310325_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0325 Certificate Of Coverage Number: AWS310325
2. Facility Name: F&S Farm
3. Landowner's Name(same as on the Waste Management Plan): Scott B Rouse
4. Landowner's Mailing Address: 1867 Red Hill Rd
City: Albertson State: NC Zip: 28508-9677
Telephone Number: 252-560-5735 Ext. E-mail: farmerfrog_(@,Iive.com
5. Facility's Physical Address: 1877 Red Hill Rd
City: Albertson State: NC Zip: 285089677
6. County where Facility is located: Du fin
7. Farm Manager's Name(if different from Landowner): Scott Rouse
g, Farm Manager's telephone number(include area code): 919-658-0308 Ext.
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Scott B.Rouse Phone No.: 252-560-5735 OIC#: 19781
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 3,672
Operation Types•
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
I jEa 083 72,745.00 19.50
2 Z 3/ g3 0. �L/ 42,689.00 19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
you facility.
8. Operation and Maintenance Plan
If you CAWMP includes any components not shown on this list, please include the additional components with you submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: A.14- (3. 4. Title: 0WA4,^'
Signature: Date: 3'may Q
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

Version—November 26,2018
• MortalityMana ement Methods
g
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 p body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B.0200.
® ❑ Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
Q ❑ 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.
D ❑ 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).
❑ ❑ Any method which, in the professional opinioniof the State Veterinarian,would-make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options;contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be.done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
,r..0
Signature of Farm Owner/Manager Date
Signature of chnical Specialist Date

Nutrient Management Plan For Animal Waste Utilization
12-14-2015
This plan has been prepared for: This plan has been developed by:
F&S Farm (31-325) Ronnie G. Kennedy Jr.
Scott Rouse Agriment Services, Inc.
1867 Red Hill Road PO Box 1096
Albertson, NC 28508 Beulaville, NC 28518
[phone] 252-568-2648
veloper Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I(we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
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.
I�L� /) hL(11-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 Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved :
pP B Y
T6chnical Specialist Signature Date
743630 Database Version 4.1 Date Printed: 12-14-2015 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder-Finish Lagoon Liquid waste generated 3,403,944 gals/year by a 3,672
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 6136
Incorporated 7363
Injected 7363
Irrigated 6136
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied (lbs) Deficit(lbs) Applied (Gallons) Deficit(Gallons)
Year 1 6,136 8109 -1,973 4,498,699 -1,094,755
Year 2 61136 8734 -2,598 4,845,297 -12441,353
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.
743630 Database Version 4.1 Date Printed: 12-14-2015 Source Page 1 of 1

Narrative
12/14/2015
This plan is a update of the plan dated 4-2-2007 by Johnny Lanier. All Corn may be replace with either
cucumbers or sweat potatoes but only applied to at planting. Rye Cover crop can be planned after
soybeans. If rye cover is applied that application will also need to be removed from next crop.
Cucumbers 1201bs. -20lbs= 100lbs. 3/1 (100%at Planting)
Sweat Potatoes 50lbs. -20lbs=30lbs. 3/1 (100%at Planting)
Rye Cover 25lbs. Must remove from next crop. 9/1 -3/31
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743630 Database Version 4.1 Date Printed: 12-14-2015 Narrative Page 1 of I

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,
where avai lab le.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
4590 Pull 10 2.60 2.60 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
4590 Pull 11 0.69 0.69 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
4590 Pull 12 2.60 2.60 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Full Season 30 bu.
4590 Pull 13 3.46 3.46 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Full Season 30 bu.
4590 Pull 14 2.60 2.60 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Full Season 30 bu.
4590 Pull 5 2.50 2.50 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
4590 Pull 6 2.50 2.50 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
4590 Pull 7 3.46 3.46 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
4590 Pull 8 3.46 3.46 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
4590 Pull 9 2.60 2.60 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
71894 Old P12 0.61 0.61 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Full Season 30 bu.
71894 Pull 1 1.24 1.24 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Full Season 30 bu.
71894 Pull 2 2.75 2.75 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
743630 Database Version 4.1 Date Printed 12/14/2015
PCs Page 1 of 2
NOTE: Symbol*means user entered data.

Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
Soybeans,Manured,Full Season 30 bu.
71894 Pull 3 2.94 2.94 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Full Season 30 bu.
71894 Pull 4 1.65 1.65 N/A Autryville Com,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Full Season 30 bu.
PLAN TOTALS: 35.66 35.66
LI Poiential Leachiri 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 soi Is available water holding capacity and improve nutrient use efficiency shoul d be
> 10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Term No-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
743630 Database Version 4.1 Date Printed 12/14/2015
PCs Page 2 of 2
NOTE: Symbol*means user entered data.

C
The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Ccrnrrm 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. Appliic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
4590 Pull 10 S7 Autryville 2.60 2.60 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 72.12 0.00
4590 Pull 10 S7 Autryville 2.60 2.60 Hybrid Bermudagrass Hay 5.5 Tons '3/1-10/31 269 0 0 Irrig. 269 149.24 0.00 388.01 0.00
4590 Pull 11 S7 Autryville 0.69 0.69 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 19.14 0.00
4590 Pull 11 S7 Autryville 0.69 0.69 Hybrid Bermudagrass Hay 5.5 Tons •3/1-10/31 269 0 0 Irrig. 269 149.24 0.00 102.97 0.00
4590 Pull 12 S7 Autryville 2.60 2.60 Com,Grain 85 bu. 2/15-6/30 104 0 20 brig. 84 46.60 0.00 121.16 0.00
4590 Pull 12 S7 Autryville 2.60 2.60 Wheat,Grain 45 bu. 9/14130 104 0 0 Irrig. 52 28.85 0.00 75.01 0.00
4590 Pull 13 S7 Autryville 3.46 3.46 Com,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 46.60 0.00 161.24 0.00
4590 Pull 13 S7 Autryville 3.46 3.46 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 52 28.85 0.00 99.82 0.00
4590 Pull 14 S7 Autryville 2.60 2.60 Com,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 46.60 0.00 121.16 0.00
4590 Pull 14 S7 Autryville 2.60 2.60 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 52 28.85 0.00 75.01 0.00
4590 Pull 5 S7 Autryville 2.50 2.50 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 69.33 0.00
4590 Pull 5 S7 Autryville 2.50 2.50 Hybrid Bermudagrass Hay 5.5 Tons '3/1-10/31 269 0 0 Irrig. 269 149.24 0.00 373.09 0.00
4590 Pull 6 S7 Autryville 2.50 2.50 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 69.35 0.00
4590 Pull 6 S7 Autryville 2.50 2.50 Hybrid Bermudagrass Hay 5.5 Tons "3/1-10/31 269 0 0 Irrig. 269 149.24 0.00 373.09 0.00
4590 Pull 7 S7 Autryville 3.46 3.46 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 95.98 0.00
4590 Pull 7 S7 Autryville 3.46 3.46 Hybrid Bermudagrass Hay 5.5 Tons '3/I-10/31 269 0 0 Irrig. 269 149.24 0.00 516.36 0.00
743630 Database Version 4.1 Date Printed: 12/14/2015 WUT Pate I of 4

Waste Utilization Table Year I
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (Ibs/A) (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
4590 Pull 8 S7 Autryville 3.46 3.46 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 95.98 0.00
4590 Pull 8 S7 Autryville 3.46 3.46 Hybrid Bermudagrass Hay 5.5 Tons '3/1-10/31 269 0 0 Irrig. 269 149.24 0.00 516.36 0.00
4590 Pull 9 S7 Autryville 2.60 2.60 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 72.12 0.00
4590 Pull 9 S7 Autryville 2.60 2.60 Hybrid Bermudagrass Hay 5.5 Tons •3/1-10/31 269 0 0 brig. 269 149.24 0.00 388.01 0.00
71894 Old P12 S7 Autryville 0.61 0.61 Corn,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 46.60 0.00 28.43 0.00
71894 Old P12 S7 Autryville 0.61 0.61 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 28.85 0.00 17.60 0.00
71894 Pull 1 S7 Autryville 1.24 1.24 Com,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 46.60 0.00 57.79 0.00
71894 Pull 1 S7 Autryville 1,24 1.24 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 52 28.85 0.00 35.77 0.00
71894 Pull 2 S7 Autryville 2.75 2.75 Com,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 46.60 0.00 128,15 0.00
71894 Pull 2 S7 Autryville 2.75 2.75 Wheat,Grain 45 bu. 9/lA/30 104 0 0 Irrig. 52 28.85 0.00 79.33 0.00
71894 Pull 3 S7 Autryville 2.94 2.94 Com,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 46.60 0.00 137.01 0.00
71894 Pull 3 S7 Autryville 2.94 2.94 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 52 28.85 0.00 84.81 0.00
71894 Pull 4 S7 Autryville 1.65 1.65 Com,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 46.60 0.00 76.89 0.00
71894 Pull 4 S7 Autryville 1.65 1.65 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 52 28.85 0.00 47.60 0.00
K�O "'F'rtT6.
Total Applied, 1000 gallons 4,498.70��-�'
Total Produced, 1000 gallons 3,403.941?�a a ys�
Balance, 1000 gallons -1,094.75 t
Total Applied,tons 0.00
Total Produced,tons 'it' _' 0.00
Balance,tons - 0.00
Notes: 1. In the tract column,--symbol means leased,otherwise,owned. 2. Symbol means user entered data.
743630 Database Version 4.1 Date Printed: 12/14/2015 WUT Pa-e 2 of 4

Waste U .tion Table C Year 2 C
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fen. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (Ibs/A) (Ibs/A)
Source Total Use. Applic. AppGc. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
4590 Pull 10 S7 Autryville 2.60 2.60 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 27.74 0.00 72.12 0.00
4590 Pull 10 S7 Autryville 2.60 2.60 Hybrid Bermudagrass Hay 5.5 Tons *3/1-10/31 269 0 0 Irrig. 269 149.24 0.00 388.01 0.00
4590 Pull 11 S7 Autryville 0,69 0.69 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 19.14 0.00
4590 Pull 11 S7 Autryville 0.69 0.69 Hybrid Bermudagrass Hay 5.5 Tons *3/1-10/31 269 0 0 Irrig. 269 149.24 0.00 102.97 0.00
4590 Pull 12 S7 Autryville 2.60 2.60 Wheat,Grain 45 bu. 9/1-4/30 104 1 0 0 1 Irrig. 52 28.85 0.00 75.01 0.00
4590 Pull 12 S7 Autryville 2.601 2.60 Soybeans,Manured,Full Season 30 bu. 4/1-9/15 119 0 0 Irrig. 119 66.02 0.00 171.65 0.00
4590 Pull 13 S7 Autryville 3.46 3.46 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 28.85 0.00 99.82 0.00
4590 Pull 13 S7 Autryville 3.46 3.46 Soybeans,Manured,Full Season 30 bu. 4/1-9/15 119 0 0 Irrig. 119 66.02 0.00 228.43 0.00
4590 Pull 14 S7 Autryville 2.60 2.60 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 28.85 0.00 75.01 0.00
4590 Pull 14 S7 Autryville 2.601 2.60 Soybeans,Manured,Full Season 30 bu. 4/1-9/15 119 0 0 Irrig. 119 66.02 0.00 171.65 0.00
4590 Pull 5 S7 Auuyville 2.50 2.50 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 69.35 0.00
4590 Pull 5 S7 Autryville 2.50 2.50 Hybrid Bermudagrass Hay 5.5 Tons *3/1-10/31 269 0 0 Irrig. 269 149.24 0.00 373.09 0.00
4590 Pull 6 S7 Autryville 2.50 2.50 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 69.35 0.00
4590 Pull 6 S7 Autryville 2.50 2.50 Hybrid Bermudagrass Hay 5.5 Tons *3/1-10/31 269 0 0 Irrig. 269 149.24 0.00 373.09 0.00
4590 Pull 7 S7 Autryville 3.46 3.46 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.741 0.00 95.98 0.00
4590 Pull 7 S7 Autryville 3.46 3.46 Hybrid Bermudagrass Hay 5.5 Tons *3/1-10/31 269 0 0 Irrig. 269 149.24 0.00 516.36 0.00
4590 Pull 8 S7 Autryville 3.46 3.46 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 95.98 0.00
4590 Pull 8 S7 Autryville 3.46 3.46 Hybrid Bermudagrass Hay 5.5 Tons *3/1-10/31 269 0 0 Irrig. 269 149.24 0.00 516.36 0.00
4590 Pull 9 S7 Autryville 2.601 2.60 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.741 0.00 72.12 0.00
4590 Pull 9 S7 Autryville 2.60 2.60 Hybrid Bermudagrass Hay 5.5 Tons *3/1-10/31 269 0 0 Irrig. 269 149.24 0.00 388,01 0.00
71894 Old P12 S7 Autryville 0.61 0.61 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig, 52 28.85 0.00 17.60 0.00
71894 Old P12 S7 Autryville 0.61 0.61 Soybeans,Manured,Full Season 30 bu. 4/1-9/15 1 19 0 0 Irrig. 119 66.02 0,001 40.27 0.00
743630 Database Version 4.1 Date Printed: 12/14/2015 WUT Page 3 of 4

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) (Field)
(lbs/A) (Ibs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
71894 Pull 1 S7 Autryville 1.24 1.24 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 52 28.85 0.00 35.77 0.00
71894 Pull 1 S7 Autryville 1.24 1.24 Soybeans,Manured,Full Season 30 bu. 4/1-9/15 119 0 0 Irrig. 119 66.02 0.00 81.86 0.00
71894 Pull 2 S7 Autryville 2.75 2.75 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 lrrig. 52 28.85 0.00 79.33 0.00
71894 Pull 2 S7 Autryville 2.75 2.75 Soybeans,Manured,Full Season 30 bu. 4/1-9/15 119 0 0 Irrig. 119 66.02 0.00 181.55 0.00
71894 Pull 3 S7 Autryville 2.94 2.94 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 52 28.85 0.00 84.81 0.00
71894 Pull 3 S7 Autryville 2.94 2.94 Soybeans,Manured,Full Season 30 bu. 4/1-9/15 119 0 0 Irrig. 119 66.02 0.00 194.10 0.00
71894 Pull 4 S7 utryville 1.65 1.65 Wheat,Grain 45 bu. 9/14/30 104 0 0 ]rrig. 52 28.85 0.00 47.60 0.00
71894 Pull 4 S7 Autryville 1.65 1.65 Soybeans,Manured,Full Season 30 bu. 4/1-9/15 119 0 0 Irrig. 119, 66.02 0.00 108.93 0.00
Total Applied, 1000 gallons 4,845.30 _
Total Produced, 1000 gallons 3,403.94
Balance, 1000 gallons -1,441.35
Total Applied,tons :} 0.00
Total Produced tons ,T, 0.00
Balance,tons €`m;; 0.00
7
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol *means user entered data.
743630 Database Version 4.1 Date Printed: 12/14/2015 WUT Page 4 of 4

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)
4590 Pull10 Autryville 0.60 1.0
4590 Pull ll Autryville 0.60 1.0
4590 Pull12 Autryville 0.60 1.0
4590 Pull13 Autryville 0.60 1.0
4590 Pull14 Autryville 0.60 1.0
4590 Pulls Autryville 0.60 1.0
4590 Pull Autryville 0.60 1.0
4590 Pull? Autryville 0.60 1.0
4590 Pull Autryville 0.60 1.0
4590 Pull Autryville 0.60 1.0
71894 Old P12 Autryville 0.60 1.0
71894 Pull Autryville 0.60 1.0
71894 Pull Autryville 0.60 1.0
71894 Pull Autryville 0.60 1.0
71894 Pull Autryville 0.60 1.0
743630 Database Version 4.1 Date Printed 12/14/2015 tAF Page 1 of 1
NOTE: Symbol*means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source,the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be
used for sludge application. If this is not possible,care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes,phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge- Standard
Corn 120 bu 150 14.69 41.25 82.50 123.75
JHay 6 ton R.Y.E. 300 29.38 20.62 41.25 61.87
Soybean 40 bu 160 15.67 38.67 77.34 116.01
---------------------------------------------------------------g-------------......
743630 Database Version 4.1 Date Printed: 12-14-2015 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available a
Source Name I Swine Feeder-Finish Lagoon Liquid Design Storage Capacity(Days)
Start Date NT7 180
Plan Year Month Available Storage Capacity(Days)
1 1 65
1 2 65
1 3 86
1 4 102
1 5 146
1 6 162
1 7 180
1 8 178
1 9 180
1 10 180
1 11 172
1 12 168
2 1 159
2 2 158
2 3 172
2 4 180
2 5 180
2 6 180
2 7 180
2 8 180
2 9 180
2 10 180
2 11 161
2 12 141
*Available Storage Capacity is calculated as of the end of each month.
743630 Database Version 4.1 Date Printed: 12-14-2015 Capacity Page I of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner,who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
.... _. . ...._... - .
743630 Database Version 4.1 Date Printed: 12/14/2015 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
po ndi ng 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. AnimaI 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.
... ............ . --- . -- --.... ..
743630 Database Version 4.1 Date Printed: 12/14/2015 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
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.
743630 Database Version 4.1 Date Printed: 12/14/2015 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate-determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5)years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
743630 Database Version 4.1 Date Printed: 12/14/2015 Specification Page 4

Crop Notes
The following crop note applies to field(s): Old P12, Pull 1, Pull 12, Pull 13, Pull 14, Pull 2, Pull 3, Pull
4
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 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): Pull 10, Pull 11, Pull 5, Pull 6, Pull 7, Pull 8, Pull 9
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs I"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly,so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
------ ---------------------------------------------------------------------------------------------------------------------------------------•-----..-.
743630 Database Version 4.1 Date Printed: 12-14-2015 Crop Note Page 1 of 2

The following crop note applies to field(s): Pull 10,Pull 11, Pull 5, Pull 6, Pull 7, Pull 8, Pull 9
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30;and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre.Plant all these small grains at 1-1 1/2" deep.Adequate depth control is
essential. Review the NCSU Official Variety "green book"and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February-March.
The following crop note applies to field(s): Old P12,Pull 1,Pull 12, Pull 13, Pull 14, Pull 2, Pull 3, Pull
4
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): Old P12,Pull 1, Pull 12, Pull 13, Pull 14, Pull 2, Pull 3, Pull
4
Soybeans-Full Season, Coastal Plain: Mineral soil, medium leachable
The suggested planting dates for soybeans in the Coastal Plains are from April 20-May 20. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Plant 2-4 seed/row foot for 7-8"
drills;4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows and 8-10 seed/row foot for 36"
rows.Increase the seeding rate by at least 10%for no-till planting. Seeding depth should be 1-1 1/2" and
adequate depth control is essential. Phosphorus and potash recommended by a soil test report can be
broadcast or banded at planting. Soybeans produce their own nitrogen and are normally grown without
additions of nitrogen. However, applications of 20-30 lbs/acre N are sometimes made at planting to
promote early growth and vigor.Tissue samples can be analyzed during the growing season to monitor
the overall nutrient status of the soybeans. Timely management of weeds and insects is essential for
profitable soybean production.
....................................................................................................................................... ......... 1
743630 Database Version 4.1 Date Printed: 12-14-2015 Crop Note Page 2 of 2

12/14/2015
This plan is a update of the plan dated 4-2-2007 by Johnny Lanier. All Corn may be replace with either
cucumbers or sweat potatoes but only applied to at planting. Rye Cover crop can be planned after
soybeans. If rye cover is applied that application will also need to be removed from next crop.
Crop N Rate Residual Manure Applied Applic. Period
Cucumbers 120lbs. -20lbs = 100lbs. 3/1 (100%at Planting)
Sweat Potatoes 50lbs. -20lbs = 30lbs. 3/1 (100%at Planting)
Rye Cover 25lbs. Must remove from next crop. 9/1—3/31

EXH033IT D-1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: SUM �,";Cdr.r,r {?, S,1 County: b Up� r�
Address: 41,11 Qa,
Date: _$Z��q 7
Telephone: 91q) 4: o—ggy3
TABLE 1 - Field Specifications
Approximate
Maxbikwu
Maximum Maxtcnum Application
Field' ofFleld2 Useable Application per Irrigation
Slope eate Cycic3'
Number (acres) Soil T
YP (�o) CrCo i{s) (h✓hr) (Inches)
Conuncnb
I I�.ti~�" Ate$ a-� Qu"�d� (.•rM17c� �rt,lr , %
'See allacllcd snap.
2Total field acreage minus required buffer areas.
3Refer to N.C.Irrigation Guide,Field Office Tecluiical Guide,Section U G. Atwual application must not exceed the agronotnic rates for the soil and crop used.
NRCS, NC
JUNE. 1996

EXHBrf D-2
TABLE 2 - Traveling Irrigation Gun Settings
Make, Model and Typc of Equipment:
EQUIPMENT SETTINGS
Field Not Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Ilydrant Not ((Vmin) (in/hr) Width(ft) Length(11) (feet) (inches) @ Gun(psi) a Reel(psi) Pattem3 Connncnts
I a I 3.a a 96 1O Leo
I a I• "1sD .tr
� r
0
9q
a 1 0
300 3. /te
l20 3cn
B3 �.6v
3 t I a.a� 88 -1-10 Sao .71a �0 7a ,e)
o
a .Ja
K
ISee attached►nap.
2Show separate entries for each hydrant location in cacti field.
3Use the following abbreviations for various arc patterns: F (fitll circle),TQ(three quarters),'1T(two thirds),1-1(lialf circle),T(one third),Q(one quarter).
May also use degrees of arc.
MRCS, NC
JUNr99ti

EXMrr D.3
TABLE 3 - Solid Set Irrigation Guix Settings
J�
Make,Model and Type of Equipment:
OPERATING PARAMETERS
Field NoI Wetted Hydrant Spacing(ft) Application Nozzle Operating Operating
and Number of Disssneter Along Between Rate Diameter Pressure Time
Line Not Hydrants (feet) Pipeline Pipelines (lit/fir) inches a Gun (psi) Hydrant sr Comments
6
iScc attached map.
2Slsow separate entries for cash pipeline with hydrants in each field.
NRCS, NC
JUNE, 1996

EXHIBIT D-4
TABLE 4 - Irrigation System Specifications
Traveling Solid Set
Irri�utlon Guii Irrigation
Flow Rate of Sprinkler(gpni) .��I �l�
perating Pressure at Pump (psi)
Design Precipitation Rate(in/hr)
Hose Length(feet) b 6> XXXXXXXX
Type of Speed Compensmion XXXXXXXX
Pump Type(PTO, Engine, Electric) r/!•.e.:
Pump Power Requirement(hp) I�
TABLE 5 - Thrust Block Specifications'
Desi mer may rovide thrust block detulis on separate sheet.
THRUST BLOCK
LOCATION AREA s . ft.)
goo Bend
Dead End
•rcc
l.o
See USDA-NRCS Field Office Tccluucal Guide,Section IV,Practice Code 430-DD.
NRCS, NC
J[JTr1996

EXHII3ff D-5
IRRIGATION SYSTEM DESIGNER
Name: �,,�ty • Se.��
Company:
Address: b. F+fs—f>!t� /►�.t!• �Q�tf$
• Phone:
REQUIRED DOCUMENTATION � l � , -jj
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,travel lanes,pipeline routes,th.ust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic]read and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for dctetruining application rates.
S. Computations used to determine the size of tluust 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,
N.C. field Office Technical Guide,Section IV,Practice Code 430-13D.
8. The information required by this form are the mininmm requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and address diem 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�6cct wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and surface waters per NC Statutes.
K
NRCS, NC
JUNE, 1996

NARRATIVE OF IRRIGATION DESIGN AND OPERATION
FOR
E& SFARM
DESIGN AND INSTALLATION OVERVIEW
This irrigation system is designed with four inch, Class 200 PVC pipe and schedule 80
fittings. The system is designed to accommodate the flow velocities, flow rates and the
pressure requirements associated with the Cadman 2625 Traveller. Air vents and thrust
blocks are to be installed as indicated on the drawings. Air vents will consist of using a
4"x4"x2"Schedule 80 tee and 2" Schedule 80 pipe, Schedule 80 fittings(elbow and MIP
adapter)with an AV 150. The thrust block areas have been calculated and are listed on
Exhibit D-4 in the plan. The design of this system requires the use of two ring nozzles, a
.812"and a.712"ring. Each pull has a specific arc setting and travel speed which must
be used to achieve the desired application. This information is given in detail on page 2
of this design. Having known this grower for the last four years and being familiar with
his operation and the attention to details which he exhibits, I am confident the system will
be operated as designed. A detail of the hydrant design is also included and specifies the
type and size of fittings. All pipe shall be installed with a minimum of 30"of cover and
shall be backfilled in no less than three passes, leaving enough soil material above
original grade to allow for settling.
SYSTEM START-UP AND OPERATION
When setting up the reel, make sure it is level and the stabilizer legs are down and
secured. Engage the brake, then disengage the transmission. Pull out hose at a speed not
to exceed 3 mph. Engage transmission before disengaging the brake. Prime the pump
and start engine at idle. Operate engine in a manner not to exceed 50 psi until a solid
stream of water is exiting the gun, air is out of line and pressure is slowly building on the
gauge. Increase rpm's slowly until desired pressure is achieved. Set all"Murphy" safety
switches to insure immediate shutdown of system if a problem occurs. Also, set the timer
to shut off pump at the time a run will be completed--but,make it a practice to idle the
system down instead of relying on the safety timer. Check all safety switches on the reel
after each start-up to insure proper operation. Read and review pages 9-17 in the Cadman
operators manual for additional details on start-up procedures. Grower should walk the
entire pipeline periodically to check for leaks or potential problems.
WINTERIZATION
Disconnect both ends of all flexible hoses at the pump and the traveller. Remove drain
plug from gun cart and pull out hose at least half way to purge enough water to protect
from freezing. Wind hose back onto reel and replace drain plug.

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STAN ARD FEATURES
• Honda 4�hp.OHV engine • Nelson SR 100 gun • Gear driven telescopic
• Slewing Ying turntable • Lift kit for gun cart stabilizers
• 9.50Lx15 flotation tires • Single chain drive on drum using heavy • Disc brake to prevent hose
• 4 gallon aluminum fuel tank duty traction pins recoil
• Automatic gun cart stop • 3"x5 I tube frame • 4"x25'feeder hose
• Hose build-up safety switch • 4 coats of paint • Mechanical speed
• 3 wheeled gun cart • Best quality 2406 medium.density hose compensation
TIMETO APPLY TIME PER PULL
1 INCH E
Printed in Canada
i

AJ�
CH ART 94
MINUTES REQUIRED TO WAFER ONE (1) ACRE
PRECIPITATION RATE ( ACRE INCHES )
GPM 0.10" 0.20" 0.30" 0.40" 0.50" 0.75" 1.00" 1.25" 1.50"
80 34 68 102 136 170 255 339 424 509
90 30 60 91 121 151 226 302. 377 453
100 27 54 81 109 136 204 272 339 407
110 25 49 7.3 99 12; 185 247 309 370
120 23 45 68 91 113 170 226 283 339
130 21 42 63 84 104 157 209 261 313
140 19 39 58 78 97 145 194 242 291
150 18 36 54 72 91 136 181 226 272
160 17 34 51 68 85 127 170 212 255
.170 16 32 48 64 80 :I0} 160 200 240
180 15 30 45 60 75 1.13.,..>.. l 1 189 226
190 14 29 43 57 71 107 143 179 214
200 14 27 41 54 68 102 136 170 204
CHART n5
RETRIEVE RATE ( INCHES PER 1rIIYUTE )
LANE SPACING ( FEET )
ACRE 100 125 1-40 175 200 225 250 275 300
20 :� ;:r<: <:r�: :*: _ >: 174 149 131 1 I
a<�::;:: �; ..:: s.::: 6 105 95 87
25 ` '�: `'-;}.. 167 1 9 119 105
30 174 139 116 100 87 77 70 63 58
35 149 119 100 85 75 66 60 54 50
40 131 105 87 75 65 58 52 48 44
45 116 93 77 66 58 52 46 42 39
50 105 84 70 60 52 46 42 38 35
60 87 70 58 50 44 39 35 32 29
70 75 60 50 43 37 33 30 27 25
80 65 52 44 =7 3J 29 26 24 22
90 58 46 ?9 33 29 2.6 23 21 19
100 52 42 35 ;0 26 23 21 19 17
125 42 33 28 G4 21 < 19 17 l 5 14
150 3%5 28 23 '70 17..: 15 14 l3 12
175 3 0 24 =0 17 15 12 I I 10
200 26 21 17 15
250 21 17 1 2
10
300 17 14 1
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ENGINE DRIVE I uurve 411/ tea imi i
Dated 1-3-72
CA": mgtww C.I. Pa&100. H_t92e MmcJLmCL 4—*928 VARIOUS R.P.Y. CYCIOG
T.O.S.L.for fresn water 91
knpeiw: maww C.I. P@ILN*. L-301,6 Mach.No.L-3077 Dta. *3-1/211 FULL see level 80*F.mos.
WS 1611-2 0
550 MAXIMUM WORKING PR-Essupe 24, PSI ___30
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0.1 -
0 =0 0 600 650 700 7-50 0500 850 900 1
'00 '50 200 250 2,00 350 400 450 500 55
CAPACITY IN U.S.GALLONS PER MINUTE
C "OAr SUPIF20041`11 C-7045 Dated 5-11-7 J Q B L
Basta on T-2805 Date 12-22-� MODELB 2 Jp-
Calls: matedal C I. Patt.No.H­92e Msch.No, M-1938 VARIOUS R.P.M. — Cycles
T.0.S.L.for Moan water at
Impeller: maleful C.I Pam No.L—3004 Mach-No. L-3039 vist. 13-1/2" FULL sea level 80*Foffiax.
54 5 0 MAXIMUM WORKING PRESSURE 2—A"f PSI 30
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-0 !00 150 200 250 5300 350 400 450 500 550 6o0 650 700 750 SOO
CAPACITY IN U.S.GALLONS PER MINUTE
C-71C46 eased an T-2604 Swooned" C-7046 Dolled 9-3-71 .., 10-27-71 MODELB2TJOBM B1211

LISTERAVECO POWER UNIT
WATER-COOLED
January 1, 1996
LPU.WC
NET CONTINUOUS HORSEPOWER LOWEST
MODEL ENGINE SPEED,RPM FUEL
1600 1700 1800 1900 2000 2100 2200 2500 CONSUMPTION
LPW2 9 10 11 11 12 13 13 15 .380 @ 2000
LPW3 14 15 16 17 18 19 20 23 .380 @ 2000
LPW4 18 19 22 23 25 26 27 31 .380 @ 2000
LPWT4 28 31 33 35 36 39 41 43 .400 @ 1800
80311.�. 34 36 39 40 42. 43 44 48 '' .362 @ 1800
1. NET CONTINUOUS HORSEPOWER rating includes fan, air cleaner, and muffler,
if equipped.
WEST FUEL
2. LOWEST U L CONSUMPTION 1s In Ib/hp-hr:
Gallons/hour = Actual hp x Ib/hp-hr
7.076
3. DERATING:
N.A. engines:
Temperature-2% per 10°F above 85°F;
Altitude -3.5% per 1000 FT above 500 FT
Turbocharged engines (LPWT4):
Temperature - .3% per 10°F above 85°F;
Altitude -2.5% per 1000 FT above 500 FT

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Diamond ASTM D-2241 Diamond
(PS Pressure-Rated PVC Pipe Gasket Specifications
Approximate Coupler Dimensions
I
I
I
I
I
A
I
1. Gasket configuration locks gasket in place and
C prevents fishmouthing.
2. Chevron seat for added pressure sealing ca-
pacity.
I 3. Compression seal - provides a seal under
I vacuum.
4. Wiper beads to clean spigot end.
Diamond ASTM D2241
IPS Pressure-Rated PVC Pipe
Rieber Gasketed Joint Dimensions
A
C.D. C
Size Gasket Race Socket Depth Y•RK
D 14Ai
2 3.166 4.500 T L
21/2 3.719 6.000 L. A '. I ar« D. .1�
3 4.434 6.000 D.D. 1
4 5.603 5.000 RieO<r Daskel v
6 8.252 6.250
8 10.420 6.500 Pipe A a D
10 12.762 7.500 Size Insert Socket Diameter
12 14.952 7.500
3 4 112 3 1/8
3" 4 5 114 4 7116
4 1/2 5 1/2 5 1/2
6" 5 6 7 13116
D-2241 Pipe Dimensions 8" 5 1/2 6 7/8 10 118
10" 5 3/4 7 1/2 12 1/2
Minimum Wall Thickness 12` 6 81/4 14 11116
O.1785 SOR 135 Sort 21 SDR.26 SOR325 SORT'
Sre O.D sM.0 316 PSI 200 PSI 160 PSI 125 PSI ro0P51
v," .840 .t09 .062
t 1.315 .133 .063
1'/." 1.660 .140 .079 .064 .056 Short Form
I V," 3.900 145 090 .073 .058 Specification for Diamond -
2 " 2.375 .154 .113 .091 .073 P.VC Irrigation Pipe
2'h" 2.875 .203 137 .110 .088
3 3.500 .216 167 135 .108 ASTh1-D2241 -S D R 41 ,32.5,26,o r 21
4 5.563 .258 .215 .214 .171 110 36 Diamond PVC Irrigation Pipe shall be made of _
5 6.625 .280 265 .2t4 t71 162
6 6.625 .280 316 .255 .204 t62 compounds conforming to ASTM D1784 with a �
cell classification of 12454B. Diamond PVC
8 " 0.750 .365 .511 .332 .331 210 Irrigation Pipe must meet all ilia dimensional,
10 "12.750 .406 606 .410 .392 .311 chemical, and physical requirements as outlined
i2 "12.750 a06 .606 .490 .392 .3tt P Y
i11 ASTM D2241, -Annex, ANSI/ASAL• S376.I, .,.�
and SCS 430-DD, and will be supplied in 20 root
imond's IPS Pressure-Rated PVC Pipe coupler laying lengths.
..gets the requirements of ASTM D-3139. `.;
s"n i S➢)P) 1fi11) ,11f 1 a�fff Dr.!i'9
'Inquire(or availability
14

INSTALLATION
� •Table 4. UF:SI;RIPTION Of I:MItF:DMF:1'!T htATF.RIAC C•LA\\1►1L'A710N1
SOIL SOIL NI;SCRITTIrI� 111'
Diamond Agricultural PVC Pipe should be assembled and
CLwsa T1'rf: MATI:RIAL CLASNIVll•ATIU%
installed with uniform and continuous support from a firm Class .ng"la,.jranVIM-41rr•41•IN to I In VKN,.tn.•4e'.-1.•we 1.
rlYdinf enatcrials having etir,nal 14nirc.nrs sw'h►,rrwh:J,s..,c.r s..►.h"len
base in accordance with the installation procedures provided teal.cowshed slag.C;n4ces r ttvOwd thttb-
in ASTM D2321,and the Installation Guide for PVC Water Class 11 s1,i111• C•.W Wta traded gravcts and gravel sow n•ie,wret.tilde W ft.bakes Noq•y nay:.J
Pine (a "pocket-sized" edition is available from your t4,ow(section tetsiwed ea So.sit-C More than 9}%.o...wJ.w"••"al-w-r
Clean.
representative or from Diamond Plastics Corporation.) f,"ly isaded ira.tls tra.tr.,.nd. 4wt,.fora.- ran:. �1••a.r•-re..1
t.luse(lbor6on Ic"intd M H..t$Kit. Witte than"%.:,JawJ.w A..:111 lava,
Clean
Embedment materials are to be in accordance with soil SW Well.6mili l sands W tea-tllr sands.lads eat ft.f.s, 111.-e w'<.•f
fra.-t.w lusts Na,a site ►I.re Man VSt..•ea.n.•J.-".•Net.w.: r't.•.n
classifications listed under Unified Soil Classification Sr p,,,,lf soadcd,anils&'w S'a-elly lands holes..• ..:►t I%'.UK.J:.•a,.•
System, ASTM D2487.and ASTM D2488. (ob si,.n paste,No.J M.rt Naw""eela••wi•w Nil""` Clean
C•Isu Ill S.ult•• CJt $.toy pa-ell.irs-CI.LW Isb mealvftl Strut."n..re.J..w.:I....w s:I.,n.•J•w
Te assemble, clean mating surfaces of the bell, spigot, and No.a sat-t. Male than UP%etsa.Mrf nn Kan-sat tie
CC Clarey i4.•e11.j1s•a•I-.a..I:lay M.savfes %IF%.....r.:.4.......
gasket. Apply gasket lubricant (furnished by Diamond on n..«....�...:J
tCo.a sieve. Mire Man ti1+�reutned.w No :1a1-y.:
Plastics Corporation) to the entire spigot end up to the Sh1 silly lands.e.nd•lill m..lvee. Mart Man 91`4••' '•••'�"1• ''�"
ht.rr than}flDe IeulntJ.w N.. itrl s.r-e
reference mark. Also, apply lubricant to the contact surface SC clayey sands s".d.y n—loge. M..eN.n Sort.-I ••. ,, "•
of the gasket. Steve. More than 50%,n....•J.w M1 M121 a.•.,•
Co...1V SrJt /.IL Inrsan,C silos.•try fins 1.nJ..e..►ML t.IJ,).w-lava•.lava•.:". 1«,....I 1.«d
With the pipe in straight alignment, push the spigot into Sot of k1s. 50%.r nnrt p-a.•s►:.. :1111 sw
CL 6—twin!clays of I. I..m.•J.wn plan.ry,gt.•.Its.I... , ••••• •uf•��2
the bell up to the insertion line. If a pry bar is used to ICanrlays. I-Nv,JhA-"!' -'Ie" ws..........-p.••••
apply force, the pipe should be protected by placing a board hell I...yuM'ells,n.;a.'e•w...d..e..r,« I...•..1,.1....•., •••.••••1•• I
11m.1 s.essv than StIC. kA.r nrr.•p.•..••I••• :•.I• ••
between the bar and the pipe. CII lars+n:Clays of high pl.-&—ty fat al L•,p.•J I--,...,....... �•<..
n,Me I1..,t1 N.• .11,11 sw.c
If normal force does not complete the joint, disassemble the cla„V S..ls M Organic silt,uw ng,Ln.c sale, of I.._I.1..t...1, L_r.J 1.•,"•
` 51rr w nwse putts NA ;l1..ear
joint and examine the parts to make ce:►ian they are free of M Ikjlnn,Clays a(med:Vn.,,h.ih tda.s.a) Lad nJ 1....r C•..,•1 d•.••t••: ,,t•r
obstructions. Visually inspect Elie completed joint to insure more pastes Na.200 -e
I PT I Ftal.muck AM other hishly,rsan.0,plot
the gasket has not been dislodged.
S.nit we as adowd in AST161 U 2497.Clem(.r Chat I w f.al.•h.f..,deGM.1.r.k'0 hl It:t:1
•• In s,urdlnCC.•rh ASTM U I4117.less than 5%I,.at Not:ptl s.•-c
•••'1.a.eo.d.nee..th ASTM U:117.'snils•'tth S% a. 1:11. pa•-•nr "'.. :I%. . f.:l«• .•.•,J.rlu.:
rlasssf-Cas«.n that:s fr re ehusterrissie of Class tl Out al CIA%,Ill
Table 5.
APPROXIMATE GUIDE FOR ESTIMATED RANGE OF DECREE
OF COMPACTION VERSUS EMBEDMENT CLASS AND METHOD The haunching area is most fmporl:int to (he support of
OF PLACEMENT AS PERCENT OF STANDARD PROCTOR
DENSITY OR RELATIVE DENSITY* PVC pipe. For good support, !Ile haunching area should be
FOR GRANULAR MATERIALS IN P.aRENTItESIS" compacted to the densities given in the Long Terin
CLASS OF EMBEDMENT I Ji I I11 IV Deflection Chart.
Muturacmfad
161AT'ERIAL DESCRIPTION GrArou v Sorb W Gr3vd Miacd•Cnfn Fine Grain/
Mslcrisls Soils•Clues Soils Soils
Figure 2
006trouln nrt.tltoc coMera range 91, 918 6-30 / Vol
Is1n.1 S of del.urhl 1
1sCarfslo let.;..21.
Sol'CWUJI-471.04 Methw S of Ptoctltr for rox.t'_)0.nssty Ranee •••
,....,.
Compxl by po•ca tatrlpef 95.100 9$10? 95 too 90.100
IV fyntwo, (73•100) .011,I)l
Qn.,II by pxrtbk 5095 8095 75 90 "T'' r1r1 1 — }
Cc-to I �'
-IN nvl (60.75) (M K.
;I
Cunwl.ule by wrnua+ 7i495 xl)
(GO 73) IUD 1 ct ul ,. � •- ..- _ T I
i
(j0.6tf) 1 -All
7.
11.0.1 urnp ru ht 60 M) GD 7 S / ////� / f _�— •J
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be fabricated in almost any configuration. Some epoxy coated fittings
include stacks and hydrants as an integral part of the fitting.
occasionally it may be necessary to connect PVC plastic pipe to steel
or CA pipe. This connection can be made with a coupling called a
AON
transition or repair coupling. In-line valves can be supplied with
connections to gasket pipe .
Thrust blocking is required for gasket pipe. Most thrust blocks
will be concrete., Manufacturers recommended thrust blocks at any
change in direction greater than 100. Figure l gives an example of
different arrangements for thrust blocks.
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Figure 1 . Example of different arrangements for thrust blocks. y
-5-

--Specifications--
25A PERFORMANCE GUIDE
(Al) 25A X 8800 WATER•REEL PERFORMANCE Inches Depth of Application 320•
Nelson Sprinkler System "Irrigated Travel Speed-Feet Per Hour Degree
SR100 Performance Inlet AREA Preelp
4IfOL• PSI GPM OIA PSI Width X length 40 50 75 11-00 125 150 250 1400 We
OR
.or 50 75 224. 76 157 X 958 1.0 0.8 0.5 0.4 0.3 0.3 0.2 0.1 0.25
(16mm) 60 83 239 89 167 X 964 1.0 0.8 0.6 0.4 0.3 0.3 0.2 0.1 0.24
Taper 70 89 249 102 174 X 967 1.1 0.9 0.5 0.4 0.3 0.3 0.2 0.1 0.24
Ring 80 95 259 114 181 X 971 1.1 0.9 0.6 0.4 0.4 1 0.3 0.2 1 0.1 1 0.24
.or 50 85 231 80 162 X 961 1.1 0.9 0.6 0.4 0.4 0.3 0.2 0.1 0.27
(17mm) 60 94 246 94 172 X 966 1.1 0.9 0.6 0.5 0.4 0.3 0.2 0.1 0.26
Taper 70 101 259 107 181 X 971 1.2 0.9 0.6 0.5 0.4 0.3 0.2 0.1 0.25
Ring 80 108 269 121 188 X 974 1.2 1.0 0.6 0.5 0.4 0.3 0.2 011 0.25
.710 50 97 240 85 168 X • 964 1.2 1.0 0.6 0.5 0.4 0.3 0.2 0.1 0.28
(18mm) 60 106 254 100 178 X 969 1.3 1.0 0.7 0.5 0.4 0.3 0.2 0.1 0.27
Taper 70 4 268 114 188 X 974 1.3 1.0 0.7 0.5 0.4 0.3. 0.2 0.1 0.27
Ring 80 122 278 129 195 X 977 1.3 1.1 0.7 0.5 0.4 0.4 0.2-- 0.1 0.26
.750 50 110 250 92, C,175 X 968 1 1.3 1.1 0.7 0.5 0.4. 0,4 0.2 0.1 0.29
smin 60 120 264 407 185 X 972 1.4 1.1 0.7 0.5 0.4 0.4 0.2 0.1 0.29
Taper 70 �130* 27T 123 194 X 977 1.4 1.1 0.8 0.6 0.5 0.4 0.2 0.1 0.28
Ring 80 139 268 139 202 X 981 1.5 1.2 0.8 0.6 0.5 0.4 0.2 0.1 0.28
.79" 50 123 258 99 181 X 970 1.4 1.1 0.8 0.6 0.5 0.4 0.2. 0.1 0.31
(20mm) 60 135 273 117 191 X 976 1.5 1.2 0.8 0.6 0.5 0.4 0.2 0.1 0.30
Taper 70 146 286 134 200 X 980 1.5 1.2 0.8 0.6 0.5 0.4 0.2 0.2 0.30
Ring 80 158 297 151 1 •208 X 984 1.6 1.3 0.8 0.6 0.5 0.4 0.3 0.2 0.30
.8r 50 152 271 118 190 X 975 1.7 1.4 0.9 0.7 0.5 0.5 0.3 0.2 0.35
(22mm) 60 167 286 139 200 X 980 1.8 1.4 0.9 0.7 0.6 0.5 0.3 0.2 0.34
Taper 70 180 309 159 210 X 985 1.6 1.4 1.0 0.7 0.6 0.5 0.3 0.2 0.34
Ring Hours For 880 Feet of Travel: 22.0 17.6 11.7 8.8 7.0 5.9 1 3.5 2.2
System Inlet pressure shown above is for Turbine Drives.Engine Drives will be approx 10 PSI lower.
"Area covered may vary depending on wind conditions,field dimensions and use of unspecified sprinklers.
The average area covered per run is 4.1 acres.
The precipitation rate is In Inches per hour and Is based on a sprinkler arc of 320 degrees. Gearbox
The'System Inlet Pressure'is the pressure required at the traveler Inlet.It Includes allowances
for the traveler plumbing and drive,PE tube and sprinkler pressure.It does not Include any
pressure allowances for field elevation or mainline pressure loss. Do not use
the largest
IMPORTANTI Turbine drives will have higher pressure losses at higher RPM step on the
and are not recommended for travel speeds above 200 feet per hour. H
turbine
©For speeds above 200 Ft per hour use an Engine Drive. pulley.
Follow the belt pulley selections below.
Lowest speed pulleys: Up to 75 feet per hour. Turbine
Highest speed pulleys: From 75 to 200 feet per hour.
NOTE: Specifications are subject to change without notice. (Al)597 o164-o

--Specifications--
25A PERFORMANCE GUIDE
(Al) 25A X 880'WATER-REEL PERFORMANCE Inches Depth of Application 320,
Nelson Sprinkler System -Irrigated Travel Speed-Feet Per Hour Degree
SR700 Performance Inlet AREA Predp
d NOZ: PSI GPM OIA PSI Width X Length 40 50 75 100 125 150 250 1 400 Rrte
.63" 50 75 224 76 157 X 958 1.0 0.8 0.5 0.4 0.3 0.3 1.2 0.1 0.25
(16mm) 60 83 239 89 167 X 964 1.0 0.8 0.6 0.4 0.3 0.3 0.2 0.1 0.24
Taper 70 89 249 102 174 X 967 1.1 0.9 0.6 0.4 0.3 0.3 0.2 0.1 0.24
Ring 80 95 259 114 181 X 971 1.1 0.9 0.5 0.4 0.4 0.3 0.2 0.1 0.24
.67" 50 85 231 80 162 X 951 1.1 0.9 0.6 0.4 0.4 0.3 0.2 0.1 0.27
(17mm) 60 94 246 94 172 X 966 1.1 0.9 0.5 0.5 0.4 0.3 0.2 0.1 0.26
Taper 70 101 259 107 181 X 971 1.2 0.9 0.6 0.5 0.4 0.3 0.2 0.1 0.25
Ring 80 108 269 121 188 X 974 1.2 1.0 0.6 0.5 0.4 0.3 0.2 0,1 0.25
.71" 50 97 240 85 160 X 964 1.2 1.0 0.6 0.5 0.4 0.3 0.2 0.1 0.28
(16mm) 60 105 254 100 178 X 969 1.3 1.0 0.7 0.5 0.4 0.3 0.2 0.1 0.27
Taper 70 1 4 268 114 188 X 974 1.3 1.0 0.7 0.5 0.4 0.3. 0.2 0.1 0.27
Ring 80 122 278 129 195 X 977 1.3 1.1 0.7 0.5 0.4 0.4 0.2 0.1 0.26
.75" 50 110 250 T92i�215 X 968 1.3 1.1 0.7 0.5 0.4 0 4 0.2 0.1 0.29
9mm 60 120 264 5 X 972 1.4 1.1 0.7 0.5 9.4 0.4 0.2 0.1 0.29
Taper 70 130 27T 4 X 977 1.4 1.1 0.8 0.6 0.5 0.4 0.2 0.1 0.28
Ring 80 139 288 2 X 981 1.5 1.2 0.8 0.6 0.5 0.4 0.2 0.1 0.28
.79" 50 123 258 99 181 X 970 1.4 1.1 0.8 0.6 0.5 0.4 0.2 0.1 0.31
(20mm) 50 135 273 117 191 X 976 1.5 1.2 0.8 0.6 0.5 0.4 0.2 0.1 0.30
Taper 70 146 285 134 200 X 980 1.5 1.2 0.8 0.6 0.5 0.4 0.2 0.2 0.30
Ring 80 155 297 151 208 X 984 1.6 1.3 0.8 0.6 0.5 0.4 0.3 0.2 0.30
.87" 50 152 211 118 190 X 171 1.7 1.4 0.9 0.7 0.5 0.5 0.3 0.2 0.35
(22mm) 60 167 286 139 200 X 980 1.8 1.4 0.9 0.7 0.6 0.5 0.3 0.2 0.34
Taper 70 180 309 159 219 X 985 1.8 1.4 1.0 0.7 0.6 0.5 0.3 0.2 0.34
Ring Hours For 880 Feet of Travel: 22.0 17.6 11.7 8.8 7.0 5.9 3.5 2.2
System Inlet pressure shown above Is for Turbine Drives.Engine Drives will be approx 10 PSI lower.
Area covered may vary depending on wind concildons,field dimensions and use of unspecified sprinklers.
The average area covered per run is 4.1 acres.
The precipitation rate Is In Inches per hour and Is based on a sprinkler arc of 320 degrees. Gearbox
The'System Inlet Pressure'Is the pressure required at the traveler Inlet It Includes allowances
for the traveler plumbing and drive,PE tube and sprinkler pressure.It does not Include any
pressure allowances for field elevation or mainline pressure loss. Do nor vu
m.iarg.n
IMPORTANTI Turbine drives will have higher pressure losses at higher RPM M-P o"the
and are not recommended for travel speeds above 200 feet per hour.
For speeds above 200 Ft.per hour use an Engine Drive. © pu ,
Follow the bait pulley selections below. ^�
Lowest speed pulleys: Up to 75 feet per hour. Turbine
Highest speed pulleys: From 75 to 200 feet per hour.
NOTE: Specifications are subject to change without notice. (All 597-0154.0

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Bud Rouse PAGE 2
'ADD�ESS: Mt. Olive, .
TYPE AND SIZE 2448 topping
OPERATION
CLASS 111
DESIGNED BY Jimmy Vinson
DATE 4/29/91
APPROVED BY Jimmy Vinson
DATE
PERMANENT STORAGE
2448 Ho8s x 135 | bs per ho8 1 Cu Ft per I . 330480 Cu Ft
TEMPORARY STORAGE
330480 / bs of animal x 1 .85 cu,, ft. of waste per day 80307 Cu Ft
per 1000 | bs of animal wt . x 180 days
RAINFALL LEGS EVAPORATION
7" X 72600 sq . ft . surface area per 12"per ft 42350 Cu Ft
RAINFALL - 25 YR. 1 DAY STORM
7.5" X 72600 sq . ft . of surface area per 12" per ft . 45375 Cu Ft
TOTAL STORAGE NEEDED 498512 Cu Ft
18463 Cu Yds
� TOTAL STORAGE AVAILABLE 503550 Cu Ft
18650 Cu Yds
AMOUNT OF FILL DIKE 93500 Cu Ft
PAD 193500 Cu Ft
---------
TOTAL 287000 Cu Ft
SETTLEMENT 10% 28700 Cu Ft
'~~. ---_-----
TOTAL AMOUNT OF FILL 3157*00 Cu Ft
11693 Cu Yds
CUT TO FILL RATIO TOTAL EXCAVATION 408083 Cu Ft
1 .8: 1 15114 Cu Yds
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NAME: Bud Rouse
APPROXIMATE ANNUAL NITROGEN (N) AND PHOSPHORUS (P) PRODUCTION
N: 57900 LB P: 16888 LB
TONS OF WASTE STORED: 4818
�
t:EFORE ANY EFFLUENT I 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
RALEIGH 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 nperation:
Land Avai / . Land Required
25.0 36.7 ac . of cropland planted to corn
0.0 20.8 ac . of coastal bermuda8rass--3razed
5.0 14.2 ac . of coastal bermuda8rass--hay
5.0 29.4 ac . of fescue--grazed
120.3 percent of land required is available
` 0 sow Farrow to Feeder operation:
Land Avail . Land Required
V 0.0 ac . of cropland planted to corn
0 0.0 ac . of coastal bermudagrass--grazed
0 0.0 ac . of coastal bermuda8rass--hay
0 0.0 ac . of fescue--grazed
ERROR percent of ! and required is available
-�-
0 sow Farrow to Finish operation:
Land Avai | . Land Required
0 _ 0.0 ac . of cropland planted to corn
0 0.0 ac ,, of coastal bermuda3rass_-3razed
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 e | . ����^'
------------------------------
DO NOT LOWER THE FLUID ANY ,
LOWER THAN 8.0' ei . mdl�' "-s
------------------------------
'
`
,HE 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

F'ACiE
NAME: Bud Reuse
OPERATION AND MAINTENANCE
sty lagoon is designed for waste treatment with minimum or-lor
c:ontre- I . The time required for the planned fluid level to be
reached may vary due to so I I ccind i t i ons, f I u sh I ng oper at: i ---.ns , artt_I
-the amount, of fresh water- added to the system.
Land application of waste water is recognized as an ac::ceptati I e
rflethod of d I sl-_ _--sal . Irrigation by using center pivot , guI`s , i*rr
-traveler is the preferred and most efficient method to dispose t:lf
-the effluent from -the lagoon . Care should be taken when applying
waste to prevent damage to the crops and to, prevent rl11`s0•f f ft--Orfl
the fields .
The following items are to be carried out :
1 . I-eg i n pump-C-ut of the lagoon when fluid level reaches, invert
t
of the outlet pipes or at a pre-determined elevation .
:.. Stop pump--out before the lagoon deptl-� is less than ��% feet
deep or at a pre-determined depth . (This prevents the loss of
favorable bacteria)
:,. The recommended amount tc apply per` i rr- i gat i on is ��-ne inch ,
and maximum recommended application rate is 0.5 inch per hour .
It is recommended that the treatment lagoon be precharged to
21 its capacity to prevent excessive odors during beginning
,ages of the operation. Precharg i ng reduces the concentration of
the initial waste entering the lagoon thereby reducing odors .
Solids should be covered with . water- at all times .
F. Keep vegetation on the embank-ment and areas around the lagoon
and buildings mowed.
.
6. Repair- any_.,eroded areas and establish in vegetation .
7. The Clean ear, Water- Act of 1977 prohibits the discharge of
poIIutants into waters of the United States . The Department of
Env i ronme'nt, -Heal th, and Natural Resources, Wastewater
Management Section, has the responsibility for- enforcing this
law.
S. A I I surf ace water i s to be d i verted from the I agoon 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 . TI-, i s
design has been explained to me and I agree with all provisions
7ted in the design . I also certify that there are no residence
1 ,er than mine or my tenants ' within 750 feet of this operation .
i understand that compliance with this design DOES NOT pi-event
someone from suing me because of nuisance or other reasons ..
S i gnature�

NAME: Bud Rouse
PAGE 5
SEEDING SPECIFICATIONS
EA 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
(X) 150 LBS. FESCUE GRASS
(X) 105 LBS., OATS
( > 150 LBS. BAHIA GRASS
( ) 12 LBS. WEEPING LOVE GRASS
( > 36 LBS. HULLED BERMUDA GRASS
( ) 60 LBS. UNHULLED BERMUDA GRASS
DIVERT ALL WATER TO A STABLE OUTLET
�
THE NEAREST RESIDENCE IS 1000 FT.
T,B.M. 50.0 ft. ELEVATION
DESCRIPTION hub set @ sta. E 0+00
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 BUILDINGG ARE COM-
PLETED AND READY FOR USE. (WE RECOMMEND THAT 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. ) SHAPE AREA TO BE SEEDED.,
INCORPORATE LIME AND FERTILIZER AND PREPARE A 3" SEEDBED. SECURE
MULCH AND FIRM SEEDBED WITH A DISK, CULTIPACKER, OR SIMILAR EQUIP.

NAME: Bud R 11se PAGE r,
DEPTH [AREA OF TOP + AREA OF BOTTOM M + 4 ;: AREA OF. MIDSECTION]
VOLUME -- --------- _-___«««..-___._______________________________________Y
6 0 2
DEPTH C L X 14 + L X w + 4. „ L :: W 1
VOLUME
!mot 27
9.0
Y0 E 210 X 320 + 7 r t5=, X 275 + 4 l/ 1.88
X Q8..I
6Y0 27
VOLUME
Y 0 27
503550.0 CU. FT.
VOLUME = ---.-_.«___
27Y0
VOLUME = 18650.0 C:U Y YDS Y
7 2". 0 0 Y 0 s cl Y f 4f Y
-1198511 .6 cu. ft . needed
SIDE SLOPES 2Y5. 1

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Animal waste lagoons are designed with permanent storage
(waste treatment volume) and temporary storage.
The designed 6 month temporary storage is an estimated
volume based on: 1 ) waste from animals; 2) excess rainfall
after evaporation; and 3) the largest 24 hour (one 'day)
rainfall that occurs on the average of once every 25 years.
The volume of waste generated from a given number of animals
will be fairly constant throughout the year and from year to
year. The excess rainfall will vary greatly during the year
and from year to year. This estimate is based on 7 inches
of excess rainfall which is equal to or exceeds the highest
6 months excess in a year. The average annual excess
rainfall is approximately 3 inches. Therefore, an average
of E inches of excess rainfall wi 1 1 need to be pumped each
year. The 25 year rainfall will not be a factor to consider
in an annual pumping cycle, but this storage volume must
always be available. A maximum elevation is determined in
each design to begin pumping and this is usually the outlet
invert of pipe from building(s) . If the outlet pipe is not
installed on the elevation to begin pumping, a permanent
marker must be installed on this elevation to ' indicate when
Pumping should begin. After initial filling of lagoon, a
minimum 6 feet depth must be maintained for anerobic
treatment of waste. An elevation must be established to
stop pumping to maintain the minimum treatment depth.
Pumping can be started or stopped anytime between these two
elevations for operating convenience so long as site
conditions permit (conditions are weather, soil , crop, and
equipmenttoapply
waste to Prevent runoff or leaching) .
F l3o the max-imum elevation to begin pump
is
1` feet and the minimum- elevation to pum to i The design temporar st p s _ feet.
storage, less 25 year storm, i s ,1�2 ��'�
wullcvaretgl2.�� gallons' As stated bef ore, this volume
Y considerably from year to year.
This lagoon is -designed to flush buildings with rec cIed
lagoon liquid, and fresh water should not be used f or
flushing after initial f i I I ing.
4

ATTACHMENT A
Page 1
WASTE UTILIZATION PLAN
Producer Count ,(� +
y ZL
r�`Address , —. f U Ef ,//L/- Kind of Operation 174- 6>
/mil'/�//'✓�S Type of Waste Facility
Your animal waste management facility has been designed for a
given storage capaciy . When the waste reaches the designed
level, it must be land applied at a specified rate to prevent
pollution of surface and/or ground water. The plant nutrients
in the animal waste should be used to reduce the amount of
commercial fertilizer required for the crops on the fields
where the waste is to be applied. This waste utilization plan
uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle and annual - soil tests
are encouraged so that all plant nutrients can be balanced for
realistic yields of the crop to be grown.
Several factors are important in implementing your waste
utilization plan in order to maximize the fertilizer value of
the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the
needs of the crop to be grown and the nutrient content of the
waste. Do not apply more nitrogen than the crop can utilize.
Soil types are important as they have different infiltration
rates and leaching potental. Waste shall not he applied to
land eroding at greater than 5 tons per acre per year. Do not
apply waste on saturated soils or on land when the surface is
frozen. Either of these conditions may result in runoff to
surface waters. Wind conditions should also be considered to _
avoid -drift and downwind odor problems. To maximize the value
of nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or
not more than 30 days prior to. planting*. Injecting the waste
or disking will conserve nutrients and reduce odor problems.
The acres needed to apply the animal waste is based on typical
nutrient content for this type of facility. Acreage
requirements may be more or less based on the waste analysis
report from your waste management facility.
The design of your waste management facility is based on the
following:
Amount of Waste Produced Per Year•
animals x waste /animal/yr = total waste
produced.

U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner cL 0 County r-)- �i
n
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
: Est. Elev. :Est. Elevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use ; Improvements Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft. % Ft. Ft.
• .
3 .
Describe potential for loss of life and ,damage to existing or probable futpr, downstream
improvements from a sudden breac Z,� 6 2F�
Hazard Classification of Dam .b,. c) (see NEM-Part 520.21)
Dam Classification (I II, III, IV, V)
By r S' C�� Date
1 name title
Concurred By Date
name title
rol",
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

rmilu;RPHY
POST OFFICE BOX 759 • ROSE HILL,NORTH CAROLINA 28458
[phone]
December 31, 1993
Mr. Frederick Rouse
Rt. 1, Box 127
Albertson, NC 28508
Re: Frederick Rouse, 1224 Head Finisher Addition
Dear Mr. Rouse:
I am enclosing a copy for your use of the project design and site
location for the above 1224 head finisher addition.
This project was designed based on the guidelines established by
the SCS office.
The Waste Utilization Plan prepared by Mr. Billy Houston, Duplin
County SCS, is included with this design.
Please contact me at (919) -289-2111, Ext. 524 if you have comments
and/or questions concerning this package.
Sincerely,
MURPHY FARMS, INC.
n en es , P.E.
roject Engineer
JRL:smw
Enclosures
Jr cc: File
Steve Wall (Letter Only)

°HY FARMS, INC. Page 1
P.O. Box 759 g
_xause Hill, NC 28458
7
rarm Operator: Frederick Rouse Addition
Date: 12/31/93
OPERATION AND MAINTENANCE PLAN
-----------------------
This lagoon is designed for waste treatment (permanent storage) with minimum
odor control. The time required for the planned fluid level to be reached
(permanent + temporary storage) may vary due to soil conditions, flushing
operations, and the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume based on:
1) waste from animals
2) excess rainfall after evaporation
and 3) the largest 24 hour (one day) rainfall that occurs on the average
of once every 25 years.
e volume of waste generated from a given number of animals will be fairly
istant throughout the year and from year to year.
This estimate is based on 7.0 inches of excess rainfall which is equal
to or exceeds the highest 6 months excess in a year. The average annual excess
rainfall is approximately 8 inches. Therefore, an average of 8 inches of excess
rainfall will need to be pumped each year. The 25 year rainfall will not be a
factor to consider in an annual pumping cycle, but this storage volume must
always be available. A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from the building(s).
If the outlet pipe is not installed on the elevation to begin pumping, a
permanent marker must be installed on this elevation to indicate when pumping
should begin. An elevation must be established to stop pumping to maintain the
minimum treatment depth of 6 feet.
Pumping can be started or stopped at any time between these two elevations
for operating convenience as site conditions permit, such as weather, soils,
crop, and equipment in order to apply waste without runoff or leaching.
Land application of waste water is recognized as an acceptable method of
disposal. Methods of application include solid set, center pivot guns and
traveling gun irrigation. Care should be taken when applying waste to
or.event damage to crops.

MURPHY FARMS, INC. Page 2
P.O. Box 759
Rose Hill, NC 28458
Farm Operator: Frederick Rouse Addition
OPERATION AND MAINTENANCE PLAN (continued)
-----------------------
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be precharged to 1/2
of its capacity to prevent excessive odors during start—up. Precharging
reduces the concentration of the initial waste entering the lagoon, thereby
reducing odors. Solids should be covered with effluent at all times. When
precharging is complete, flush buildings with recycled lagoon liquid. Fresh water
should not be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
_`r 3. Begin pump—out of the lagoon when fluid level reaches elevation 1;00.50 feet
as marked by the permanent marker.
;Stop pump:-�oyt of the lagoon when fluid level reaches elevation v97.90 feet
or before the fluid depth is less than ;'7 40r feet deep (this prevents
the loss of favorable bacteria).
The designed temporary storage volume less the 25 year — 24 hour
storm volume is 65,476 cubic feet or 489,759 gallons.
As stated before, this volume will vary considerably from year to year.
4. The recommended maximum amount to apply per irrigation is one (1) inch
and the recommended maximum application rate is 0.3 inches per hour.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed
annually. Vegetation should be fertilized as needed to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well.
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 Environmental Management, has the responsibility
for enforcing this law.

r9URPH 1 ARIVISo INC. Page 1
P.O. BOX-7-69
_ Rose Hill-NC 28458
S � — �q43
Farm Operator: Frederick Rouse Addition
Date: 12/31/93
SEEDING RECOMMENDATIONS
------------------
Acres of Fescue Grass: 0.0
Acres of Bahia Grass: 0.0
Acres of Hulled.Bermuda Grass: 0.0
Acres of Rye Grain: 3.0
Acres of Rye Grass (Temporary vegetation): 3.0
Total Area to be seeded: 6.0 Acres
Use the following seed mixtures indicated:
0.0 :;;Lbs. Fescue Grass @ 60 Lbs./Acre
(Best suited on clayey or wet soil conditions)
Seeding Dates: September 15 To November 30
0.0 Lbs. 'Pensacola' Bahia Grass @ 60 Lbs./Acre
(See Footnote No. 1)
Seeding Dates: March 15 to June 30
0.0 Lbs. Hulled Bermuda Grass @ 8 Lbs./Acre
(Suited for most soil conditions)
Seeding Dates: April 1 to July 31
90.0 Lbs. Rye Grain @ 30 Lbs./Acre (Nursery for Fescue)
120.0 Lbs. Rye Grass @:�,40 Lbs./Acre (Temporary Vegetation)
Seeding Dates: Dqc"ember 1 to March 30
210.0 Total ibs. seed mixture are required for this application

MU*RPHY FARMS, INC. Page 2
P.O. Box 759
Rose Hill, NC 28458
e""
Farm Operator: Frederick Rouse Addition
Date: - 12/31/93
SEEDING RECOMMENDATIONS (Continued)
------------------------
Apply the following to the seeded area:
6,000.0 Lbs, of 10-10-10 Fertilizer @ 1000 Lbs./Acre
12.0 Tons of Dolomitic Lime @ 2 Tons/Acre
600.0 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 and firm seedbed with a cultipacker or similar equipment.
Apply mulch and secure with a mulch anchoring tool or netting.
Note 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 the
Bahia Grass is established.

Frederick Rouse, 1224 Finisher Addition — Duplin County
Typical View of a One—Stage Lagoon System
High End Pad Elevation:. 105.80 Ft.
Low End Pad Elevation:__._. 102.50 Ft.
Confinement Top of Dike Elevation: 102.50 Ft.
Building
Top width: 12 Ft. Maximum Fluid Elevation:_ 101 .20 Ft.
Discharge Pipe Invert Elevation:_ 100.50 Ft.
Pit
Treatment Lagoon
12 Start Pumping: 100.5(
" pipe (Needs to be adequately supported) Maximum Depth: 10.70 Ft. End Pumping: 97,90
Water Table: 96.00
Bottom Elevation: 90.50 Ft.
Inside Side Slopes: 3-1
Outside Side Slopes: 3:1

CERTIFICATION OF ENGINEER
The undersigned, an engineer duly registered to practice under the laws of
the State of North Carolina, hereby certifies that these plans and calculations
entitled " Frederick Rouse Addition " a 1,224 Head, Finishing Only Farm
are an accurate copy of the work to be performed on this project.
These plans fully and accurately depict the layout, location and dimensions of
the project site.
The design volume calculations are based on the guidelines established by the
United States Department of Agriculture, Soil Conservation Service.
Signature:
��� SEAL v's
Registration No.
lee
Date: 3 '�/�/,R L ENF�S�.��',
If 1111I1

MUflPHY FARMS, INC. page 1
P.O. Box 759
rlose Hill, NC 28458
Farm Operator: Frederick Rouse Addition
Date: - 12/31/93
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
------------------------------------------
SECTION 1: CLEARING
All trees and brush shall be removed from the construction area before any
excavation or fill is started. Stumps will be removed within the area of the
foundation of the embankment, all fill areas and all excavated areas. All
All stumps and roots exceeding one (1) inch in diameter shall be removed
to a minimum depth of one (1) foot below final grade. Satisfactory disposition
will be made of all debris.
The foundation area shall be loosened thoroughly before placement of
the embankment material. The lagoon site (and pad site if needed) is to be
Stripped of topsoil (minimum of 31) and stockpiled for use on dike and pad
slopes (finished depth of 2-311).
SECTION 2: CUT—OFF TRENCH
A cut—off trench (when specified) shall be installed as shown on the plans.
SECTION 3: CONSTRUCTION
Construction of excavated and earthfill areas shall be performed to the neat
lines and grades as planned. Deviations from this will require prior approval
of the SCS. Earthfill shall be placed in a maximum of 6" lifts and shall not
be placed in standing water. Compaction shall be performed by the construction
equipment or by a sheeps—foot roller during placement.
r"-he embankment of the lagoon shall be installed using the more impervious
materials. Construction of fill heights shall include ten (10) percent overage
for settlement.

f
MURPHY FARMS, INC. Page 1
P.O. Box 759
Rose Hill, NC 28458
e"�
Farm Operator: Frederick Rouse Addition
County: Duplin
Date: 12/31/93
Soil Investigation to Determine Suitability of Proposed Lagoon Site
-------------------------------------
A total of two (2) soil borings were taken on this site by Billy Houston, SCS, to
determine if the existing soils would be suitable for embankment material for the lagoon.
All of the borings were made in the vicinity of the proposed lagoon.
The benchmark elevation of 98.94 feet is located on the top of control point#3.
The estimated high water table elevation = 96.0 Feet, +/—
Using the Unified Classification System, the results of the borings are as follows:
Boring #1: 0 Ft. — 1 Ft. — SM material (silty sand)
1 Ft. — 2 Ft. — SM,SP materials (silty sand; poorly graded sands)
2 Ft. — 4 Ft. — SM material (silty sand)
4 Ft. — 6 Ft. — SC material (clayey sands; sand—gravel mixture)
6 Ft. — 10 Ft. — SC,SM materials (clayey sands; silty sands)
Boring #2: 0 Ft. — 1 Ft. — SM material (silty sand)
1 Ft. — 2 Ft. — SM,SP materials (silty sand; poorly graded sands)
2 Ft. — 6 Ft. — SC material (clayey sands; sand—gravel mixture)
6 Ft. — 10 Ft. — SC,SM materials (clayey sands; silty sands)
Based on the results of these borings, ALL of the soils available on this site are suitable
to be used as embankment material for the lagoon site. A suitable clay material (SC,CL)
for the liner will be required.

MU41PHY'FARMS, INC. Page 2
P.O. Box 759
,,,Rose Hill, NC 28458
Farm Operator: Frederick Rouse Addition
Date: - 12/31/93
SPECIFICATIONS FOR CONSTRUCTION (Continued)
-----------------------------
To protect against seepage, when areas of unsuitable material are
encountered, they will need to be excavated to a minimum of one (1) foot
below grade and backfilled and compacted with a SCS approved material
(ie — CL, SC, CH). Refer to the soil investigation information-in the plans
for special considerations. Precautions should be taken during construction
to prevent excessive erosion and sedimentation.
SECTION 4: VEGETATION
All exposed embankment and other bare constructed areas shall be seeded
`o the planned type of vegetation as soon as possible after construction
according to seeding specifications sheet.

1 S
EARTHWORK
CALCULATIONS

r
7
•
Total Volumes
Grid cell size: 4. 23 by 4. 24
Original drawing scale: 50. 00 ft/in
-----------------------------------
Project: Frederick Rouse
Drawing: Pad & Lagoon #2
Number: 1224 Finisher Addition
Location: Duplin County
Bid Date:
Engineer: John Lenfestey
Owner: Frederick Rouse
Estimator:
-----------------------------------
Prepared by: using SITEWORK BASIC
Date: 12/31/93 Time: 09:49:20
Final surface: Proposed
Initial surface: Existing
Tight Volumes Expansion M Expanded Volumes
Cut 7812. 40 0. 00 7812. 40
Fill 5815. 21 20. 00 6978. 26
:ference 1997. 19 Net Export 834. 14
All volumes are in cubic yards.

1
Da.ti:l i�"1t Par i a�a�:a•r - •
101.470
•'- 1142.5
99.00
103.
'Pis iIsla
._._
0.00
98; 105
00
• 1�t. 0
.d0
30 91.S0 .00
'- 105.90
;
.50
:
I
:
;
__,.,_--- .50
• - 102.50
e
•50
R-pp ort: P 1 z.n V iww Cross--Baoc t i on Lac apt i ons
Pi-o j oc t: Fred-er i c k Rouser
Dt-;kw i nj: Pad a4 L;hgoon 02
+:&c dr: Prop•oas&d
Prarp arGa-d bw: using S I TEWORK BASIC
Da<t4&: 1.2/31-193 Tim.&: 04:45:5S
?k7 140
S•= lcr: 70 +t.-in

Cross-SQc t i on P l c-t a
Digit imed Poir-its
Horiz. acawla: 30 �f't�in Vart scu.la: 3 ^Ptiin
Pro, �es=t: Fred6rr i c k Ruum.e
Draw i n4: Pa,d & Lagoon 02
NLumb• : 1224 Finishag Addition
Hica•t srDity Dup 1 in Countw
Eng i rnQvtr: John Lan+ws&t iew
Own@r: Frederick Rouaa
Eat i m:e.t or:
Pr-Op pa.r4d bw: us i n S ITE WORK BASIC
Ds.tr: 12,131�93 T�mw: 09:s0:Z3
105.5 A - A'
104.0 ...............................................................................................................................................................
102.5 ....... ............................................................................. - - i..........................................................
f � t
1
f t
101.0 ................ ................................................................../.... ...........� ......................................................
r t
f ti
99.S ......-,..^ ...............................P.rta� �I�d..............�c......... .....................................................
r _ _ l
99.0 ........................ ........................ .................. ..................................................
1
1
9.6.s .............................. ....................... ...................... ...% .................................................
ti
t
9s.0 ... ..............................................
1
t
.......................... .................... 'ai 'i h.�..� .......................
ti
/ 'L - - - - - - - - - - - - - -
92.0 ....................... .............../.................................................................................
90. g ............ ....................................................................................
v
199.0 ...............................................................................................................................................................
244.3
67..s- 270.

Cr-oar•-Scstr t ion P 1 Gt s•
Di.-vit izaro� Points
Horiz. scsxla: 30 -Pr_iin v4art. zcaale: 3 -Pt.--'in
Pro j oc t: Frader i c k Rou.s.o
Dr-a�w i n4a: F s.d StLkg oon 02
Number,: 1224 Finishatr Addition
Hicat
ipn: I1up 1 in Countb
En9lnearr: John Lon+aatay
Owner: Frvdarick Rouse
Est imator:
pr-Op wt-ed b%j: us i nq S I TE WORK BASIC
La,t e•: 12i31 i•93 T i me: 09:52:24
105.5 B - B'
104.0 ............ ...................................................................................................................................................
102.5 .... . ...................................................................................................................................................
101.0 ............ ................................................................................................................................................
99.5 ............ ... ................................P,rnp uftd.................................................................................................
76.S ......................................................... .............................................. .....................................................
95.0 ............. ............................................ .............................................. ....................................................
93.5 ............ ........... ............................. ........................................ ............................................
'ESli'si Yrt:l'
......................................................... .....................................................................................................
9 rI,.G
V
S9.0 ............ ...................................................................................................................................................
S7. 249.6
270 "

Crosv.-Section Plnta
Digit izwtcl Points
Horiz. acalo: :S0 -Ptiin Vert. sca.la: 3 ftiin
Pro,lect: Frederick Rou.sa
Df-uwinq: Pad 8& Lagoon 02
Number: 1224 Finisher Addition
LOcda.t i?n Duplin County
EEnlgilnlear: John Lem+eateb
Owner: Fraderick Rouse
Estimator:
Prapperred b.r: using SIYEWORiC BASIC
Data: 12�31i93 Timer: 09:83:-54
111.E C - C'
110. 1 ...............................................................................................................................................................
108.6 ...............................................................................................................................................................
1 07. 1 .................................................................................................................................................................
105.d. .................................................P. M R s e d.................................................................
1 04. 1 ...................................................... ........ ................................................................... .............
102. 4 ... ........................................................................................... ..........
101. 1 .......................................................................................................................................................
rr
99.E .... ......... .. .. .... .... ............. .... .. .... ..,....................... r=:W:r Y S}i� -.-.... � �.� ....
9 s. 1 ...............................................................................................................................................................
96.6 .................................................................................................................................................................
e
9�3. 1 ...............................................................................................................................................................
93.t. 249.8
7 . '.

jrientation: -45.01 Z Magni-picaation: 14. Inclination: 20.0 `
ti5�tl
104.00 �S v, 1�4�5 titi h'`
104.010, S 44 �4 Sti til ti 4� ���� 4 41, ti, r
102.00
too.eei
rti 4 f,
94.Oe }�••:i' "�:
94.00
.;f�'- iiy' -•ice _:�:
90.ee
Lowar La-Pt 3D Mosh Surface
3D flesh Surfa.c a
Proposed
Pro, a•c t: Fr^ceder•i c k P,ous.&
Drxwins4: Pad 8. Lavoon 02
Nu.ruba•r-: 1224 Finis•h.or Addition
Locakt ion: Dup 1 in COL..r.ty
Bid Ila..te:
Engineer: John LQnfoatay
Owner•: Frederick RQtASG
Eut i rrmt or:
Pr-wp akr-.ad b•j: -As i na S I TEWORK BASIC
Da•.t s•: i 2i31 i93 T i rr.,r: @9:58:48

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0E<Z5°CL L£c 1333 000 0£E Z 9£: S£: ,99 Oct
t_
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f�
j
Oporator: Frederick Rouse County: Duplin Date: 12/31/93
Distance to nearest residence (other than owner): 850.0 feet
1. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
1,224 head (finishing only) x 135 lbs. = 165,240 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) = 165,240 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 165,240 lbs. SSLW x Treatment Volume(CF)/Ib. SSLW
Treatment Volume(CF)/Ib. SSLW= 1.0 CF/lb. SSLW
Volume = 165,240 Cubic Feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet (As per owner's request)
4. TOTAL DESIGN VOLUME
Inside top length = 130.00 feet ; Inside to width = 330.00 feet
Top of dike at elevation = 102.50 feet
Freeboard 1.30 feet ; Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation = 101.20 feet
Bottom of lagoon elevation = 90.50 feet
Seasonal high water table elevation = 42.50 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SIDE1 SIDE2 LENGTH WIDTH DEPTH
3.00 3.00 3.00 3.00 122.20 322.20 10.70
AREA OF TOP = LENGTH *WIDTH
122.20 322.20 — 39,373 SF (AREA OF TOP)
AREA OF BOTTOM = LENGTH *WIDTH
58.00 258.00 = 149964 SF (AREA OF BOTTOM)
AREA OF MIDSECTION = LENGTH *WIDTH * 4
90.10 290.10 = 1049552 SF (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA( BOTTOM] * DEPTH 39,373 + 104,552 + 14 964 * /6
1.78
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 283,352 CU. FT.

r
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA.
Lagoon (top of dike)
Length *Width =
130.00 330.00 42,900 square feet
Buildings (roof and lot water)
Length *Width =
0.0 0.0 0.0 square feet
TOTAL DA 42,900 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 165,240 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 40,451 cubic feet
rl ,B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
Volume = 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.00 inches
Volume = 7.00 in * DA/ 12 inches per foot
Volume = 25,025 cubic feet

5D. Volume of 25 year — 24 hour storm
Volume = 7.50 inches/ 12 inches per foot* DA
Volume = 26,813 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 40,451 cubic feet
5B. 0 cubic feet
5C. 25,025 cubic feet
5D. 26,813 cubic feet
TOTAL 92,288 cubic feet
6. SUMMARY
6.1: Total required volume 257,528 cubic feet
6.1 A: Total design volume avail. 283,352 cubic feet
6.2: Min. req. treatment volume plus sludge accumalation 165,240 cubic feet
6.2A: At elev. 97.90 feet ; Volume is 167,509 cubic feet (end u( pumping)
6.3: Total design volume less 25yr-24hr storm is 256,539 cubic feet
6.3k At elev. - 100.50 feet ; Volume is 256,440 cubic feet (start pumping)
Seasonal high water table elevation 42.50 feet
7. Designed By: John Lenfestey Approved y:
Date: 12/31/93 Date:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

MIURPI-1Y FARMS, INC.
P.O. Box 759
ose Hill, NC 28458
rIlhone:
919-289-2111
Calculations By: John Lenfestey
Operator: _____> Frederick Rouse
County: —__—_> Duplin
Date: __--__> 12/31/93
Dist.to nearest residence (other than owner): __—__> 850 Feet
Sows (farrow to finish): _____> 0
Sows (farrow to feeder): _____> 0
Head (finishing only): _____> 1,224
Sows (farrow to wean): _____> 0
Head (wean to feeder): _____> 0
Storage volume for sludge accum. (cu. ft.): __—__> 0.00 Cu. Ft.
Treatment Volume (min. 1 cu. ft./lb.) —____> 1.00
Inside top length: _____> 130.00 Feet
Inside top width: __—__> 330.00 Feet
Top of dike at elevation: _____> 102.50 Feet
Freeboard: __—__> 1.30 Feet
Side slopes: _____> 3.0 : 1
25 Year — 24 Hour Rainfall =____> 7.50 Feet
ottom of lagoon elevation: _____> 90.50 Feet
.in imum Permanent Storage Depth of Lagoon: _____> 7.40 Feet
i otal required volume: _—___> 2579528 Cu. Ft.
Total design volume avail.: _—___> 283,352 Cu. Ft.
Design end pumping elev.: _____> 97.90 Feet
Minimum required treatment volume: ____> 165,240 Cu. Ft.
Treatment vol. at end pumping avail.: ____> 167,509 Cu. Ft.
Design start pumping elev.: _=___> 100.50 Feet
Design Vol. — 25 Yr/24 Hr Rainfall: _—__> 2561539 Cu. Ft.
Design vol. at start pumping elev.: _____> 256,440 Cu. Ft.
Seasonal high water table elevation: _____> 42.50
NOTE: Verify that bottom of temp. storage =____> 97.90
is above water table elevation:
NOTE: Verify that temp. storage is adequate:
Min. required temporary volume: 929288 Cu. Ft.
Design temporary volume available: 115,843 Cu. Ft.

f�
EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGEMNET SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) (91*0)296-2120
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [phone]
COOPERATIVE EXTERSION SERVICE (CES) [phone]
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a. Immediately.stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
C. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or 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.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
1

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off-
site damage.
a. Contractors Name: t[.ieEL
L.- S
b. Contractors Address: W
C. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: t C
b. Phone:
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

,�, �icM=: � •._°:.��, EM�a Ca`�N�NG1C�`�1.CTN©NAP � ��`������� �'
This plan will be implemented in the event that animal manure or lagoon effluent from your
operation is lealdng, overflowing, or running off the site:
Step (1) Stop the release or flow of manure/effluent.
Step (2) Assess the extent of the spill and note any obvious damages.
Step (3) Contact appropriate personnel and agencies.
Murphy Family Fauns: 800-311-9458 or 910-289-6439 (See Land&Nutrient Management
phone list attached)
Department of Environmental Management (DEM) Regional Office:
DEM after hours emergency: 919-733-3942
Local Emergency Management System:
Local Natural Resource Conservation Service:
Local Cooperative Extension Service:
Local Soil and Water Conservation District: /- 9/0
Local dirt-moving/heavy equipment companies:
Name Phone#
1. /121/lE CAAALAEAS 9/0 — 2,?9—3.P2 5-
2. !Joao t /<o nl - AY Sk 9/9 -651- 56L5
3. -
Local contract pumpinghrrigation equipment companies:
a Name Phone #
I. B.Qic,e 9 Z- S- ;4, /Z
2. C- 57 E,e.J i44�:,ei S YSTa5n s `r/n Z P3-d 60 a
3- M,*iJoh? T/G1- ht" i,9aTleiJ 5/0 —dp-5- -V5'el
PUtplelq ZOLLtC KoPA)E Ay 9/9 - 65-e-69',.?7
Step (4) Implement procedures as advised by MIFF, DEM, and technical assistance
agencies to rectify the damage, repair the system, and reassess the nutrient
management plan to prevent future problems.
Note 1: See MFF Environmental Emergency Procedures Flowchart attached
Note 2: Seepages 89-91 of the Certification Training Manual for more details.

Land do Nutrient Management Certification Mmrual
qnvironmental emergenc
ENVIRONMENTAL h has poteatig water qualit
EMERGENCY
PROCEDURES Contact M1f
Serviceperson
Lagoon level has
Lagoon dike has suddently dropped Irrigation/flush systems
breached/broken out without irrigating. malfunctioned creating
a significant leak.
a temporary di Yes an you identi e-you capable f no
be built to stop the Construct y No stopping source o
discharge? temporary the discharge dike. outlet? flow.?
No Y Yes
Yes
Obtain
Take action Attempt to an repairs b es materials
the dischar Yes Take measures you stop th es to stop contain made by farm and make
necessary to discharge? discharge! effluent on personnel? necessary
uent be contained o contain spill. property. repairs.
property?
' — N
No o
o Call LNM& Contact LNM
Heavy Equipment, ' personnel and
Coated personnel in: personnel,service Pyramid
person and Manager.
*
Land&Nutrient blue production
•
Heavy Equipment
s manager.
Servicpersoa
•Pyramid Manager
Monitor situation -7
until help arrives.
A
tnmeen.doc:03/29/96 64 ®MURPHY FAMILY FARMS

Land do Nutrient Management Certification Manual
T
LNM personnel assess
options and call DEM.
helicopter need Yes' Contact LNM to
o assess containmen dispatch helicopter
options? (available within 30
minutes).
0
LNM and Heavy _
equipment personnel
identify equipment needs
and dispatch it to the site.
LNM personnel procures
Heavy Equipment and
maintenance staff as
needed to aid in response
to emergency.
LNM team will coordinate
response efforts. Meet with
DEM personnel and
document actions taken.
Iaauert.doc'03R9/96 C5 QMURPHY FAMILY FARMS

PRONE LIST
LAND & NUTRIENT MANAGEMENT TEAM
D\ 15 \[)1 4520 910/289 488S
bit 9-5200
Si ; 7 910/298-3656
U-t'ITEI [L, ;tiTAI:<,;Gb'C L }?.'tgei•�<�t � .:.
DELL. 910/289-3704.
45S9 - 9701259-5767
BOVIX GARTH 4295 429-5 910/289-2674 i 96
Faz/;289-6400 .. .
EOTETFE,.GFORGE )19i5GS-49C,1
6ROCK^71CKjL' 01 V6,-0701
COOK;BRIAN 910/S66-4704 or 4109 810 9101/532-2075
_61nItilBcu,. : P�rnmii; Pas n,91D/866-4115
-------------
DS:AGI'J{FhR(k"1'T 4436 4-#N4i 910/259-3763
NANS.,BRUCIE 91 012 8 9-7 29S PO.io 1)10`�S9-3056
111nanoff97? i :ir Fax (same asaboce)
FAIRCLOiH,F4LL:
Gai-fandfPetfi;/3n2c1 -
FsUELLER,GRAHANT 910 92-6465
�y,�.,inf[uQnsft?�iros Br.fAlcDariiels
r IC s..a ° •tFiJ t571 _: _1)10/592 431.1
161 91.0211)° 802S
�a•� 910 S9 36S9
91 n. —15 76 —
a > 4559 45.5) 2592814:o
4652 91 t 2_u 9 3 M —
�, d6I5 4615 o10/Z89 2092
910%352409
32to 1)10/5291275
x '.4616 of 4335 of 46YC, 9 10/285 7132 or 7 ;Zgdjo 'z07
fladca 910/:86-4918 _ )10/285-2060
S - 4562 4562 919/658 3829 )Car Radio P893 -
4617 4617 910J296 1564 Paacr°96 8356
910/293-2976
e,; a 910093 4305 Pagei 296"5178
800/566-7675 ext.240 or 240
`R ll7/667 3397
' __ 417/667-(759or6764 (Paz)
t fI •4335 9335 9101531-4403 ttk.RadiO#43's
Vl �:R1;�EdC �tAtG.., .a,� `a .; 4556 . Pager 29G-83"9
d335 4335 _ 910/298 5792 7Crk.Ratl;n f79p8 C112°
�+bQ'Cl_fit;�'�M � �?; 4557 4557 - 910/259-7078 m-
'J10/259-2798
LNM office 1-•\\ .: 1)10/299-6442

am 0
ow-
.•.{ { ••{ V
t
This plan will be implemented in the event that animal manure or lagoon effluent from your
operation is leaking, overflowing, or running off the site:
Step (1) Stop the release or flow of manure/effluent.
Step (2) Assess the extent of the spill and note any obvious-damages.
Step (3) Contact appropriate personnel and agencies.
Murphy Family Fauns: 800-311-9458 or 910-289-6439 (See Land&Nutrient Management
phone list attached)
Department of Environmental Management(DEM)Regional Office:
DEM after hours emergency: 919-733-3942
Local Emergency Management System:
Local Natural Resource Conservation Service:
Local Cooperative Extension Service:
Local Soil and Water Conservation District:
Local dirt moving&eavy equipment companies:
Name Phone#
1.
2.
3. -
Local contract pumpinghirrigation equipment companies:
Name Phone#
1.
2.
3.
Step (4) Implement procedures as advised by MFF, DEM, and technical assistance
agencies to rectify the damage, repair the system, and reassess the nutrient
management plan to prevent future problems.
Note 1: See MFF Environmental Emergency Procedures Flowchart attached
Note 2: See pages 89-91 of the Certification Training Manual for more details

Land&Nutrient Management Certification Manual
nvironmental emergenc
ENVIRONMENTAL of a f g has
qt at
. EMERGENCY
PROCEDURES Contact MFF
serviceperson
Lagoon level has
Lagoon dike has suddently dropped Irrigation/flush systems
breached/broken out without irrigating. malfunctioned creating
a significant leak.
a temporary di Yes an you identi a you capable f no
the discharge
be built to stop the Construct y No stopping source o
discharge? temporary
dike. outlet? flow?
Yes
No yes
Obtain
Take action Attempt to an repairs b es materials
the discharg Yes Take measures you stop th es to stop coneffluent on made by farm and make
vent be contained o necessary to discharge? discharge. property. personnel? necessaryai
property? contain spill. P
N
No o
o Call LNM& Contact LNM
Heavy Equipment, personnel and Contact personnel in: personnel,service Pyramid
Mn
*Land&Nutrient person and Manager.
• production
s SHer�viry Equipment erson manager.
s Pyramid Manager
Monitor situation --
until help arrives.
A
Inmcctt.doc:03/29/% 64 ©MURPHY FAMILY FARMS

Land 6c Nutrient Management Certification Manual
T
LNM personnel assess
options and call DEM.
helicopter need ' Contact LNM to
o assess contai Yam
nmen dispatch helicopter
options? (available within 30
minutes).
0
LNM and Heavy
equipment personnel
identify equipment needs
and dispatch it to the site.
LNM personnel procures
Heavy Equipment and
maintenance staff as
needed to aid in response
to emergency.
LNM team will coordinate
response efforts. Meet with
DEM personnel and
document actions taken.
Iamccndoc 03R9/96 65 OMURPHY FAMILY FARMS

PRONE LIST
LAND & NUTRIENT MANAGEMENT TEAM
� F -
-
.
SD.V`i IS,ANDl' ..<< 4520 4520 910/289-4888 �135'
n4o� i1� 5�z0o _
b.lExNl':T'.�'�i5.:1.WIN '. 910/298-3656` I7tgCY: S717.7
Rinerfrat[#1& 11
BA17F.L1 E, >'1'f:AI2C 1RI' ,tger2J6511M
U ldhail i \ 11
u ELL,TOM : 1 910/289-3704
iiajp„ gfj,it 4 S[[ a5S [ 910/259-8167
--_ _.._.. ... l ._ . ....... ._.__.
EiOYD {rATi.`I`H :. 42(5 4^_95 910/289=2674 Nlobilt2h67`54 -
7. 1 a tl 289 0400
BO GEORCF• - - 919/563- 961 -
l>1ZOCt YlChl1: - —.
919/653b701 :: !._ ca (I19��3U0931
C'OON,BRIA,N 91.0/566-4104 of 4109 1 9101532-2075
Mil ip m lic ali� Pyramid _ Fax "''910/866-4115 -
DEAL. HF tiRIETTA 4486 -11N6 910/259-3763
E ANS,BRUCF. 9111/289-7298 = 3010 : 910/289-3056 -
Al.[�!nol[a N 1*1mid e FlIx (same as abo)c)
PAIRCL01'I{,P.k 1. 91LI/525-4759 €'I[l a 2%.51-_3o
Gar land/Pettv,,lii«old
Fl1ELLER[GRAHA,Yt 910/592-6465 Pa�_er296-51'_1
Sin[[uoa&wus`B r1A1c D:]mcls
--
_y 4511 s4511 - 910/592-4314.
(� F >. �a 4417 - -'Ifil" - 9i0/28S-b028
. ..,,..� - —_.........
lle; 910/289-3689
u .... ,. . . . _
910/525-4-076 _ Pxecr 296 512.1
4559
4550 289 «314 or-
9 19152 2-050 0
d615 4(:15 910/289 2092
: .. .4335 /910/285 2409
8210 910/529 1275
�. ger296-5465
4616or4335 of - 46-L6910/285-7132._.— 910(b5 2060 or-
........
:` �.Bladcn - 910/558-491b ° '._ � �1 .9 9 +•
. .. .. - ._..
4562 919/653-3329 t to�1893
x, h 4G17 4617 910 296-1564
910/293-2976
4335
�.. 910/293-4305O
PATS,C'HIICK S00/566 7675 ext.240 or 240
417/667-3397 -
417/667-6759 or-.6764 (Fax_) -
��..L3'(3 titlTtl� 4335 4335 9101531-4403 r� RafIiri
v lRBF C h KR k!C 4556 4556 910/298-5523 TCk. Radio#P,t42
YI>#EfiDIS Ti14 11, 4335 1315 910/298-5792Tt�d�tl 41908 CIIJ
,,YOOTFtN 'rom —� .1557 c-
4�. , 910/259-7078 or
----- 910/259-2798
'LNM office I 1\ :+ 910/289-6442

INTEROFFICE MEMORANDUM
TO: All Farm Managers, All Pyramid Managers, Tech Personnel, Service Persons,
Pyramid IN Managers, IN Managers, Lois Britt, Rod Hamann, Terry Coffey, Jim
Ludes,Denny Lyo , David Doyle and Reef Ivey
FROM: Garth Boyd
DATE: August 31, 1995
RE: Environmental Emergency Procedures Flow Chart
Gary Scalf and John Bizic developed the attached Environmental Emergency Procedures Flow
Chart and Emergency Notification list. In the event of an environmental emergency such as a
lagoon overflow,use this flow chart to guide your immediate actions. Please place this document
in your Emergency Plan notebook.
GWB/dlk
cc: Jerry Godwin
Allyson Allen

i ENVIRONMENTAL EMERGENC`. PROCEDURES f
I Environmental
emergency occurs
which has
potential for
affecting water
quality.
Contact
farm
manager.
Lagoon dlka has Lagoon level has
breach d/broken sudden) droppedIrflush
out. y systems
Mal-
wlthout fund on ed,
Irrigating. creating a
significant leak.
Vdischargady.s
rary j.db
re
built Yes Construct t
apable
the temporary opping No
rge? dike. e No ce of
ow?
No IF
Yes
e Take measures Attemptan
rged Yes necessary to !o airst be con fain spill . Yes Take act)on contain de by Yes Obtain materials
d on to stop effluent rsonnel? $ make necessaryrty? discharge! onrepairs.
property.
o
No
Contact personnel In: Call LNM $ Heavy
+ Land $ Nutrient Equipment t LNM
Management personnel , nel,• Heavy Equipment Servlceperson $ rson, $A Servlceperson Pyramid Manager. Manager.
+t Pyramid Manager
V
8/2/95
tinued

\ Page I2
A
LNM personnel
assess options
and make the
decision to call
DEM.
Is
helicoptor Contact Allyson
needed to Yes Allen to dispatch
assess containment helicopter
options? (available within
30 minutes).
No
LNM and Heavy
Equipment
Personnel
Identify
equipment needs
and dispatch it
to the site.
LNM personnel
procures LNM,
F
vy Equipment, and
aintenance staff
s' needed to a i d
In response to
emergency.
LNM team will
coordinate
response efforts,
meet with DEM
personnel, and
document actions
taken.
Revised 8/29/95

ENVIRONMENTAL EMERGENCY NOTIFICATION LIST
LAND AND NUTRIENT MANAGEMENT
Name Office Ext. # Home# Mobile# Pater#
Dr. Garth Boyd 4295 [phone] [phone]
Gary Scalf 4562 [phone]
John Bizic 4589 [phone]
Kraig Westerbeek 4556 [phone] [phone]
Tom Wooten 4557 [phone]
or
(9 10) 259-2798
RhettSchaef 4271 [phone] [phone]
Jimmy Smith [phone]
CONSTRUCTION
Name Office Ext. # Home# Mobile# Pater#
Pat Barrow [phone] [phone]
[phone]
Freddie Halso [phone] [phone]
Willie Ammons 4536 [phone] [phone] [phone]
Earl Murphy [phone] [phone]
MAINTENANCE
Name Office Ext. # Home# Mobile # Pater#
�r Bell, Gary [phone] [phone]

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

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

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

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

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

0
J
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.
41 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.

S
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production '-/Vegetative or wooded buffers;
tN Recommended best management
actices;
('Good judgment and common sense
Animal body surfaces Dirty manure-covered animals ()Dry floors
Floor surfaces Wet manure-covered floors ()Slotted floors;
( aterers located over slotted floors;
( feeders at high end of solid floors;
Scrape manure buildup from floors;
() Underfloor ventilation for drying
Manure collection pits Urine ( Frequent manure removal by flush,pit
recharge,or scrape
Parital micorbial decomposition () Underfloor ventilation
Ventilation exhaust fans Volatile gases; ( n maintenance;
Dust ( Efficient air movement
Indoor surfaces Dust Washdown between groups of animals
() Feed additives;
() Feeder covers;
() Feed delivery downspout extenders to
feeder covers
Flush tanks Agitation of recycled lagoon ()Flush tank covers
liquid whiles tanks are filling () Extend fill lines to near bottom of
tanks with anti-siphon vents .
Flush alleys Agitation during wastewater () Underfloor flush with underfloor
conveyanance ventilation '
Pit recharge points Agitation of recycled lagoon () Extend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
Lift stations Agitation during sump tank filling ()Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater () Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater () Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions ( Proper lagoon liquid capacity
Biological mixing (.Correct lagoon startup procedures
Agitation () Minimum surface area-to-volume ratio
()Minimum agitation when pumping
() Mechanical aeration
(Proven biological additives
Irrigation sprinkler nozzles High pressure agitation ( Irrigate on dry days with little or no wind
Wind draft "inimum recommended operation pressure
l") Pump intake near lagoon liquid surface
(} Pump from second-stage lagoon
AMOC--November 11, 1996

0
Storage tank or basin Partial microbial decomposition ()Bottom or midlevel loading
surface Mixing while filling ()Tank covers
Agitation when emptying () Basin surface mats of solids
(}Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition {) Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying (}Remove settled solids regularly
Manure,slurry or sludge Agitation when spreading (}Soil injection of slurry/sludges
spreader outlets Volatile gas emissions ()Wash residual manure from spreader after use
() Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying {)Soil infection of slurry/sludges
or sludge on field surfaces ()Soil incorporation within 48 hours
{}Spread in thin uniform layers for rapid drying
()Proven biological additives or oxidants
Dead animals Carcass decomposition ( roper disposition of carcasses
Dead animal disposal Carcass decomposition Complete covering of carcasses in burial pits
pits (Groper location/construction of disposal pits
Incinerators Incomplete combustion ()Secondary stack burners
Standing water around Improper drainage ( Grade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads Farm access road maintenance
roads from farm access
Additional Information: Available From:
Swine Manure Management;0200 Rule/BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge--Lagoon Treatment;EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management: Underfloor Ruse--Lagoon Treatment; EBAE 129-88 NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage;EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assuranc Program: NPPC Manual NC Pork Produces Assoc
Options for Managing Odor;a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies;PR0107, 1995 Conference Proceedings Florida Cooperative Extension
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
.2taA4644.1121
(Landowner Signature)
AMOC--November 11, 1996

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (Of Flush system is designed and operated
sufficiently to remove accumulated
ilds from gutters as designed.
41J Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids ( Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30%of surface.
Excessive Vegetative Decaying vegetation ( Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry ysterns)
Feeders Feed Spillage ( Design, operate and maintain feed systems (e.g.,
bunkers and troughs)to minimize the accumulation
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 Accumulations of feed residues ( Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment(e.g., covered bin for
brewer's grain and similar high moisture grain
oducts).
Inspect for and remove or break up accumulated
olids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes t4 Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
(,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).
AMIC--November 11, 1996

-j
r
Dry Manure Handling Accumulations of animal wastes it Remove spillage on a routine basis (e.g.7-10 day
Systems 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 stripes around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
(Landowner Signature)
�-� zlv-S
(Farm Name)
31 - 3 ,,),
(Facility Number)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,Raleigh,NC
("�127695-7613.
AMIC—November 11, 1996

MORTALITY MANAGEMENT METHODS
(check which method(s) are being implemented)
( ) Burial three feet beneath the surface of the ground within 24 hours
after knowledge of the death. The burial be at least 300 feet from
any flowing steam or public body of water.
} Rendering at a rendering plant licensed under G. S. 106-168.7
( ) Complete incineration
( } In the case of dead poultry only, placing in a disposal pit of a size and
design approved by the Department of Agriculture.
( ) 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 of the State Veterinarian must be attached)