Date Printed:2/8/2016 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways,waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre-plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
392947 Database Version 3.1 Date Printed:2/8/2016 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.
392947 Database Version 3.1 Date Printed:2/8/2016 Specification Page 4

Crop Notes
The following crop note applies to field(s): 10, 11, 12, 13, 14, 15, 8,9, Sub2, Sub3, Sub4
Corn 1: CP,Mineral Soil, low-leachable
In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10%when
planting no-till.Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool,wet soil,banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-30 Ibs/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): 1,2,3, 4, 5, 6, 7, Sub
Corn 1: CP,Mineral Soil, low-leachable
In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10%when
planting no-till.Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil,banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-30 lbs/acre N and 20-30 Ibs/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.
392947 Database Version 3.1 Date Printed: 02-08-2016 Crop Note Page 1 of 4

The following crop note applies to field(s): Field 5 (b
Corn: CP,Mineral Soil, medium leaching
In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book"and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10%when
planting no-till.Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool,wet soil,banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 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): 10, 11, 12, 13, 14, 15, 8, 9, Sub2, Sub3, Sub4
Wheat: Coastal Plain,Mineral Soil, low-leachable
In the Coastal Plain,wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5%for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10%when planting
no-till.Adequate depth control when planting the wheat is essential.Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions.Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N
should be applied during the months of February-March. The total N is dependent on the soil type.Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 1,2, 3,4, 5, 6, 7, Sub
Wheat: Coastal Plain,Mineral Soil, low-leachable
In the Coastal Plain,wheat should be planted from October 20-November 25.Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5%for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10%when planting
no-till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N
should be applied during the months of February-March. The total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
392947 Database Version 3.1 Date Printed: 02-08-2016 Crop Note Page 2 of 4

The following crop note applies to field(s): Field 5 (b
Wheat: Coastal Plain,Mineral Soil,medium leachable
In the Coastal Plain,wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2"deep and increase the seeding rate by 5%for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10%when planting
no-till.Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book"and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions.Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining
N should be applied during the months of February-March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 10, 11, 12, 13, 14, 15, 8, 9, Sub2, Sub3, Sub4
Double-Crop Soybeans,Coastal Plain: Mineral Soil, low-leachable
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8"drills;4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30"rows
and 8-10 seed/row foot for 3 6" rows. Increase the seeding rate by at least 10%for no-till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-301bs/acre
N are sometimes made at planting to promote early growth and vigor.Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
The following crop note applies to field(s): 1,2, 3,4, 5, 6, 7, Sub
Double-Crop Soybeans,Coastal Plain:Mineral Soil, low-leachable
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety"green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8"drills;4-6 seed/row foot for 15"rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 3 6" 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.
392947 Database Version 3.1 Date Printed: 02-08-2016 Crop Note Page 3 of 4

The following crop note applies to field(s): Field 5 (b
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 24 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 3 6" 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.
392947 Database Version 3.1 Date Printed: 02-08-2016 Crop Note Page 4 of 4

- David
Matthews
Nursery & Finisher I
Scale. 1 =400
9
r 1
Total Field = 9.80 Ac. 13 an use y ' d
r I o ( Lagoon
Well
\ ® w/100'
offset
e
z% 1,nx
42
Total Field = 2.00 Ac. Hag
Well w/100' Houses ✓'� �•
offset / and
t'.� otal Field = 23.22 Ac.
h y�q NOF wrv�
Hog p
Houses �o ' IGS` -`
and House w/200' offset + X'$
Lagoon
Well w/100' offset 5-1 of
Total Field = 13.4CJ pv -Ac. ` \ � w/�¢ Q�o-I 1
a Total Field = 10.64 Ac. IV_k_
se
Total Field = 18.73 Ac. I.O:E ���-� ® �� f$.
Total Field = 14.29 Ac.
7 3 C5o ' D:

Sheet1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: David Matthews - Facility#31-328 County: Duplin
Address: 260 Billy Matthews Lane
Turkey, NC Date: 3/14/2007
Telephone: [phone]
Table 1 -Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number acres Soil Type Slope % Crop(s)( In/hr inches Comments
1 3.31 FoA <5 Bermuda 0.5 .5-1
2 3.15 FoA <5 Bermuda 0.5 .5-1
3 3.27 FoA <5 Bermuda 0.5 .5-1
4 3.88 FoA <5 Bermuda 0.5 .5-1
5 4.61 FoA <5 Bermuda 0.5 .5-1
6 4.03 FoA <5 Row Crops 0.4 .5-1
7 4.79 FoA <5 Row Crops 0.4 .5-1
8 5.01 WoA <5 Row Crops 0.4 .5-1
9 6.18 WoA <5 Row Crops 0.4 .5-1
10 6.18 WoA <5 Row Crops 0.4 .5-1
11 2.49 WoA <5 Row Crops .4.4 .5-1
12 3.6 WoA <5 Row Crops 0.4 .5-1
13 2.82 WoA <5 Row Crops 0.4 .5-1
14 4.13 WoA <5 Row Crops 0.4 .5-1
15 4.79 WoA <5 Row Crops 0.4

Sheec2
TABLE 2 -Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 3" Travellers
Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Field Number ft/min in/hr. Width ft. Length ft feet Inches at Gun psi at reel psi Pattern Comments -Acres per pull
1 3.95 0.56 205 488 300 1.18 50 90 220 3.31
2 3.29 0.41 200 445 300 1.18 50 90 330 3.15
3 3.29 0.41 200 471 300 1.18 50 90 330 3.27
4 3.29 0.41 200 603 300 1.18 50 90 330 3.88
5 3.29 0.41 250 576 300 1.18 50 90 330 4.61
6 3.29 0.41 250 475 300 1.18 50 90 330 4.03
7 3.29 0.41 200 850 300 1.18 50 90 330 4.79
8 3.29 0.41 200 850 300 1.18 50 90 330 5.01
9 3.29 0.41 250 850 300 1.18 50 90 330 6.18
10 3.29 0.41 250 850 300 1.18 50 90 330 6.18
11 3.95 0.56 100 802 300 1.18 50 90 220 2.49
12 3.29 0.41 250 401 300 1.18 50 90 330 3.60
13 3.29 0.41 200 373 300 1.18 50 90 330 2.82
14 3.29 0.41 200 657 300 1.18 50 90 330 4.13
15 3.29 0.41 250 608 300 1.18 50 90 330 4.79
62.24

Sheet4
TABLE 4- Irrigation System Specifications
Traveling Solid Set
Irrigation Gun Irrigation
Flow Rate of Sprinkler m 205
Operating Pressure at Pump (psi) 112.7
Design Precipitation Rate in/hr 0.34
Hose Length feet 1000 xxxxx xx
Type of Speed Compensation Mechanical xxxxx xx
Pump Type PTO, Engine, Electric Engine
Pump Power Requirement hp 24.5
TABLE 5-Thrust Block Specifications
THRUST BLOCK
LOCATION AREA (sq.ft.
90 degree bend 4.94
Dead End 3.5
Tee 2.45
Gate Valve 3.5
45 degree bend 2.66
Pagel

7
Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Murphy- Brown
Address: P.O. Box 759 Rose Hill, NC 28458
Phone: [phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations,pipelines,thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump,traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25'or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This system has been designed to allow for the addition of new dry hydrants as shown on the working
map. Wetted acreage criteria were used for acreage calculations for pulls 1-15 as these pulls are
contained in 'existing'fields.
Setbacks used are in compliance with those in place at the fields were included in the CAWMP for
this farm.
Producer is familiar with the startup,winterization, and R&M requirements of the system used.

3 1 - 3,; Sr)
3 io�vb a�1
J
Operator: David Matthews Possut County: Duplin Date: 06/13/17
Distance to nearest residence(other than owner): 1100.0 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
3672 head (finishing only) x 135 lbs. = 495720 lbs
0 sows(farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. - 0 lbs
Describe other : 0
Total Average Live Weight= 495720 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume= 495720 lbs. ALW x Treatment Volume(CF)/lb.ALW
Treatment Volume(CF)/Ib. ALW= 1 CF/lb. ALW
Volume= 495720 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume= 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)------------------ 555.0
Inside top width (feet)--- --- 165.0
Top of dike elevation (feet)-------------- 54.5
Bottom of lagoon elevation (feet)---------- 42.5
Freeboard (feet) --------- -- 1.0
Side slopes(inside lagoon)--------------- 2.5 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 550.0 160.0 11.0
AREA OF TOP
LENGTH *WIDTH =
550.0 160.0 88000 (AREA OF TOP)
AREA OF BOTTOM
LENGTH *WIDTH =
495.0 105.0 51975 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH *WIDTH *4
522.5 132.5 276925 (AREA OF MIDSECTION *4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION)+AREA BOTTOM) * DEPTH/6
88000.0 276925.0 51975.0 1.8

Total Designed Volume Available= 764317 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length *Width =
555.0 165.0 91575.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area_
TOTAL DA 91575.0 square feet
Design temporary storage period to riod to b e 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume= 495720 lbs. ALW/135 lbs. ALW* 1.37 gal/day 180 days
Volume= 905515 gals. or 121058.2 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= 53418.8 cubic feet
5D. Volume of 25 year-24 hour storm

Volume= 7.5 inches/ 12 inches per foot * DA
Volume= 57234.4 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 121058 cubic feet
5B. 0 cubic feet
5C. 53419 cubic feet
5D. 57234 cubic feet
TOTAL 231711 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7.0 inches
25 year-24 hour rainfall==================> 7.5 inches
Freeboard===================================> 1.0 feet
Side slopes=================================> 2.5 : 1
Inside top length===========================> 555.0 feet
Inside top width============================> 165.0 feet
Top of dike elevation=======================> 54.5 feet
Bottom of lagoon elevation==================> 42.5 feet
Total required volume==========------------->
------------- 727431 cu. ft. "
Actual design volume-----------=============> 764317 cu. ft. "
Seasonal high watertable elevation (SHWT)===> 45.0 feet
Stop pumping elev.__________________________> 50.7 feet "
Must be>or=to the SHWT elev.==========> 45.0 feet
Must be>or=to min. req. treatment el.=> 48.5 feet
Required minimum treatment volume===========> 495720 cu. ft.
Volume at stop pumping elevation============> 532432 cu. ft.
Start pumping elev._________________________> 52.8 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.-24 hr. rainfall==> 707082 cu. ft.
Volume at start pumping elevation===========> 707007 cu. ft.
Required volume to be pumped================> 174477 cu. ft.
Actual volume planned to be pumped==========> 174575 cu. ft.
Min. thickness of soil liner when required==> 1.8 feet
&�,y.,.a 1 b 11
7. DESIGNED BY: "c�,� �(�APPROVED BY:.
DATE: J DATE: U
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:_ y�,,d� ��+ ln5, !CU`� V '� Yy,7

�- 32-g
MURPH"Y FARMS, INC.( C
P.O. Box 759
'Rose Hill, NC 28458
r'hone: 919-289-2111
Calculations By: John Lenfestey
Date: 11/18/93
Farm Operator: Edwin Blanchard
County: Duplin
Distance to nearest residence (other than owner): 1100.0 Feet
INPUT DATA:
Sows (farrow to finish) = 0
Sows (farrow to feeder) = 0
Head (finishing only) = 3,672
Sows (farrow to wean)= 0
Head (wean to feeder)= 0
Seasonal high water table elevation = 45.0 Feet
Storage Volume for sludge accumulation = 0.0 Cu. Ft. (As Per Owner's Request)
Treatment volume (Min. = 1 CF/Lb) = 1.0 CF/Lb Q
Inside top length of dike = 555.00 Feet
nside top width of dike = 165.00 Feet
A'op of Dike Elevation = 54.50 Feet
Bottom of lagoon elevation = 42.50 Feet SL
Freeboard depth of dike = 1.30 Feet ,"-
Side slopes on dike = 2.5 : 1
25 Year — 24 Hour Rainfall = 7.50 Inches
Rainfall in excess of evaporation = 7.00 Inches
Minimum Permanent Storage Depth = 7.75 Feet
CALCULATED DATA:
Minimum treatment volume — livestock = 495,720 Cubic Feet
Vol. of Waste Produced = 121,352 CF
Vol. of Wash Water = 0 CF
Rainfall—Excess Evapor. = 53,419 CF
Rainfall / 25 Yr Storm = 57,234 CF
Minimum temporary storage volume = 232,005 Cubic Feet
Total minimum required treatment volume = 727,725 Cubic Feet
Total design volume available = 738,076 Cubic Feet
Total temporary volume avaliable = 241,297 Cubic Feet
Total Volume at start pumping elevation = 678,083 CF @ 52.50 Feet
Design Volume less 25 Yr — 24 Hr Rainfall = 680,842 Cubic Feet
Minimum Volume for permanent storage = 496,779 CF @ 50.25 Feet
Permanent storage volume is greater than Mimimum treatment
volume for livestock

i
N 1
MURPHY FARMS, INC.( � � � Page 2
Farm Operator: Edwin Blanchard g
Date: 11/18/93
VOLUME CALCULATIONS:
1. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) X 1417 Lbs. = 0 Lbs.
0 sows (farrow to feeder) X 522 Lbs. = 0 Lbs.
3,672 head (finishing only) X 135 Lbs. = 495,720 Lbs.
0 sows (farrow to wean) X 433 Lbs. = 0 Lbs.
0 head (wean to feeder) X 30 Lbs. = 0 Lbs.
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 495,720 Lbs.
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Minimum volume = Lbs. SSLW x Treatment Volume (CF/Lb. SSLW)
Minimum volume = 495,720 Cubic Feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Minimum volume = 0.0 Cu. Ft. (As Per Owner's Requ st
4. TOTAL DESIGN VOLUME
Inside top length of dike = 555.00 Feet
Inside top width of dike = 165.00 Feet
Top of Dike Elevation = 54.50 Feet
Bottom of lagoon elevation = 42.50 Feet
Freeboard depth of dike = 1.30 Feet
Side slopes on dike = 2.5 : 1
Total design lagoon liquid level elevation = 53.20 Feet
Total design liquid level depth = 10.70 Feet
Determine total design volume using prismoidal formula:
SS/ Endi = 2.5 Feet SS/ Sidei = 2.5 Feet
SS/ End2 = 2.5 Feet SS/ Side 2 = 2.5 Feet
r"liside Dike Length @ Design Liquid Level = 548.50 Feet
Inside Dike Width @ Design Liquid Level = 158.50 Feet

MURPHY FARMS, INC.` Page 3
Farm Operator: Edwin Blanchard
ate: 11/18/93
VOLUME CALCULATIONS (continued):
Area of Top = Inside dike length(top) * Inside dike width(top)
Area of Top = 548.50 * 158.50
Area of Top = 86,937 Square Feet
Area of Bottom = Inside dike length(bottom) * Inside dike width(bottom)
Area of Bottom = 495.00 * 105.00
Area of Bottom = 51,975 Square Feet
Area of Midsection = Inside dike length(mid) * Inside dike width(mid)
Area of Midsection = 521.75 * 131.75
Area of Midsection = 68,741 Square Feet
Total design volume [Area of Top + (4 *Area of Midsection) + Area of Bottom] * (Depth/6)
Total design volume = 413,875 * 1.78
r1lotal design volume = 738,076 Cubic Feet
4A. TOTAL DESIGN VOLUME AT START PUMPING ELEVATION OF 52.50 Feet
Area of Top = 84,475 Square Feet
Area of Bottom = 51,975 Square Feet <
Area of Midsection = 67,600 Square Feet
Volume @Start Pump = [Area of Top + (4 *Area of Midsection) + Area of Bottom] * (Depth/6)
Volume @Start Pump = 406,850 * 1.67
Volume @Start Pump = 678,083 Cubic Feet
4B. TOTAL DESIGN VOLUME AT END PUMPING ELEVATION OF 50.25 Feet
Area of Top = 76,727 Square Feet
Area of Bottom = 51,975 Square Feet
Area of Midsection = 63,975 Square Feet
Volume @ End Pump = [Area of Top + (4 *Area of Midsection) + Area of Bottom] * (Depth/6)
rllBlume @ End Pump = 384,603 * 1.29
Volume @ End Pump = 496,779 Cubic Feet

MURPHY FARMS, INC. I Page 4
Farm Operator: Edwin Blanchard
ate: 11/18/93
VOLUME CALCULATIONS (continued):
4C. TOTAL DESIGN VOLUME AT PERMANENT STORAGE ELEVATION
Minimum Permanent Storage Depth = 7.75 Feet
Area of Top = 76,727 Square Feet
Area of Bottom = 51,975 Square Feet
Area of Midsection = 63,975 Square Feet
Permanent Volume = [Area of Top + (4 *Area of Midsection) + Area of Bottom] * (Depth/6)
Permanent Volume = 384,603 * 1.29
Permanent Volume = 496,779 Cubic Feet
5. TEMPORARY STORAGE VOLUME CALCULATIONS
Design Drainage Area = Area of Lagoon (Top of Dike uildings
Design temporary storage period = 180.0 Da s
Area of Lagoon = Length at top of dike * Width at top of dike
Area of Lagoon = 555.00 * 165.00
Area of Lagoon = 91,575 Square Feet
Area of Buildings (roof& lot water) = Length of Buildings *Width of Buildings
Area of Buildings = 0.0 * 0.0
Area of Buildings = 0.0 Square Feet
Design Drainage Area = Area of Lagoon (Top of Dike) + Area of Buildings
Design Drainage Area = 91,575 + 0
Design Drainage Area = 91,575 Square Feet
5A. VOLUME OF WASTE PRODUCED
Approximate daily production of manure in CF/LB SSLW 0.00136 CF/Lb SSLW
Volume of Waste = Lbs. SSLW * CF of Waste/Lb./Day * 180 Days
Volume of Waste = * 0.00136 * 180
Blume rAWaste = 121,352 Feet

MURPH'Y FARMS, INJ ` ( Page 5
Farm Operator: Edwin Blanchard 9
ate: 11/18/93
TEMPORARY STORAGE VOLUME CALCULATIONS (continued)
513. .Volume of Wash Water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Vol. of Wash Water = Gallons per Day * Temporary Storage Period /7.48 Gals./Cubic Foot
Vol. of Wash Water = 0 * 180
Vol. of Wash Water = Cub' eet
5C. Volume of Rainfall in Excess of Evaporation 0�
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.00 Inches
orklol. of Excess Rainfall = Design Area * Rainfall Amount
Jol. of Excess Rainfall = j3a' Zibic
7.00
Vol. of Excess Rainfall = Feet
5D. Volume of 25 Year — 24 Hour Storm
Vol. of Storm Rainfall = Design Area * Rainfall Amount
Vol. of Storm Rainfall = 91,575 * 7.50
Vol. of Storm Rainfall = 57,234 Cubic Feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. Volume of Waste Produced = 121,352 Cubic Feet
513. Volume of Wash Water = 0 Cubic Feet
5C. Vol. of Rainfall in Excess of Evapor. = 53,419 Cubic Feet
51). Vol. of Rainfall /25 Yr — 24 Hr Storm = 57,234 Cubic Feet
TOTAL TEMPORARY VOLUME = 23ZO05 Cubic Feet

1 e
MURP+IY FARMS, INC.(. Page 6
Farm Operator: Edwin Blanchard
4
Date: 11/18/93
6. SUMMARY
Minimum treatment volume — livestock = 495,720 Cubic Feet
Minimum temporary storage volume = 23ZO05 Cubic Feet
Total minimum required treatment volume = 727,725 Cubic Feet
Total design volume available = 738,076 Cubic Feet
Total temporary volume avaliable = 241,297 Cubic Feet
Design start pumping elevation = 52.50 Feet
Total Volume at start pumping elevation = 678,083 Cubic Feet
Design Volume less 25 Yr — 24 Hr Rainfall = 680,842 Cubic Feet
Design end pumping elevation = 50.25 Feet
Total Volume at end pumping elevation = 496,779 Cubic Feet
Design min. permanent storage elevation = 50.25 Feet
Total Volume at min. storage elevation = 496,779 Cubic Feet
Vol. of Permanent + Temporary Storage = 728,784 Cubic Feet
NOTE: Bottom of Temporary Storage = 50.25 Feet is above
the water table elevation of 45.00 Feet
7. DESIGNED BY: John Lenfestey
DATE: 11/18/93
APPROVED BY:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

............... ... ......
Grower: EDWIN BLANCHARD De igned By: JWR
Address: 306 CHARUE FREDERICK ROAD Checked By: JNT
WARSAW, NC
Date: 04/10/97
-County: DUPUN Sheet 1 of 7
FARM INFORMATION ANAEROBIC WASTE LAGOON DESIGN
Farm Population: r
Nursery: -------------------
Finishing: ___________________ 1224 H d.
Farrow to weanling: ___________________ 0
Farrow to feeder: ___________________ 0
Farrow to finish: ___________________ 0
0
Storage Period: ___________________
25 Yr. /24 Hr Storm Event _________—_ 180 Days
-------- n.
✓
°Heavy Rain" Factor ___________________ 7.7.5
Rainfall in Excess of Evaporation ——————————————————— n.✓
7.5 1 In.
Additional Water Usage: _ 0
Additional Drainage Area ___________________ 0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N) —————————_Y
Does Operator Want Emergency Spillway? (Y/N) ——————____N
Is This Design for an Existing Farm? (Y/N) ——————————N
Is Drain Tile Req'd to Lower SHWT?
Seasonal High Water Table Elev: —————— (Y/M _________ N
Freeboard: 93.00 Ft.
Emergency SpillwayFlow Depth: 1.0 Ft ✓
p Not Applicable
Top of Storm /Spillway Buffer: Not Applicable
Side Slopes: ——————————————————— 3 :1 (H:V)
Press ALT—C to Download
contour areas see sheet 2 of 7...
Top of Dike Elevation: _________________ 99.50 Ft.
Finished Bottom Elevation: ___________________ 88.60 Ft.
Start Pump Elevation: ___________________ 96.90 Ft.
Stop Pump Elevation: __________________ 94.60 Ft.
LAGOON VOLUME REQUIREDVOL. DESIGN VOLUMES % REQ'D.
Storm Stor = 68780 (Cu.Ft.) 80,373 (Cu.Ft.) 116.86%
Temporary= 99843 (Cu.Ft.) 103,299 (Cu.Ft.) 103.46%
Permanent= 206550 (Cu.Ft.) 210,634 (Cu Ft ) 101 98%
Total Volume = 375,173 (Cu.Ft.) 394,307 (Cu.Ft.) 105.10%
Min. Required Liner Thickness
------------------
_
1.6 Ft.
t Lagoon Surface Area (Inside TOD) ——————————————————— 55,024 S.F.
Murphy Famity Farms Engineering P.O. Box 759, Rose Hill NC 28458 (9 i0)289-21 i i

' v r
C.
rower: EDWIN BLANC ARD Designed By: JWR
,T, Address: 306 CHARLIE FREDERICK ROAD Checked By: JNT
WARSAW, NC Date: 04/10/97
Coun : DUPLIN Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
LAGOON STAGE-AREA VOLUMES
Contour
Elevation (FT.) Area SF Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FT)
88.60 28,430
89.00 29,264 11,539 11,539
90.00 31,397 30,331 41,869
91.00 33,597 32,497 74,366
92.00 35,865 34,731 109,097
93.00 38,200 37,033 146,130
94.00 40,603 39,402 185,631
95.00 43,073 41,838 227,369
96.00 45,611 44,342 271,711
97.00 48,216 46,914 318,625
98.00 50,889 49,553 368,177
99.00 53,629 52,259 420,436
99.50 55,024 27,163 447,600
These volumes were calculated using the vertical average end area method.
T 3Ak.REQO VOLUME: 375,173 CF CUMULATIVE VOL ZONE VOL 105.10'/
LIE--NNDPUMP = _ _ _ > 94.60 FT 210,634 CF TR'MT 210,634 101.98%T PUMP = _ _ > 96.90 FT 313,933 CF TEMP 103,299 103.46%STORAGE _ _ > 98.50 FT 394 307 CF STORM 80,373 116.86%
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

C
Grower. EDWIN BLANCHARD Design By: J R
Address: 306 CHARUE FREDERICK ROAD Checked By: JNT
WARSAW, NC Date: 04/10/97
Coun : DUPLIN Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity * ALW * cu.ft. Ib = Total
Nursery 0 30 1.00 0
Finishing 1,224 135 1.00 165,240
Farrow to weanling 0 433 0.67 0
Farrow to feeder 0 522 0.67 0
Farrow to finish 01 1,4171 1.00 0
Boars 01 4001 0.50 0
Total Required Treatment Volume (cu. ft.)= 165,240
Sludge Storage Volume:
Animal Type Capacity * ALW * cu.ft. Ib = Total
Nursery 0 30 0.25 0
Finishing 1,224 135 0.25 41,310
Farrow to weanling 0 433 0.17 0
Farrow to feeder 0 522 0.17 0
Farrow to finish 0 1,417 0.25 0
Boars 01 4001 0.1251 0
Total Required Sludge Storage Volume (cu. ft.)= 41,310
Temporary Storage Volume:
Manure Production:
Animal e Capacity * Sto. Period * (gals/Hd./day) = ota
Nursery 0 180 0.30 0
Finishing 1,224 180 1.40 308,448
Farrow to weanling 0 180 4.30 0
Farrow to feeder 0 180 4.50 0
Farrow to finish 0 180 13.50 0
Boars 0 1801 4.001 0
Total Manure Production(gals.)= 308,448
Total Manure Production(cu.ft.)= 41,236
Excess Fresh Water:
Animal Type Capacity * Sto. Period * als Hd. da = Total
Nursery 0 180 0.20 0
Finishing 1,224 180 0.90 198,288
Farrow to weanling 0 180 2.90 0
Farrow to feeder 0 180 3.50 0
Farrow to finish 01 1801 9.50 0
Boars 01 1801 2.701 0
Total Fresh Water Excess (gals.)= 198,288
Total Fresh Water Excess (cu.ft.)= 26,509
Murphy Family Farms Engineering P.D. Box759, Rase Hill NC 28458 [phone]

Grower. EDWIN BLA HARD Designed By: JWR
Address: 306 CHARLIE FREDERICK ROAD Checked By: JNT
WARSAW, NC Date: 04/10/97
Coun : DUPLIN Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (55024 sq.ft. + 0 sq.ft) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 32,097
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (55024 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft
Total Requ ired Volume for Mr.—24Hr. Storm Event (cu.ft)= 34,390
"Heavy Rain"Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * "Heavy Rain" Factor (in) / 121n./ft
Vol.= (55024 sq.ft + 0 sq.ft) * 7.5 in. /12 in./ft.
Total Required Volume for"Heavy Rain" (cu.ft.) = 341390
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. /24 Hr. Storm + "Heavy Rain") = 68,780 (CU.FT) "
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) = 99,843 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 206,550 (CU.FT)
TOTAL REQUIREDVOLUME= 375173 (CU.FT.)
Murphy Family Farms Engineering P.O.Box 759, Rose Hill NC 28456 [phone]

� - C
Grower: EDWIN BLAN RD Designed By: JWR
Address: 306 CHARLIE FREDERICK ROAD Checked By: JNT
WARSAW, NC Date: 04/10/97
Coun DUPLIN Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ------------------- 99.50 FT.
Emergency Spillway Crest Elevation------------------- Not Applicable
Top of 25 yr/24 hr Storm Storage ------------------- 98.50 FT.
Top of"Heavy Rain" Storage ------------------- 97.60 FT.
Start Pump Elevation ------------------- 96.90 FT.
End Pump Elevation ------------------- 94.60 FT.
Top of Sludge Storage ------------------- 89.98 FT.
Seasonal High,Watertab le Elev. ------------------- 93.00 FT.
Finished Bottom Elevation ------------------- 88.60 FT.
Inside Top Length ------------------- Not Applicable
Inside Top Width ------------------- Not Applicable
Side Slopes ------------------- 3:1 H:V
Lagoon Surface Area ------------------- 55,024 SF
Min. Liner Thickness (if required) ------------------- 1.6 FT.
Freeboard Depth ------------------- 1.00 FT.
Temporary Storage Period ------------------- 180 Days
TOTAL DESIGN VOLUME = 394307 (CU.FT.)
Zone Depths:
Treatment/ Sludge Storage Zone Depth ----------- 6.0 FT.
Temporary Storage Zone Depth ----------- 2.3 FT.
Freeboard / Storm Storage Zone Depth ----------- 2.6 FT.
Total Lagoon Depth ----------- 10.9 FT,
Murphy Family Farms Engineemg P.O. Box 759,Rose Hill NC 28456 [phone]

. I I I '- ' -
Grower: EDWIN BLANCHARD Designed By: JWR
Address: 306 CHARLIE FREDERICK ROAD Checked By: JNT
WARSAW, NC Date: 04/10/97
County: DUPLIN Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 99.50
/ \ TOP OF STORM ELEV = 96.50 / \
\ TOP OF HEAVY RAIN ELEV = 97.60 /
STRT PMP EL.= 96.90 \ TOP OF TEMP STORAGE ELEV = 96.90 /
END PMP EL. = 94.60 \ TOP OF TREAT ELEV = 94.60 / SHWT = 93.00
\ TOP OF SLUDGE ELEV = 89.98 /
1 /
FINISHED BOTTOM ELEV = 88.60
Murphy Family Farms Engineering P.O.Box 759, Rose Hill NC 28458 [phone]

Grower EDWIN BMCHARD Designed By: JWR
Address: 306 CHARUE FREDERICK ROAD Checked By: JNT
WARSAW, NC Date: 04/10/97
Coun : DUPUN Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359— WASTE TREATMENT
LAGOON, revised in September, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utiliz%ier,Pian
NEOARp
� � � ""
�..eC�'S.A
DESIGNED: �T�'��'� = Q SEAL
14515
DATE: I J a Ig� F GGcc�� s
COMMENTS: The lagoon has been design ffegular shape.
Actual contour areas taken from the lagoon design are used to calculate
the surface area and storage volume characteristics of the lagoon.
This approach insures that rainfall capture on the lagoon is fully
accounted for and that storage volumes calculated represent actual
conditions regardless of the shape.
Murphy Family Farms Engineering P.O. Box 759,Rose Hill NC 28458 [phone]

r
ROWER: EDWI BLANCHARD DESIGNED BY: JWR
ADDRESS: 306 CHARLIE FREDERICK ROAD CHECKED BY: JNT
WARSAW, NC DATE: 04/10/97
COUNTY: DUPLIN SHEET 1 OF 3
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 material may 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 equivalent method. Compaction will
be considered adequate when fill material is observed to consolidate to the point that
settlement is not readily detectable. 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 with an impoundment capacity of 10 acre—feet or more fall
under the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept. of
Environment, Health and Natural Resources, Land Quality Section. 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 CLAY LINER THICKNESS SHALL BE 1.6 FT.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN INDICATED ON THE
DRAWINGS OR WHEN MATERIAL IS ENCOUNTERED DURING CONSTRUCTION THAT
WILL NOT PROVIDE THE PERMEABILITY LIMITS AS STATED LATER IN THIS SECTION.
SUCH MATERIAL IS CONSIDERED UNSUITABLE WITH RESPECT TO LINING. A TYPICAL
ECROSS SECTION OF THE LINER IS INCLUDED IN THE DRAWINGS WHEN LINERS
AR EE REQUIRED.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

R WER: EDWI BLANC ARD
DESIGNED BY: JWR
ADDRESS: 306 CHARLIE FREDERICK ROAD CHECKED BY: JNT
WARSAW, NC DATE: 04/10/97
COUNTY: DUPLIN SHEET 2 OF 3
When areas of unsuitable material are encountered, they will be overexcavated 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 material approved by the
engineer or his representative.
REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS.
Soil liner material shall come from an approved borrow area. The minimum moisture
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 moisture content during placement The maximum moisture
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 95 percent of the Standard Proctor Maximum Dry Density
(ASTM D698) 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 permeability 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 in an established pattern helps
assure uniformity in the entire placement and compaction process. For most clay soils, a
tamping or sheepsfoot roller is the preferred type of compaction equipment.
In accordance with NRCS South National Technical Center (SNTC) Technical Note 716
(revised September 1993) the maximum allowable specific discharge of the liner is
1.0 x 10-5 cm/sec. This specific discharge is dependant on the permeability of the
liner material, the liner thickness, and the hydrostatic pressure on the liner. With the
minimum required liner thickness stated earlier and the maximum liquid depth in the
lagoon, the maximum permeability of the compacted liner is 1.25 x 10-6 cm/sec. Upon
completion of the liner, undisturbed samples will be taken and tested for actual
permeability. Any permeability tests indicating a higher permeability than stated above
will be considered as failing. Failing tests will require recompaction of the liner material
and retesting.
For lagoons being built in soils which do not require clay lining the same permeability
requirements apply as for clay liners and testing of the in—situ material will be conducted.
During the excavation process, soils at the excavated surface are loosened as adjacent
material is being removed. As a result, the permeability of these surface soils is increased.
To insure proper compaction and minimum soil permeability, when lagoon excavation is
complete the inner side slopes and bottom shall be rolled thoroughly prior to testing.
Murphy Family Farms Engineering P.O. Box 759,Rose Hill NC 28458 [phone]

.GROWER: EDMIN BLA CHARD DESIGNED BY: JWR
ADDRESS: 306 CHARLIE FREDERICK ROAD CHECKED BY: JNT
WARSAW, NC DATE: 04/10/97
COUNTY: DUPLIN SHEET 3 OF 3
The soil liner shall be protected from scour produced by the discharge from waste outlet
pipes. This can be done by using some type of energy dissipator: concrete flumes,
concrete blocks laid tightly together, or using flexible pipe 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 or are shown on the drawings.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when called for in the
notes on the drawings or as shown on a typical cross section on the drawings. The final
dimensions of the cutoff trench shall be determined by observation of the foundation
materials during construction.
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 the
seeding specifications. Topsoil, if available on site should be placed on areas of the dike
and pad to be seeded. Temporary seeding or mulch shall be used if 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:
An observation trench shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain tile lines are present in the
lagoon area. The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side
slopes shall be 1:1 or flatter. Trench backfill shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When tile drains are encountered, the the will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The tile trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or
his representative.
SAFETY AND HEALTH REQUIREMENTS:
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times during construction.
Muiphy Family Farms Engineering P.O. Box 759,Rose Hill NC 28458 [phone]
_ 7

GROWER: E WWIN B AI40HARD DESIGNED BY: JWR
ADDRESS: 306 CHARLIE FREDERICK ROAD CHECKED BY: JNT
WARSAW, NC DATE: 04/10/97
COUNTY: DUPLIN SHEET 1 OF 1
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 1.5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
90 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
45 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
90 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
12 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
15 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
60 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION) <
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
1500 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
3 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
150 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH
SEEDBED. APPLY SEED ANDFIRM SEEDBED WITH A CULTIPACKER OR SIMILAR
DEVICE. APPLY MUCH AND SECURE WITH AN ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS 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
BAHIA GRASS IS ESTBUSHED.
Murphy Family Farms Engineerng P.O. Box 759, Rose Hill NC 28458 [phone]

DESIGNED BY: JWR
R WER: EDWI ARUE FR pERICK ROAD CHECKED BY: JNT
DDRESS: 306 CH DATE: 04/10/97
WARSAW, NC
SHEET 1 OF 2
COUNTY: DUPLIN
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent
) and 180 nt and f
temporary storage. The time required for the planned fluid level permane
temporary storage) to be reached may vary due to sitecsystem.
dtins, weather, flushing
operations, and the amount of fresh water added to the ,
The designed temporary storage consists of 80days a temporary
ag (3)raiinfalI in
rage for:
(1) manure production of animals, (2) excess
excess of evaporation, (4) storage for the 25 year/ 24 hour storm for the location,
(5) and, 9 applicable, an additional "heavy rain" storage volume for chronic rainfall
events. Allocation for any additional fresh water
f from a givenluded in the
number of animals
temporary storgige. The volume of waste generated
will be fairly constant throughout the year, but excess rainfall will vary from
y but ear.
The 25 year rainfall will not be a factor to consider in an annual pumpingcycle,
this storage volume must always be
A staff gauge must be installed in the lagoon that indicates the start pumping and stop
404 pumping levels. The start pumping level is the maxium liquid level under normal operating
conditions. The stop pumping level is the minimum liquid level under normal
treatment volume and depth. Pumpingconvenience as operation to maintain requireds4e%
and stopped anywhere between these two elevations for operating apply waste
conditions permit, such as weather, soils,
equipment
that the lagoon b ept
without runoff or leaching. However, it is recommended
pumped down as much as possible.
Land application of wastewater is recognized as an acceptable method of disposal.
Methods of appli
cation include solid set, center pivot, guns, and traveling guns. Care
should be taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is required that the treatment lagoon be precharged before wastes areentroduced volumeo one—half the tratent
or as otherwise specified on the lagoon design drawings
The purpose is to prevent excessive odors during start—up.
Peducangl g reduces
dors. Solids should
the
concentration of the initial waste entering the lagoon thereby
be covered with effluent at all times. When precharging is forompine,aflusterh buildings
recycled lagoon liquid. Fresh water should not be used 9
2. The attached Waste Utilization Plan shall be followed. The plan recommends
sampling and testing of waste before land application.
Murphy Family Farms Engineering P.O. Box 759,Rose Hill NC 28456
[phone]

i
'R WER: ED rsLANC ARD DESIGNED BY: JWR
ADDRESS: 306 CHARUE FREDERICK ROAD CHECKED BY: JNT
WARSAW, NC DATE: 04/10/97
COUNTY: DUPUN SHEET 2 OF 2
3. Begin temporary storage pump—out of the lagoon when the fluid level reaches the
elevation 96.90 as marked by the staff gauge. Stop pump—out when the fluid level
reaches elevation 94.60. This temporary storage, less 25 year/24 hour storm,
contains 103299 cubic feet or 772679 gallons.
4. The recommended maximum amount to apply per irrigation is one (1) inch and the
recommended maximum application rate is 0.3 inches 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 or damaged areas 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 such thpt waste will not reach other property and public
rights—of—way.
9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters
of the United States. Waste shall not be discharged into surface waters, drainageways,
or wetlands by either discharge or by over—spraying. The Department of Environment,
Health, and Natural Resources, Division of Environmental Management,
has the responsibility for enforcing this law.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

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.
.
NAME: Edwin Blanchard PAGE 2
ADDRESS: Warsaw, NC.
. .PE AND SIZE 2448 Topping
OF OPERATION Murphy Farms
CLASS 111
DESIGNED BY Jimmy Vinson
DATE 4-11-90
APPROVED BY Jimmy Vinson
DATE 4-11-90
PERMANENT STORAGE
2448 Hogs x 135 | bs per hog 1 Cu Ft per | b . 330480 Cu Ft
TEMPORARY STORAGE
330480 \ bs of animal x 1 .35 cu. ft. of waste per day 80307 Cu Ft
per 1000 | bs of animal wt . x 180 days
RAINFALL LESS EVAPORATION
7x X 68000 sq . ft . surface area per 12"per ft 39667 Cu Ft
RAINFALL - 25 YR. 1 DAY STORM
7.5" X 68000 sq . ft . of surface area per 12" per ft . 42500 Cu Ft
TOTAL STORAGE NEEDED 492953 Cu Ft
� 18258 Cu Yds
TOTAL STORAGE AVAILABLE 494833 Cu Ft
18327 Cu Yds
AMOUNT OF FILL DIKE 237300 Cu Ft
PAD 78850 Cu Ft
' ---------
TOTAL 316150 Cu Ft
SETTLEMENT 10% 31615 Cu Ft
---------
TOTAL AMOUNT OF FILL 347765 Cu Ft
12880 Cu Yds
CUT TO FILL RATIO TOTAL EXCAVATION 403325 Cu Ft
1 .2: 1 14938 Cu Yds
NOTE: Fill dirt wi | | run close ! !

.
PAGE 3
NAME: Edwin Blanchard
m�� OPERATION AND MAINTENANCE
�
This lagoon is designed for waste treatment with minimum odor
control . The time required for the planned fluid level to be
reached may vary due to soil conditions , flushing operations , and
the amount of fresh water added to the system.
Land application of waste water is recognized as an acceptable
method of disposa | . Irri gat ion by using center pivot ' gun ' or
trave | er is the preferred and most efficient method to dispose of
the effluent from the lagoon . Care should be taken when applying
waste to prevent damage to the crops and to prevent runoff from
the fields .
The following items are to be carried out :
1 . Begin pump-out of the lagoon when fluid level reaches invert
of the outlet pipes or at a pre-determined elevation .
2. Stop pump-out before the lagoon depth is less than 6 feet
deep or at a pre-determined depth . (This prevents the loss of
favorable bacteria)
3. The recommended amount to apply per irrigation is one inch ,
and maximum recommended application rate is 0.5 inch per hour .
ORN
It is recommended that the treatment lagoon be precharged to
1/ 2 its capacity to prevent excessive odors during beginning
stages of the operation . Prechar8in8 reduces the concentration of
the initial waste entering the lagoon thereby reducing odors .
Solids should be covered with water at all times .
5. Keep vegetation on the embankment and areas around the lagoon
and buildings mowed . _
6. Repair any eroded areas and establish in vegetation .
T. 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, Wastewater
Management Section , has the responsibility for enforcing this
law.
8. All surface water is to be diverted from the lagoon to an
adequate and stable outlet .
CERTIFICATION:
I hereby certify that I understand the operation and maintenance
requirements stated above . Furthermore , I understand how many
acres are required in order to land apply the waste and that
the lagoon may have to be pumped 2 or more times a year . This
e \ 8n has been explained to me and I agree with all provisions
Y ?ted in the design . I also certify that there are no residence
other than mine or my tenants ' within 750 feet of this operation .
I understand that compliance with this design DOES NOT prevent
someone from suing me because of nuisance or other reasons .
Signature--------------------------L.........Date________________

NAME: Edwin Blanchard
APPROXIMATE ANNUAL NITRO6-A (N) AND PHOSPHORUS (P) Pk"DUCTION
N: 57900 LB P: 16888 LB
TONS OF WASTE STORED: 4818
��
=ORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE ANALYZED
TO DETERMINE THE EXACT NUTRIENT CONTENT. THE NCDA LABORATORY
IN RALEIGH PERFORMS WASTE ANALYSES. YOU SHOULD CONTACT
AGRONOMIC SERVICES DIVISION
NCDA, BLUE RIDGE ROAD CENTER
RALEI8H N.C. 27611
PHONE: [phone]
WHEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A
COVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION.
SOME OF THE EFFLUENT COULD BE USED FOR IRRIGATION PURPOSES
DURING THE GROWING SEASON.
LAND REQUIREMENTS FOR WASTE APPLICATION
2448 capacity Feeder to Finish operation :
Land Avail . Land Required
50.0 46.5 ac . of cropland planted to corn
0.0 21 .5 ac . of coastal bermuda8rass--grazed
0.0 17.6 ac . of coastal bermudagrass--hay
0.0 34.3 ac . of fescue--grazed
107.5 percent of land required is available
0 sow Farrow to Feeder operation :
`.^nd Avail . Land Required
0 0.0 ac . of cropland planted to corn
0 0.0 ac . of coastal bermuda8rass--grazed
0 0.0 ac . of coastal bermudagrass--hay
0 0.0 ac . of fescue--grazed
ERROR percent of land required is available
'
0 sow Farrow to Finish operation :
Land Avail . Land Required
0 0.0 ac . of cropland planted to corn
0 0.0 ac . of coastal bermudagrass--grazed
0 0.0 ac . of coastal bermudagrass--hay
0 0.0 ac . of fescue--grazed
ERROR percent of land required is available
BEGIN PUMPING THE EFFLUENT WHEN
THE FLUID LEVEL REACHES Outlet pipe
------------------------------
DO NOT LOWER THE FLUID ANY
LOWER THAN 4.0 feet
------------------------------
GALLONS TO BE PUMPED EVERY 6 MONTHS 1218550 gallons
�
�0 ! EFFLUENT SHOULD BE APPLIED AT A RATE THAT WILL NOT CAUSE ANY
RUNOFF ONTO SURROUNDING AREAS OR LEACHING INTO THE GROUND WATER
RECOMMENDED APPPLICATION RATE IS 0.5 INCHES PER HOUR AND THE
MAXIMUM RECOMMENDED APPLICATION AMOUNT IS 1 INCH PER IRR8ATION

NAME: Edwin Blanchard PAGE �
�
�
� IDING SPECIFICATIONS
AREA TO BE SEEDED 3 AC.
APPLY THE FOLLOWING
3000 LBS. 8-8-8 FERTILIZER
6 TONS DOLOMITIC LIMESTONE
300 BALES SMALL GRAIN STRAW
USE THE SEED MIXTURE
INDICATED
( ) 150 LBS. FESCUE GRASS
(X) 105 LBS. OATS
(X> 150 LBS. 8AHIA GRASS
( ) 12 LBS. WEEPING LOVE GRASS
(X) 36 LBS. HULLED 8ERMUDA GRASS
( ) 60 L8S. UNHULLED BERMUDA GRASS
`
DIVERT ALL WATER TO A STABLE OUTLET
THE NEAREST RESIDENCE IS 1100 FT.
T.B.M. 50.0 ft . ELEVATION '
DESCRIPTION Nail in 24" tree at corner of wood | ine .
VERY IMPORTANT - PLEASE READ CAREFULLY
--------------------------------------
THE LAGOON AND THE AREA AROUND THE HOG HOUSES MUST BE SEEDED WITH
EITHER A TEMPORARY OR PERMANENT GRASS, DEPENDING ON THE TIME OF THE
YEAR, WITHIN THIRTY (30) DAYS FROM THE TIME THE BUILDINGS ARE COM-
PLETED AND READY FOR USE. (WE RECOMMD THAHAT THE LAGOON AREA, SIDE
SLOPES, DRAINS AND ETC. . AS WELL AS THE SIDE SLOPES OF THE PAD BE
SEEDED WITHIN FIFTEEN ( 15) DAYS AFTER CONSTRUCTION. THE SOIL WILL
NOT DRY OUT AS MUCH IF SEEDED WITHIN THIS TIME FRAME WHICH WILL
RESULT IN A MUCH BETTER STAND OF GRASS. )
��

NAME`. F-:n.GE
DEPTH E;tREA OF TOP + .ARI A OF 1::ITTOM + 4. .0 AREA OF rl T DSE:::C::T I I_il\l l
VOLUME --__—_— --------•--•-------------------------•-------------------
1,o0 27
VI—II._.UIYIE =
r. T
10.0 E 1.60 X _'-'0 + 110 is 340 + ^1 iC 1.35- X 3! 5-1
VOLUME = ---------• ------------•------------------------------------------
!Sa0 ,_7
V1-11....Uti11=.
!a.0 7'
--
VOLUME = -_--_-_-._
27 o c-)
VOLUME = 18327-2 CU.YDS.
492953.3 cu. ft . neede-d
SIDE SLOPES 2.�I e 1

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Operator:R. Blanchard County: Duplin Date: 08/22/94
Distance to nearest residence (other than owner) : 1500. 0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
0 head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
2600 head (wean to feeder) x 30 lbs. = 78000 The
Describe other 0
Total Average Live Weight = 78000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 78000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 180. 0
Inside top width (feet ) ---------------------- 130. 0
Top of dike elevation (feet ) ----------------- 46. 4
Bottom of lagoon elevation (feet) ------------ 35. 4
Freeboard (feet) ----------------------------- 1. 0-00'
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. 0 174. 0 124. 0 10. 0
AREA OF TOP
LENGTH * WIDTH =
174. 0 124. 0 21576 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
114. 0 64. 0 7296 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
144. 0 94. 0 54144 (AREA OF MIDSECTION * 4)
i
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
21576. 0 54144. 0 7296. 0 1. 7
Total Designed Volume Available = 138360 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
180. 0 130. 0 23400. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 23400. 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1. 37
Volume = 78000 lbs. ALW/135 lbs. ALW 1. 37 gal/day 180 days
Volume = 142480 gals. or 19048. 1 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 = 13650. 0 cubic feet

). Volume of 25 year - 24 hour storm
Volume = 7. 5 inches / 12 inches per foot * DA
Volume = 14625. 0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19048 cubic feet
5B. 0 cubic feet
5C. 13650 cubic feet �) ,
5D. 14625 cubic feet I I
TOTAL 47323 cubic feet
SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7. 0 inches
25 year - 24 hour rainfall==================> 7. 5 inches
Freeboard===================================> 1. 0 feete�
Side slopes_________________________________> 3. 0 : 1
Inside top length===========================> 180. 0 feet
Inside top width____________________________> 130. 0 feet
Top of dike elevation=======================> 46. 4 feet
Bottom of lagoon elevation==================> 35. 4 feet
Total required volume=======================> 125323 cu. ft.
Actual design volume========================> 138360 cu. ft.
Seasonal high watertable elevation (SHWT) ===> 42. 9 feet
Stop pumping elev. __________________________> 42. 9 feet
Must be > or = to the SHWT elev. ==========> 42. 9 feet
Must be > or = to min. req. treatment el. => 41. 4 feet
Required minimum treatment volume===========> 78000 cu. ft.
Volume at stop pumping elevation============> 89820 cu. ft.
Start pumping elev. _________________________> 44. 7 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 123735 cu. ft.
Volume at start pumping elevation===========> 123691 cu. ft.
Required volume to be pumped================> 32698 cu. ft.
Actual volume planned to be pumped==========> 33871 cu. ft.
Min. thickness of soil liner when required==> 16 Offeet
DESIGNED BY: APPROVED BY:/�,i `i.6"`
S I �-f'
�"'�
DATE: DATE: //rj� �4
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

Operator. -------- -------- -------- ------- ERBlanch#2
County:__ ________ ________ ________ ________=DUPlin
Date:____ ________ ________ ________ ________- 10/29/07
Dist.to nearest residence (other than owner): 0 ft.
sows (farrow to finish):===
sows (farrow to feeder):eder):___
head (finishing only):===__ ________ ________- 0
sows (farrow to wean):===__
head (wean to feeder):===__ ________ ________- 2600
Ave. Live Weight for other operations(lbs.)=>
Storage volume for sludge accum. (cu. ft.):=>
Treatment Volume (min. 1 cu. ft./Ib.)===____> 1.0
25 Year-24 Hour Rainfall (in.)===_________> 7.5
Rainfall in excess of evaporation (in.)===__> 7.0
Drainage area of buildings& lots (sq. ft.)=>
Volume of wash water(gallons/day)====______>
Temporary storage period (days)_____________> 180
Freeboard (ft.):____________________________> 1.0
Side slopes (inside lagoon):________________> 3.0 : 1
Inside top length (ft.):____________________> 180.0
Inside top width (ft.):_____________________> 130.0
Top of dike elevation (ft.):________________> 54.7
Bottom of lagoon elevation (ft.):==_________> 43.7
Seasonal high water table(SHWT) elev.(ft.):=> 51.0
Total required volume:===== 125323 cu. ft.
Actual design volume:====_= 138360 cu. ft.
Stop pumping el.(> or=to 51.0 ft.SHWT)> 51.0 ft.
(> or=to 49.7 ft.Min.)
Required minimum treatment volume: 78000 cu. ft.
Volume at stop pumping elevation: 86386 cu. ft.
Start pumping elev.:________________________> 52.9 ft.
Volume at start pumping elevation: 121665 cu. ft.
Actual volume less 25yr-24hr rain: 123735 cu.ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====> 32698 cu. ft.
Actual volume to be pumped:==> 35279 cu. ft.

lr
� c.A 0 ct�
,
l
Operator : R. Blanchard County : Duplin Date : 08/22/94
Distance to nearest residence (other- than owner) : 1500. 0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1.417 lb,.. 0 lbs
0 sow _ (farrow to feeder) x 5E= lbs. - 0 lbs
ti head (finishing only) x 135 lbs. = O lbs
0 sows ( farrow to wean) x 433 .lbs. - 0 lbs
2 S00 heed (wean to feeder) x 30 lbs. = 78000 lbs
Describe other ki
Total Average Live Weight = 78000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOO1',!
Volume = 78000 lbs. ALW x Treatment Volume (CF) /lb. ALW
Treatment Volume (CF) /lb. ALW = 1 CF/lb. ALW
Volume = 78000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
P. Volume = 0. 0 cubic: feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet ) --------------------- 180. 0
Inside top width-, (feet ) ------------------------------------ 130. 0
T o p of dike elevation (feet ) -------------------- 54. 7
Bottom of lagoon elevation ( feet ) ----------------- 43. 7
Freeboard (feet ) -------------------------------------- i . 0
Side�j e slopes� e s �--------------�-----------------
_ _p ( inside lagoon) - 3. 0 1
Total design volume using prismoidal formula
SS/END1 SS/ENDS= SS/SIDE1 SS/SIDEL LENGTH WIDTH DEPTH
. 0 3. 0 3. 0 3. 0 174. 0 124. 0 10. 0
AREA OF TOP'
LENGTH * WIDTH =
174. 0 124. 0 21576 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
114. 0 64. 0 7296 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH # WIDTH * 4
144. 0 94. 0 54144 (AREA OF MIDSECTION # 4)
CU. FT. = [AREA TOR + (4#AREA MIDSECTION) + AREA BOTTOM] DEPTH/6
21576. 0 54144. 0 7296. 0 1. 7
Total Designed Volume Available = 138360VDU. FT.

!
/
\ '
'
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
180. 0 130. 0 23400. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DR 23400. 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1. 37
\ Volume = 78000 lbs. ALW/135 lbs. ALW * 1 . 37 gal/day 180 days
Volume = 142480 gals. or 19048. 1 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 * DR / 12 inches per foot
Volume = 13650. 0 cubic feet
a�m�
�
�

`
�D. Volume of 25 year — 24 hour storm
Volume = ^ 7. 5 inches / 12 inches per foot * DA
Volume = 14625. 0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19048 cubic feet
53. 0 cubic feet
5C. 13650 cubic feet
5D. 14625 cubic feet
TOTAL 47323 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7. 0 inches
25 year — 24 hour rainfall==================> 7. 5 inches
Freeboard===================================> 1. 0 feet
Side 3. 0 : 1
Inside top length===========================> 180. 0 feet
Inside top width============================> 130. 0 feet
Top of dike elevation=======================> 54. 7 feet
Bottom of lagoon elevation==================> 43. 7 feet
Total required volume=======================> 125323 cu. ft. *
Actual design volume========================> 138360 cu. ft. *
Seasonal high watertabIe elevation (SHWT) ===> 51. 0 feet
Stop pumping elev. ==========================> 51 . 0 feet *
Must be > or = to the SHWT elev. ==========> 51 . 0 feet
Must be > or = to min. req. treatment el. => 49. 7 feet
Required minimum treatment volume===========> 78000 cu. ft.
Volume at stop pumping elevation============> 86386 cu. ft.
Start pumping elev. =========================> 52. 9 feet *
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. — 24 hr. rainfall==> 123735 cu. ft.
Volume at start pumping elevation===========> 121665 cu. ft.
Required volume to be pumped================> 32698 cu. ft . *
Actual volume planned to be pumped==========> 35279 cu. ft . *
Min. thickness of soil liner when required==> 1. 6 feet
7. DESIGNED BY: APPROVED BY : ij,
DATE: DATE:
T NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
/
/

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C._
' OPERATION AND MAINTENANCE FLAN SHEET 1 OF
g ------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time r^equired 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 'L:-:'C 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 �5 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 usi-tally the oijtlet invert of pipe ( s) from
building (s) . If the outlet pipe is not installed at the elevation to
begin pumping, a per-manent 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.
Flunoff 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
taker- when applying waste to prevent damage to crops.
The following items are to be carried out
-
I. It is strongly recommended that the treatment .lagoor-i be pre—
char,ged to 1/:' its capacity to prevent excessive odors di-Wing
start--up. F'r^e—charging r-educes the concentration of the initial
waste enter-ing the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When prechar~ging is complete,
flush buildings with recycled lagoon liquid. Fresh water' should not
be used 1-or flushing after, initial filling.
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 44. 7 as marked by permanent marker-. Stop pump—
out when the fluid level reaches elevation 42'. 9 . This temporary
storage, less 25 yr,— 24 hr storm, contains 32698 cubic feet or'
`44C8E gallons.
I
i

SHEET 2 OF
0
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 E5 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.

C r, C
SHEET 1 OF E
i
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, br-ush, boulders, sod and r,ubbish.
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 foundatior-1 area of the
lagoon; m` .- _r t end 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. E:arthfil. l material shall
be free of material such as sod, roots, Fr—o eTl soil, stones over,
S inches in diameter, and other objectionable material.. To the extent
they are suitable, excavated materials can be u-ed ;a_ ffill . The fill
shall be br-ought up in approximately horizontal layer-s not to exceed 9
inches in thickness when loose and prior- to compaction. E:.ch layer-
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
;,9 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.
Pr-ecautions shall be taken during const.r--action to prevent Excessive
erosion and sedimentation.
LINER : THE MINIMUM REQUIRED THICKNESS SHALL BE 1. 6 ft .
NOTE: LINERS (PARTIAL OR FULL*, ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
I
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT. i
When areas of unsuitable material are encoUnter-ed, 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
CONSIDERATION'S.

SHEET L OF 2
t
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 Dt 8 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)
Imp 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.

WS Matthews - Farm #1 AWS310328
System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear
tends to reduce operating pressure and flow. With continued use, nozzle wear results in
an increase in the nozzle opening which will increase the discharge rate while
decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the design
will alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle.
Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of
mainlines will reduce operating pressure. Operating below design pressure greatly
reduces the coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout
the application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On
a windless day, variation between containers of more than 30 percent is cause for
concern. You should contact your irrigation dealer or technical specialist for assistance.
`Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
1

WS Matthews - Farm #1 AWS310328
OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter/ early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available
in the lagoon for future wet periods. In the late summer/ early fall the lagoon should be pumped
down to the low marker (see Figure 2-1)to allow for winter storage. Every effort should be made
to maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty
action.
The routine maintenance of a lagoon involves the following:
• Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, if needed, to maintain a vigorous stand. The amount of fertilized applied
should be based on a soils test, but in the event that it is not practical to obtain a
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 800 pounds per acre of 10-10-10, or equivalent.
• Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the
lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should
include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes,and Overflow Pipes --look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
2

WS Matthews - Farm #1 AWS310328
Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment --look for:
1. settlement, cracking, or"jug" holes
2. side slope stability-- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon
dam. A good stand of vegetation will reduce the potential damage caused by wave
action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon
may be used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps --check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
• Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
3

WS Matthews - Farm #1 AWS310328
Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
4

WS Matthews - Farm #1 AWS310328
• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and
water conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce
the amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5

WS Matthews - Farm #1 AWS310328
• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper-agitator impeller pump through large
-bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and
crop requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag-line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge
can be removed without liner injury. If the liner is damaged it must be repaired as soon
as possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal
content than liquid. Because of this it should probably be applied to land with low
phosphorus and metal levels, as indicated by a soil test, and incorporated to reduce the
chance of erosion. Note that if the sludge is applied to fields with very high soil-test
phosphors, it should be applied only at rates equal to the crop removal of phosphorus.
As with other wastes, always have your lagoon sludge analyzed for its nutrient value.
6

WS Matthews - Farm #1 AWS310328
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions
which could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach
of the dam. Assuming proper design and construction, the owner has the responsibility
for ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure -- an example is the placement of a pipe in the
dam without proper design and construction. (Consult an expert in lagoon design
before placing any pipes in dams.)
• Lagoon liquid levels--high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.

WS Matthews - Farm #1 AWS310328
EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) 910-796-7215
EMERGENCY MANAGEMENT SERVICES (EMS) 910-296-2160
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 910-296-2120
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 910-296-2121
COOPERATIVE EXTENSION SERVICE (CES) 910-296-2143
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 flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s)that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses,solid separators-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house,flush systems,or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks-
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals,trap or remove animals and fill holes and
compact with a clay type soil.
8

WS Matthews - Farm #1 AWS310328
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice/technical assistance phone number.
4. If none of the above works call 911 or the Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Agriment services,Inc.
b. Contractors Address: Po Box 1096, Beulaville,NC 28518
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Geno Kennedy
b. Phone: [phone]
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
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WS Matthews - Farm #1 AWS310328
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (,/)Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
V5 Remove bridging of accumulated solids at
discharge
_Lagoons and Pits Crusted Solids (,00r)Maintain lagoons,settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30%of surface.
Excessive Decaying vegetation(✓)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design,operate and maintain feed systems(e.g..
bunkers and troughs)to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis(e.g.7-10 day
interval during summer;15-30 day interval during winter).
Feed Storage Accumulation of feed () Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment(e.g.,covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal () Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e.inspect for and remove or break up accumulated
solids as needed).
MIC—November 11,1996
10

WS Matthews - Farm #1 AWS310328
Dry Manure Handling Accumulations of animal ()Remove spillage on a routine basis(e.g.7-10 day
Systems wastes interval during summer; 15-30 days interval during
winter)where manure is loaded for land application
or disposal.
()Provide for adequate drainage around manure stockpiles
()Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked (dj pertain to this operation. The landowner/ integrator agrees to
use sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC-- November 11, 1996
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WS Matthews - Farm #1
Swine Farm Waste Management—Odor Control Checklist Permit No.: AWS31O328
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN—WASTE HANDLING
♦ Flush tanks ❑ Install flush tank covers • Pit-flush systems
♦ Odorous Gases N Flush pits at least 4 times per day • Pit-flush systems
♦ Partial microbial ❑ Empty pits at least once every 7 days • Pit-recharge or"pull-plug" systems
decomposition ❑ Underfloor flush with pit ventilation
♦ Agitation of wastes ❑ Install/extend fill lines to near bottom of
tanks with anti-siphon vents
❑ Install covers on outside waste collection or
junction box
❑ Install sump tank covers for lift stations
♦ Ammonia ❑ Flush/recharge with treated effluent
❑ Treat waste in pits with proven biological or • Monitor for any solids accumulation in pit
chemical additive
❑ Other BMPs—please describe
HOUSE/BARN—FLOOR AND INDOOR SURFACES
♦ Manure covered floors ❑ Scrape manure from alleys into pens daily •Will move with other manure via pits
N Install fully slotted floor system
❑E Install waterers over slotted floor area
❑■ Install feeders at high end of solid floors •Where applicable
♦ Odorous Gases M Scrape manure buildup from floors and walls •Aids in animal cleanliness
❑■ Keep floors dry •Aids in animal cleanliness
❑ Install underfloor ventilation for drying
❑ Replace bedding/scrape at frequency to •Solid floor/bedding systems
keep bedding dry
❑ Other BMPs—please describe
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WS Matthews - Farm #1
Swine Farm Waste Management—Odor Control Checklist Permit No.: AWS31O328
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN—VENTILATION
♦ Dust ❑■ Clean fans regularly—specify frequency
♦ Volatile/odorous gases ❑■ Efficient air movement
❑ Install temperature and humidity sensors to
control ventilation
❑ Treat barn exhaust • Examples: biofilters, wet scrubbing,windbreaks
• May reduce ventilation rate depending on method
❑ Other BMPs—please describe
HOUSE/BARN—FEED
♦ Dust ❑ Install feed covers
♦ Adsorbed Gases M Keep outdoor feed storage covered except •Required by rule 15A NCAC 02D.1802
When necessary to add/remove feed
❑ Minimize free-fall height of dry feed
❑ Install feed delivery downspout extenders
to the feed covers
❑ Remove spoiled/unusable feed on regular basis
❑ Feed pellets instead of dry meal • May require third party input/approval
❑ Use feed additives • May require third party input/approval
♦ Ammonia ❑ Use feed-reduced crude protein diet • May require third party input/approval
❑ Other BMPs—please describe
HOUSE/BARN—GENERAL
♦ Dust ❑ Install temperature and humidity sensors • Maintain relative humidity at 40 to 65%
♦ Odorous Gases to control ventilation
❑ Use ultraviolet light to treat indoor air
❑ Use indoor or outdoor electrostatic space •Can be used to treat exhaust air
charge system
❑ Other BMPs—please describe
Swine AMOC Page 3 of 6 APPROVED—7/25/2019

WS Matthews - Farm #1
Swine Farm Waste Management—Odor Control Checklist Permit No.: AWS310328
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAGOON/WASTE STORAGE STRUCTURE
♦ Volatile Gases ® Maintain proper lagoon volume •Sufficient liquid volume/depth is required
for proper anaerobic treatment
❑ Minimize free-fall height of waste from
discharge pipe to lagoon surface
❑ Extend discharge point of pipe to below lagoon • Use caution not to scour or damage lagoon liner
liquid level
❑� Maintain proper surface area-to-volume ratio
■❑ Use correct lagoon start-up procedures
❑ Aerate for odor control
M Manage sludge levels based on annual sludge
survey as required by permit
❑ Keep spilled feed or foreign debris out of lagoon
to prevent excess sludge accumulation
❑ Install/use solids separation system
❑ Use proven biological or chemical additives • Monitor for any increase in rate of solids accumulation
❑ Use permeable lagoon covers(not a digester)
❑ Use impermeable lagoon cover or • Methane can be flared if not utilized
anaerobic digester
❑ Other BMPs—please describe
LAND APPLICATION
♦ Odorous gases ON Perform land application in accordance with
CAWMP
♦ Wind drift ® Pump intake near lagoon surface • Required by rule 15A NCAC 02D.1802
❑ Pump from second stage lagoon
❑ Follow good neighbor policy •Avoid application on known weekends,
special days, or holidays/eves if possible
❑■ Operate at minimum recommended pressure
❑ Increase setbacks beyond those required by
statute, rule,or permit
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WS Matthews - Farm #1
Swine Farm Waste Management—Odor Control Checklist Permit No.: AWS310328
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAND APPLICATION(CONTINUED)
M Apply during favorable wind conditions, • Recommend checking predicted average hourly
(especially for traveling guns or impact wind speed within 24 hours prior to
sprinklers) anticipated start
❑ When practical, apply waste on sunny days •Allows for vertical dissipation of odor
rather than cool,overcast days
❑ When possible, apply waste mid-morning to •Allows for better vertical dissipation of odor
late-afternoon
❑ For traveling guns, use taper-ring or taper-bore • Less odor and drift than ring nozzles
nozzles
❑ For traveling guns, use largest-available nozzle
that provides acceptable application uniformity
❑ Replace impact sprinklers with low-drift nozzles
on center pivots and linear move systems.
❑ Use hose-drag system
❑ Use injection method for waste application
❑ Other BMPs—please describe
SLUDGE DISPOSAL
♦ Odorous gases ❑ Transport sludge in covered vehicles or tankers
❑ Apply in thin, uniform layers •Speeds drying and prevents ponding
❑ Incorporate land-applied sludge as soon as • Required within 48 hours or prior to next rain event,
practical after application, and in accordance whichever is first,for conventionally tilled
with permit. bare soils
❑ Use injection method for sludge application
❑ Dewater sludge prior to application
❑ Use alternatives to land application, such as
compost,gasification,energy generation,etc.
❑ Other BMPs—please describe
Swine AMOC Page 5 of 6 APPROVED—7/25/2019

ADDITIONAL INFORMATION AVAILABLE FROM:
Air Management Practices Assessment Tool (AMPAT) www.extension.iastate.edu/ampat/
AHG-538-A Certification Training for Animal Waste Management Systems:Type A NC Division of Water Resources
EBAE 103-83—Lagoon Design and Management for Livestock Manure Treatment and Storage www.bae.ncsu.edu
EBAE 128-88—Swine Production Facility Manure Management: Pit Recharge-Lagoon Treatment www.bae.ncsu.edu
EBAE 129-88—Swine Production Facility Manure Management: Underfloor Flush-Lagoon Treatment www.bae.ncsu.edu
EBAE Fact Sheet—Calibration of Manure and Wastewater Application Equipment www.bae.ncsu.edu
EBAE Fact Sheet—Swine Production Farm Potential Odor Sources and Remedies www.bae.ncsu.edu
NC NRCS Standard 359—Waste Treatment Lagoon www.nres.udsa.gov
NC NRCS Standard 380—Windbreak/Shelterbelt Establishment www.nres.udsa.gov
NC NRCS Standard 422—Hedgerow Planting www.nres.udsa.gov
NC NRCS Standard 442—Sprinkler System www.nres.udsa.gov
Nuisance Concerns in Animal Manure Management:Odors and Flies; PRO107 1995 Conference Proceedings Florida Cooperative Extension Service
Options for Managing Odor:A Report from the Swine Odor Task Force NC State University
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WS Matthews - Farm #1
Swine Farm Waste Management-Odor Control Checklist Permit No.: AWS310328
D tte: 2/19/2024
INSTRUCTIONS FOR USE Owner Signature: ( G -
♦ Odor Control Checklist is required by General Statute 143-215.10C(e)(1)
♦ Check any/all the BMPs you will implement on this facility. Items checked/selected become a requirement of the CAWMP.
♦ Items in bold or pre-selected are required.
♦ Add any site-specific details related to the selected BMPs
♦ Include any other odor control measures not listed
♦ NOTE: Not all BMPs may be cost-effective for every facility. Evaluate each BMP prior to selecting for your facility.
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
FARMSTEAD
♦ Swine Production ❑■ Maintain vegetative or wooded buffers at or •Traps dust and gases, provides dilution
near property boundary and visual screening
• May require third party input/approval
♦ Improper drainage ❑■ Grade and landscape so water drains away • Reduce odors and vectors that occur
from facilities and prevent ponding with stagnant conditions
■❑ Maintain farm access roads and prevent traffic • Prevents spillage during transport and
in waste application area tracking of waste onto public roads
❑ Other BMPs—please describe
MORTALITY MANAGEMENT
♦ Carcass ® Dispose of mortality using method approved • Required by statute and permit
Decomposition by NCDA&CS State Veterinarian. Manage • May require third party input/approval
According to CAWMP(Mortality Management
Checklist)and permit(s).
❑ Put carcasses in refrigerated (or freezer) dead
boxes within 24 hours for short-term mortality
storage.
♦ Incomplete Incineration ❑ Use incinerators with secondary burners for • Reduce odors by complete incineration
complete combustion.
❑ Other BMPs—please describe
Swine AMOC Page 1 of 6 APPROVED—7/25/2019

3l- .32�
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
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
a Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
aMass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
C l&/�
Signature of Farm Owner/Manager Date
2
Signaturel. Technical Specialist D e