310282_Application_20240214

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State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2024,the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore,all applications
must be received by the Division of Water Resources by no later than April 3,2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWS310282
2. Facility Name: Double D 1&2 and White Heifer 1&2
3. Permittee's Name(same as on the Waste Management Plan): Double D Farm LLC
4. Permittee's Mailing Address: PO Box 430
City: Beulaville State: NC Zip: 28518
Telephone Number: 910-298-5521 Ext. E-mail: QA-kx�Q,C�Gi gl..) C° 9►7tia/ '•COat
5. Facility's Physical Address: 407 Maready Rd
City: Chinquapin State: NC Zip: 28521
6. County where Facility is located: Du lin
7. Farm Manager's Name(if different from Landowner): Keith Dail
8. Farm Manager's telephone number(include area code): 910-298-5521 Ext.
9. Integrator's Name(if there is not an Integrator,write"None"): Smithfield Hog Production
10. Operator Name(OIC): Norwood K.Dail Phone No.: 910-271-0366 OIC#: 17187
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Wean to Feeder 10,400
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area 'Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
DD1 Lagoon 5/8/1991 Full,clay 142,831.00 22,188.50 19.50
DD2 Lagoon 2/20/1991 Full,clay 173,251.00 23,732.00 19.50
-W*t-- H Lagoon 6/14/1994 Full,clay 139,248.00 22,816.00 19.50
W*> - W H oL Lagoon 11/7/1995 Full,clay 130,229.00 20,056.00 19.50
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10C(d),either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6.Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7.Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may be
applicable to your facility.
8.Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list,please include the additional components with your submittal.
(e.g.composting,digesters,solids separators,sludge drying system,waste transfers,etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.

s
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.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation):
Name(Print): 2�p ul k I Fulti f1l) Llt- Title: Arw li 4e,�,
Signature: n J��� P.l»&r'W g4ggWDate: A )3 '202. r
Name(Print): IY o►"'w pod- Ke t`,� 2h,%,l / Title: O VIVI V_
Signature: Z)*1(,(0 /`!C'f'fL LaW Date: OZ -),3
Name(Print): V 117irome I Fend ei'svn Title: 0 U24 P,r
Signature: Date: CA-)9_-W`T
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636

Nutrient Management Plan For Animal Waste Utilization
11-20-2018
This plan has been prepared for: This plan has been developed by:
White Heifer 1&2/Double D 1&2 (31-282) Ronnie G. Kennedy Jr.
Double D Farm LLC Agriment Services, Inc.
P.O. Box 430 PO Box 1096
Beulaville, NC 28518 Beulaville, NC 28518
910-298-5521 252-5
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.
Signature(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: /l 6) a��8
Te h ical Specialist Signature Date
574121 Database Version 4.1 Date Printed: 11-20-2018 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S5 Swine Nursery Lagoon Liquid waste generated 1,986,400 gals/year by a 10,400 animal
Swine Nursery Lagoon Liquid operation.This production facility has waste storage
capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 3581
Incorporated 4297
Injected 4297
Irrigated 3581
Max. Avai I. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs)* Applied (Ibs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
[—Yea—rI 3,581 10436 -6,855 5,789,871 -3,803,471
------------ --------------- -------
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.
574121 Database Version 4.1 Date Printed: 11-20-2018 Source Page 1 of l

Narrative
11/20/2018
This plan is to change all pasture to hay.
12/18/2013
This plan is a combination of White Heifer 1&2 waste plan dated 5/1/07 and Double D 1&2 waste plan
dated 5/21/01 both by Johnny Lanier.
574121 Database Version 4.1 Date Printed: 11-20-2018 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
6830 10 3.45 3.45 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
6830 11 3.20 3.20 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
6830 12 2.65 2.65 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Flay 5.5 Tons
6830 13 2.21 2.21 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
6830 7a 2.19 2.19 N/A lForeston Fescue Hay 4.0 Tons
6830 7b 2.191 2.19 N/A Foreston Fescue Hay 4.0 Tons
6830 8a 2.07 2.07 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 6.0 Tons
6830 8b 2.50 2.50 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 6.0 Tons
6830 9 3.20 3.20 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
7725 4 3.20 3.20 N/A Foreston Fescue Flay 4.0 Tons
7725 5 2.48 2.48 N/A Foreston Fescue Hay 4.0 Tons
7725 6 1.59 1.59 N/A Foreston Fescue Hay 4.0 Tons
7765 1 3.14 3.14 N/A Autryvillc Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
7765 2 3.391 3.39 N/A Foreston Fescue Hay 4.0 Tons
7765 3 3.l6 3.16 N/A Foreston Fescue Hay 4.0 Tons
PLAN TOTALS: 40.62 40.62
574121 Database Version 4.1 Date Printed 11/20/2018
PCs Page 1 of 2
NOTE: Symbol * means user entered data.

L! Potential Leaching Technical Guidance
Low potential to contribute to soluble None
2 nutrient leaching below the root zone.
>=2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<= 10 soluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Term No-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
574121 Database Version 4.1 Date Printed 11/20/2018
PCS Page 2 of 2
NOTE: Symbol* means user entered data. '

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid Manu
PA Fert. (lbs/A) PA Manurefi Manure Manure Applied
Nutrient Nutrient NutrientA pplied Applied Applied (Field)
Req'd Applied PpBed (acre) (acre) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. APplic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
6830 10 SS Autryville 3.45 3.45 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 95.70 0.00
6830 10 SS utryville 3.45 3.45 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 brig. 269 149.24 0.00 514.86 0.00
6830 11 SS Autryvillc 3.201 3.20 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 88.77 0.00
6830 11 S5 Autryville 3.20 3.20 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Irrig. 269 149.24 0.00 477.55 0.00
6830 12 SS Autryville 2.65 2.65 Small Grain Overseed 1.0 Tons 10/I-3/31 50 0 0 brig. 50 27.741 0.00 73.51 0.00
6830 12 SS Autryville 2.65 2.65 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Irrig. 269 149.24 0.00 395.47 0.00
6830 13 SS Autryville 2.21 2.21 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 27.74 0.00 61.30 0.00
6830 13 SS utryvillc 2.21 2.21 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Irrig. 269 149.24 0.00 329.81 0.00
6830 7a SS Foreston 2.19 2.19 Fescue Hay 4.0 Tons 8/1-7/31 182 0 0 Irrig. 182 100.97 0.00 221.12 0.00
6830 7b SS Foreston 2.19 2.19 Fescue Hay 4.0 Tons 8/1-7/31 182 0 0 Irrig. 182 100.97 0.00 221.12 0.00
6830 8a I SS Foreston 2.07 2.07 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 57.42 0.00
6830 8a I SS Foreston 2.07 2.07 Hybrid Bermudagrass Hay 6.0 Tons 3/1-9/30 274 0 0 Irrig. 274 152.01 0.00 314.66 0.00
6830 8b I SS Foreston 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
6830 86 I SS Foreston 2.50 2.50 Hybrid Bermudagrass Hay 6.0 Tons 3/1-9/30 274 0 0 Irrig. 274 152.01 0.00 380.02 0.00
6830 9 SS Autryville 3.20 3.20 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.741 0.00 88.77 0.00
6830 9 SS utryville 1 3.20 3.20 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 brig. 269 149.24 0.00 477.55 0.00
574121 Database Version 4.1 Date Printed: 1 1/20/2018 WUT Page I of 2

Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid Manta
PA Fert. (lbs/A) PA ManurcA Manure Manure Applied
Nutrient Nutrient NutrirntA pplied Applied Applied (Field)
Req'd Applied pplied (acre) (acre) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
So Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
Tract Field ur Soil Series Acres Acres
7725 4 SS Foreston 3.20 3.20 Fescue Hay 4.0 Tons 8/1-7/31 182 0 0 brig. 182 100.97 0.00 323.10 0.00
7725 5 SS Foreston 2.48 2.48 Fescue I-lay 4,0 Tons 8/1-7/31 182 0 0 Irrig. 182 100.97 0.00 250.41 0.00
7725 6 SS Foreston 1.59 1.59 Fescue Hay 4.0 Tons 8/1-7/31 182 0 0 Irrig. 150 83.22 0.00 132.32 0.00
7765 1 SS utryville 3.14 3.14 Small Grain Overseed 1.0 Tons 1011-3/31 50 0 0 Irrig. 50 27.74 0.00 87.10 0.00
7765 1 SS Autryville 3.14 3.14 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Irrig. 269 149.24 0.00 468.60 0.00
7765 2 SS Foreston 3.39 3.39 Fescue Hay 4.0 Tons 8/1-7/31 182 0 0 Irrig. 182 100.97 0.00 342.29 0.00
7765 3 SS Foreston 3.16 3.16 Fescue Hay 4.0 Tons 8/1-7/31 182 0 0 Irrig. 182 100.97 0.00 319.07 0.00
Total Applicd, 1000 gallons 5,789.87
Total Produced, 1000 gallons 1,986.40
Balance, 1000 gallons -3,803.47
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol * means user entered data.
574121 Database Version 4.1 Date Printed: 1 1/20/2018 WUT Page 2 of 2

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)
6830 10 Autryville 0.60 1.0
6830 11 Autryville 0.60 1.0
6830 12 Autryville L 0.60 1.0
6830 13 Autryville 0.60 1.0
6830 7a Foreston 0.50 1.0
6830 7b Foreston 0.50 1.0
6830 8a Foreston 0.50 1.0
6830 8b Foreston *0.60 1.0
6830 9 Autryville 0.60 1.0
7725 4 Foreston 0.50 1.0
7725 5 Foreston 0.50 1.0
7725 6 Foreston 0.50 1.0
7765 1 Autryville 0.60 1.0
7765 2 Foreston 0.50 1.0
7765 3 iForeston 0.50 1.0
574121 Database Version 4.1 Date Printed 11/20/2018 IAF Page 1 of 1
NOTE: Symbol *means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source,the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be
used for sludge application. If this is not possible,care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Nursery Lagoon Sludge-Standard
Corn 120 bu 150 14.69 23.72 47.44 71.16
Hay 6 ton R.Y.E. 300 29.38 11.86 23.72 35.58
Soybean 40 bu 160 15.67 22.24 44.47 66.71
------------------------------------------- ----------------
574121 Database Version 4.1 Date Printed: 1 1-20-2018 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.
Source Name Swine Nurse Lagoon Liquid Design Storage Cap
acityaci (Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 180
1 2 180
1 3 180
1 4 180
1 5 180
1 6 180
1 7 180
1 g 180
1 9 180
1 10 180
1 11 180
1 12 180
*Available Storage Capacity is calculated as of the end of each month.
574121 Database Version 4.1 Date Printed: 11-20-2018 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner,who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
574121 Database Version 4.1 Date Printed: 1 1/20/2018 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
574121 Database Version 4.1 Date Printed: 11/20/2018 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.
574121 Database Version 4.1 Date Printed: 11/20/2018 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.
574121 Database Version 4.1 Date Printed: 1 1/20/2018 Specification Page 4

Crop Notes
The following crop note applies to field(s): 8a, 8b
Bermudagrass Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 Ib/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 1, 10, 11, 12, 13,9
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 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows,spaced 2' to 3' in the row.Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
Ib/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.
574121 Database Version 4.1 Date Printed: 11-20-2018 Crop Note Page 1 of 2

The following crop note applies to field(s): 8a, 8b
Small Grain: CP, Mineral Soil, low-leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep.Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining.N should be applied during the months of February-March.
The following crop note applies to field(s): 1, 10, 11, 12, 13, 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): 2,3,4, 5, 6, 7a, 7b
Fescue: Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Moderate to Marginal.
In the Coastal Plain,tall fescue can be planted Sept. 1 to Oct. 15 (best)and Feb. 15 to Mar. 20. For
pure-stand broadcast seedings use 20 to 30 Ib/ac.,for drilled use 15 to 20 lb/ac. seed. Use certified seed
to avoid introducing weeds or annual ryegrass. Plant seed 0.25"to 0.5"deep for pure stands, 0.25" in
mixture with clovers.Tall fescue will tolerate soil wetness but not flooding or prolonged saturation; use
ladino clover for mixtures on these soils. Soil test for preplant and maintenance lime, phosphorus, and
potassium recommendations. Apply 40 to 60 lb/ac nitrogen at planting for pure stands only. Do not apply
N for mixtures with clovers but use proper legume inoculation techniques. Apply 150 to 200 lb/ac.N to
pure-stand fescue for hay production; reduce N rates by 25%to 50% for grazing. Apply N Feb. 1 to Mar.
.20 and Aug.20 to Sept. 30, with equal amounts in each window. Refer to NCSU Technical Bulletin 305
Production and Utilization of Pastures and Forages in North Carolina for additional information or
consult your regional agronomist or extension agent for assistance.
------- ----- ------ --- - ----------
574121 Database Version 4.1 Date Printed: l 1-20-2018 Crop Note Page 2 of 2

Norwood Dail
Double D i&2 Far
Facility # 31-282
Wetted acre footprin
t inch = 400
g 16 ---
- �3 612
uda Is�a�1 Tim
arm � 3 it - —�
621 ft. 3.2p ac. �r1
fescue
- 465 ft. 2.48 ac. F�' ►s
ac 96
r-,4-fit- r Z��fl\1 59 r=
s
i
s� "

ti
IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
Dou l*- D 1 �17
Landowner/Operator Name Norwood Dail COUNTY Duplin
Adress 407 Maready Road
Chinquapin NC 28521 DATE 5/22/01
Telephone [phone] Facility# 31-282
TABLE 1 - Field Specifications
Approximate Maximun Maxiumn
Hydrant acres acres acres Maximun Length Width Application Application
or start end middle stop end Useable Size of of Rate(3) per Irrigation
Tract field(1) wetted wetted wetted of field(2) pulls pulls Slope cycle(3)
Number Number area area area (acres) Table column in feet in feet Soil Type (%) Crop(s) (in/hr) (inches)
7765 p1 0.35 2.79 0 3.14 EE90 B-C 608 200 AUB 0-5 BERMUDA/SMALL GRAIN 0.5 1
7765 p2 0.35 3.04 0 3.39 EE90 -C 663 200 FOA 0-5 FESCUE/PASTURE 0.5 1
7765 p3 0.35 2.81 0 3.16 EE90 B-C 612 200 FOA 0-5 FESCUE/PASTURE 0.5 1
7725 p4 0.35 2.85 0 3.2 EE90 B-C 621 200 FOA 0-5 FESCUE/PASTURE 0.5 1
7725 p5 0.35 2.13 0 2.48 EE90 B-C 465 200 FOA", 0-5 FESCUE/PASTURE 0.5 1
7725 p6 0.35 1.24 0 1.59 EE90 B-C 270 200 FOA 0-5 FESCUE/PASTURE 0.5 1
l� 1h,9 to
1 see attached map.
2 Total field acreage minus required buffer areas.
3 Refer to N.C.Irrigation guide,Field Office Technical Guide,Section II G.Annual application must not exceed the agronomic rates for the soil and crop used.
Wettable Acre Computational Worksheet Completed by: lJohnny Lanier Date

IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
Ui�1,
Landowner/Operator Name Norwood Dail COUNTY Duplin
Adress 407 Maready Road
Chinquapin NC 28521 DATE �. 5/22/01
Telephone [phone] Facility# 31-282
TABLE 1 - Field Specifications
Approximate Maximun Maxiumn
Hydrant acres acres acres Maximun Length Width Application Application
or start end middle stop end Useable Size of of Rate(3) per Irrigation
Tract field(1) wetted wetted wetted of field(2) pulls pulls Slope cycle(3)
Number Number area I area area (acres) Table column in feet in feet Soil Type (%) Crop(s) (in/hr) (inches)
J 6830 p7a 0.35 1.84 0.26 2.19 EE90 B-F 400 200 FOA 0-5 FESCUE/PASTURE 0.5 1
v 6830 p7b 0.35 1.84 0.26 2.19 EE90 B-F 400 200 FOA 0-5 FESCUE/PASTURE 0.5 1
6830 p8a 0.35 1.72 0.26 2.07 EE90 B-F 375 200 FOA 0-5 S 0.5 1
6830 p8b 0.35 1.89 0.26 2.5 EE90 B-F 412 200 FOA 0-5 S Cr 0.5 1
6830 p9 0.35 2.85 0 3.2 EE90 B-C 620 200 AUB 0-5 BERMUDA/SMALL GRAIN 0.5 1
v 6830 p10 0.35 3.1 0 3.45 EE90 B-C 675 200 AUB 0-5 BERMUDA/SMALL GRAIN 0.5 1
J 6830 p11 0.35 2.85 0 3.2 EE90 B-C 620 200 AUB 0-5 BERMUDA/SMALL GRAIN 0.5 1
6830 p12 0.35 2.3 0 2.65 EE90 B-C 500 200 AUB 0-5 BERMUDA/SMALL GRAIN 0.5 1
,I 6830 p13 0.35 1.86 0 2.21 EE90 B-C 405 200 AUB 0-5 BERMUDA/SMALL GRAIN 0.5 1-71
1 see attached map.
2 Total field acreage minus required buffer areas.
3 Refer to N.C.Irrigation guide,Field Office Technical Guide,Section 11 G.Annual application must not exceed the agronomic rates for the soil and crop used.
Wettable Acre Computational Worksheet Completed by: lJohnny Lanier Date

ix
Lr y
Zv
405 fL 2-1 ac. 3
k 620 it. 3.2 ac. l.1 ' . .
c M o `
'.�• � _ � �675 ft. 3.4 f
50,
620 ft. 3.2 C. P9
_ lA
t� �3
j Y
.Oo/

CAWMP Wettable.4_^re Traveling Gun Computational Worksheet.2-20-99
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
L Farm Number (Identification) Field Number (Identification) f �O 0 3 D
2. Imgation System Designation Existing Irrigation System New/Expanded Irrigation System
3. Number of Travel Lanes Interior Lanes ?a # Exterior Lanes wo f> [feet] Length of pull(Ll)
Interior Lanes 7 1, _ # Exterior Lanes y o 0 [feet] Length of pull(L2)
;i Interior Lanes 5?a— #Exterior Lanes 3-2S [feet] Length of pull(L-)
4. Wetted Diameter 2 o 0 [feet] From field data sheet
5. Spacing 1 x 0 Hydrant Spacing [feet] 90 [as percent of wetted diameter]
6. Hydrant Layout X Multiple Hydrants Single Hydrant Excessively spaced Hydrants
7. Read the ir,-iaated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel Lane Length (L1) Interior or j! Exterior (Lane/Hydrant)
. 3-5- (a) Acres start end of pull from Table EE 9 0 Column
/. g y (b) Acres middle portion of pull (L l)
{Pull Length400 [feet] X Wetted 't'idth ,26 a [feet]) / 43,560
, -2 to (c) Acres stop end of pull from Table EF 9 0 Column F
Jq Total acres for Travel Lane Length (Ll) (Sum: a + b + c)
Travel Lane Length (L2) Interior or 71_Exterior (Lane/Hydrant)
.7 (a) Acres start end of pull from Table E E `ID Column
a 14 (b) Acres middle portion of pull (L1)
{Pull Length N 0 0 [feet] X Wetted Widths [feet]) /43,560
,;Io (c) Acres stop end of pull from Table E E 90 Column �
Total acres for Travel Lane Length (L2) (Sum: a+ b + c)
Travel Lane Length (L3) Interior or &). Exterior(Lane/Hydrant)
(a) Acres start end of pull from Table EF a Column r�
'%, (b) Acres middle portion of pull (L1)
{Pull Length3� [feet] X Wetted Width r200 [feet]) /43,560
.o% Cr (c) Acres stop end of pull from Tabl E 9 0 Column f—
0 7 Total acres for Travel Lane Length (13) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the
field. Sum all of these and this is the total irrigated acreage for the field.
.2. 19 (a) Acres per Travel Lane Length (L 1) X 7q #Lanes = ,�, / Acres
/9 (b) Acres per Travel Lane Length (L2) X _#Lanes = .�, 19 Acres
2, 07 (c) Acres per Travel Lane Length (L3) X _ Ov #Lanes = 2 , 07 Acres
6 ' y.' TotaI CAWMP Wettable Acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: r Date; /ft 6

CAWMP Wettable A`-a Traveling Gun ConyutaliorW Workshcc.2.20-99
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm Number(Identification) Field Number (Identification)/r& L 3 -O
2. Irrigation System Designation Existing Irrigation System New/Expanded Irrigation System
3. Number of Travel Lanes n Interior Lanes 8 6 g Exterior Lanes yl a [feet] Length of pull(L1)
TM Interior Lanes 9 # Exterior Lanes 6.2 0 [feet] Length of pull(L2)
m Interior Lanes 1— ## Exterior Lanes 6 7S [feet] Length of pull(L3)
4. Wetted Diameter �2 0 a [feet] From field data sheet
5. Spacing / 8 0 Hydrant Spacing [feet] U D [as percent of wetted diameter]
6. Hydrant Layout Multiple Hydrants Single Hydrant Excessively spaced Hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel Lane Length (L1) Interior or S b Exterior (Lane/Hydrant)
3 S(a) Acres start end of pull from Table F 9 0 Column
!, 8 q (b) Acres ,riddle portion of pull (LI)
(Pull Lengthy /L [feet] X Wetted Width a 0 ) [feet]) 143,560
(c) Acres stop end of pull from Table E F 9 0 Column
-,. D Total acres for Travel Lane Length (Li) (Sum: a + b + c)
Travel Lane Length (L2) Interior or Exterior (Lane/Hydrant)
,3 S (a) Acres start end of pull from Table fC9 o Column b
Sl(b) Acres middle portion of pull (LI)
{Pull Length O O [feet] X Wetted Width,?D 0 [feet]) /43,560
O (c) Acres stop end of pull from Table EF 9 0 Column C
D Total acres for Travel Lane Length (L2) (Sum: a + b + c)
Travel Lane Length (U) Interior or /O Exterior(Lane/Hydrant)
c' (a) Acres start end of pull from Table 'E90 Column
(b) Acres middle portion of pull (L1)
{Pull Lengthjk2,!�'[feet] X Wetted Width o?0 a [feet]) /43,560
0 (c) Acres stop end of pull from Table E E 9 0 Column C
ysr Total acres for Travel Lane Length (13) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the
field. Sum all of these and this is the total irrigated acreage for the field.
a (a)Acres per Travel Lane Length (L1) X 34 #Lanes = SD Acres
3. b (b) Acres per Travel Lane Length (L2) X 9 #Lanes = 3,a D Acres
3. y� (c) Acres per Travel Lane Length (L3) X /0 #Lanes = 3, ys Acres
/.S" Total CAWMP Wettable Acres for field (Sum: 8a + 8b + 8c) '
Wettable Acre Computational Worksheet Completed by: L,,.� Date:s/B�oI

CAWMP Wcuable A--re Traveling Gun Computational Worksheet,2.20-99
s
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm Number (Identification) Field Number (Identification) J/� g 3 O
2. Irrigation System Designation Existing Irrigation System New/Expanded Irrigation System
3. Number of Travel Lanes n Interior Lanes I 1 # Exterior Lanes -6,?0 [feet] Length of pull(LI)
# Interior Lanes)I # Exterior Lanes SD 0 [feet] Length of pull(L2)
# Interior Lanes ) 3 # Exterior Lanes y o S [feet] Length of pull(L3)
4. Wetted Diameter 0 0 [feet] From field data sheet
5. Spacing /8;J Hydrant Spacing [feet] [as percent of wetted diameter]
6. Hydrant Layout Multiple Hydrants Single Hydrant Excessively spaced Hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel Lane Length (LI) Interior or ) ) Exterior (Lane/Hydrant)
35- (a) Acres start end of pull from Table r rt=9 0 Column
r7=(b) Acres middle portion of pull (L l)
{Pull Length 6.) 0 [feet] X Wetted Width ao 0 [feet]) / 43,560
(0 Acres stop end of pull from Table E F 9 0 Column G
3, Total acres for Travel Lane Length (LI) (Sum: a + b + c)
Travel Lane Length (L2) Interior or /1 Exterior (Lane/Hydrant)
,3 S (a) Acres start end of pull from Table L F 9 n Column (�
.2. 1) (b) Acres middle portion of pull (LI)
(Pull Length So 0 [feet] X Wetted Width :o ) [feet]} /43,560
_ o (c) Acres stop end of pull from Table t E 9 a Column
Total acres for Travel Lane Length (L2) (Sum: a + b + c)
Travel Lane Length (1-3) Interior or /3 Exterior(Lane/Hydrant)
,3S (a) Acres start end of pull from Table C 9 0 Column e
$ 6, (b) Acres middle portion of pull (L1)
{PuU Length y 0.S [feet] X Wetted Width ;o a [feet]) /43,560
n (c) Acres stop end of pull from Table C f 9 0 Column
Total acres for Travel Lane Length (13) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the
field. Sum all of these and this is the total irrigated acreage for the field.
3•-� d (a)Acres per Travel Lane Length (L1) X _j L _#Lanes = 3, ,P 0 Acres
?, &S' (b) Acres per Travel Lane Length (U) X / D. #Lanes = a, (, S Acres
2 a (c) Acres per Travel Lane Length (L3) X / 3 #Lanes = '. I Acres
. D Total CAWMP Wettable Acres for field (Sum: 8a + 8b + 8c)
cr-
Wettable Acre Computational Worksheet Completed by: Date: I

CAWMP Wettable A.-re Traveling Gun Computational Workshed.2.20_99
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm Number (Identification) .3 - o� Field Number (Identification) 7r 77 6 S
2. Irrigation System Designation YC Existing Irrigation System New/Expanded Irrigation System
3. Number of Travel Lanes # Interior Lanes �_# Exterior'Lanes 609 [feet] Length of pull(L1)
# Interior Lanes_� #Exterior Lanes 610 3 [feet] Length of pull(L2)
# Interior Lanes #Exterior Lanes &/_[feet] Length of pull(L3)
4. Wetted Diameter a b 0 [feet] From field data sheet
5. Spacing ) 8 o Hydrant Spacing [feet] 90% [as percent of wetted diameter]
6. Hvdran. Layout ✓ Multiple Hydrants Single Hydrant Excessively spaced Hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel Lane Length (LI) Interior or Exterior (Lane/Hydrant)
t3S (a) Acres start end of pull from Table C E' 9O Column _ $�
79 (b) Acres middle portion of pull (LI)
{Pull Lengthy [feet] X Wetted Width �0 0 [feet]) / 43,560
D (c) Acres stop end of pull from Table F t 90 Column C.. _
3, I '-r Total acres for Travel Lane Length (L1) (Sum: a + b + c)
(Travel Lane Length (L2) Interior or_Exterior (Lane/Hydrant)
,SS (a) Acres start end of pull from Table t E 9 0 Column_Q
S,,DLi (b) Acres middle portion of pull (L1)
{Pull Length/ /,)? [feet] X Wetted Width 0 0 [feet]) / 43,560
D (c) Acres stop end of pull from Table t r 9 0 Column G
Total acres for Travel Lane Length (L2) (Sum: a + b+ c)
Travel Lane Length (1-3) Interior or Exterior(Lane/Hydrant)
(a) Acres start end of pull from Table -E E 4 0 Column
(b) Acres middle portion of pull (LI)
{Pull Length i-,/d. [feet] X Wetted Width �0 7 [feet]) /43,560
!� (c) Acres stop end of pull from Table E, 9 0 Column
. ; /.P Total acres for Travel Lane Length (L3) (Sum: a + b + c)
8. Multiply the tabulated 'irrigated acreage value per travel pull by the number of pulls of each category in the
field. Sum all of these and this is the total irrigated acreage for the field.
/L-1 (a) Acres per Travel Lane Length (LI) X `_ _#Lanes = 3, y Acres
3� (b) Acres per Travel Lane Length (L2) X �_#Lanes = 3, 3 `i Acres
//o (c) Acres per Travel Lane Length (L3) X _#Lanes = 3 ,/ b Acres
9 , !�`I Total CA'�N MP Wettable Acres for field (Sum: 8a + 8b + 8c) '
Wettable Acre Computational Worksheet Completed by: LEW-2 Date:S D/

CAWMP Wcuable Am Traveling Gun Computational Worksheet.2.20-99 .
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm Number (Identification) Field Number(Identification) / 7 7,?
2. Irrigation System Designation _Existing Irrigation System New/Expanded Irrigation System
3. Number of Travel Lanes # Interior Lanes L) # Exterior'Lanes (_[feet] Length of pull(LI)
u Interior Lanes —# Exterior Lanes /,,5' [feet] Length of pull(L2)
Interior Lanes�_ #Exterior Lanes 27 0 [feet] Length of pull(U)
4. Wetted Diameter 0 fj [feet] From field data sheet
5. Spacing Hydrant Spacing [feet] 0 J [as percent of wetted diameter]
6. Hydrant Layout -'-Multiple Hydrants Single Hydrant Excessively spaced Hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel Lane Length (L1) Interior or '�- Exterior (Lane/Hydrant)
3 5 (a) Acres start end of pull from Table 6-9 0 Column
S� (b) Acres iniddle portion of pull (L1)
{Pull Length (pa I [feet] X Wetted Width .2 o-p [feet]) / 43,560
TJ (c) Acres stop end of puL from Table f E 9 0 Column
3, a Total acres for Travel Lane Length (Ll) (Sum: a + b + c)
( TraveI Lane Length (L2) Interior or_Exterior (Lane/Hydrant)
,3S (a) Acres start end of pull from Table L'E 9 0 Column 1611
(b) Acres middle portion of pull (L1)
{Pull LengthjL [feet] X Wetted Width ;bD [feet]) / 43,560
4 (c) Acres stop end of pull from Table L E 9 0 Column
a, y s Total acres for TraveI Lane Length (L2) (Sum: a + b + c)
Travel Lane Length (L3) Interior or_ Exterior (Lane/Hydrant)
,zS- (a) Acres start end of pull from Table - 1 9 0 Column
•off (b) Acres middle portion of pull (L1)
{Pull Length Z20 [feet] X Wetted Width .20 0 [feet]) / 43,560
O (c) Acres stop end of pull from Table E 90 Column
/, Sq Total acres for Travel Lane Length (13) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the
field. Sum all of these and this is the total irrigated acreage for the field.
3 , (a)Acres per Travel Lane Length (L1) X �_#Lanes Acres
2-t/ (b) Acres per Travel Lane Length (L2) X s #Lanes = , y Acres
/, 59 (c) Acres per Travel Lane Length (L3) X /v # Lanes = 1 ,S9 Acres
7 �,? 9 Total CAVVMP Wettable Acres for field (Sum: 8a + 8b + 8c) C"
Wettable Acre Computational Worksheet Completed by<,-: �w-�
Date:S/) 0 /
J

U.S. UNITS
KA
I�A/ 100 SERIES BIG GUN® PERFORMANCE --
100 TAPER BORE NOZZLE 100T
100T—Specify size when ordering
-��
Row Path
:L.��
0.50' 0.55' 0.60' 0.65' 0.70' 0.75' 0.80' 0.85' 0.90' 1.0'
9309-050 9309-055 9309-060 9309-065 9309-070 9309-075 9309-080 9309-085 9309-090 9309-100
PSI GPM w-n GPM at&rt I GPM ow tr. GPM au.m GPM aA.rt GPM atw n I GPM ow Pr GPM Dw FE GPM nk rr. GPM Dw n
40 47 191 57 202 66 213 78 222 91 230 103 240 118 250 134 256 152 262 -
50 50 205 64 215 74 225 87 235 100 245 11.5 256 .130 265. 150 273 165 280 204 300
60 55 215 69 227 81 240 96. 250 110 260 126 270 143 280 164 288 182 295 224 316
70 60 225 75 238 88 250 103 263 120 275 136 283 155 295 177 302 197 310 243 338
80 64 235 79 248 94 260 110 273 128 285 146 295 165 305 189 314 210 325 258 354
90 68 245 83 2581 100 270 117 283 135 295 155 306 175 315 201 326 223 335 274 362
100 72 255 87 2681 106 280 123 293 143 305 163 316 185 325 212 336 235 345 289 - 372
110 76 265 92 2781 111 290 129 303 150 315 1 171 324 1195 335 222 344 247 355 304 380
100 TAPER RING NOZZLE 100TR COMPONENTS:
100TR a Body+Cap+ 1 Taper Ring Body Taper Ring Cap
Spe*size whenordering #9956-001 #9257-1ii #6745
: Row Path
0.64' 0.68' 0.72' 0.76" 0.80, 0.84" 0.88" 0.92' 0.96'
9257-016 9257-017 9257-018 9257-019 9257-020 9257-021 9257-022 9257-023 9257-024
PSI GPM ati n GPM our n GPM awn GPM au.rr. GPM aw FT. GPM au•rr. GPM aiw rr GPM ow n GPM ou.n.
40 67 212 76 219 86 225 98 233 110 242 125 250 136 254 151 259 166 275
50 75 224 85 231 97 240 110 250 123 258 139 266 152 271 169 279 185 288
60. 83 239 94 246 106 254 120 264 135. 273 153 281 167 286 186 294 203 3.03
70 89 249 101 259 114 268' 130 277 146- 286 165 295 180 300 200 309 219 320
80 95 259 108 269 122 278 1V 268 156 297 176 306 193 313 214 324 235 336
90 101 268 115 278 130 289 147 299- 166 308 187 317 204 324 227 334 249 345
100 107 278 121 288 137 298 155 308 175 318 1 197 327 216 334 240 344 262 355
110 112 288 127 298 143 308 163 317 183 326 1 207 336 1 226 342 1 251 353 275 364
100 RING NOZZLE 100R COMPONENTS:
Body Ri Ca
100R m Body+Cap+Set of 7 Rings #9 56-001 #6 38 iii #7872
Spa*size when ordering
Complete set of 7 rings only= #6847
ff:3
O O :Row Path
0.71' 0.77' 0.81' 0.86' 0.89' 0.93' 0.96'
6738-071 6738-077 6738-081 6738-086 6738-089 6738-093 6738-096
PSI GPM our n GPM Dw n GPM Dw rs GPM our.PT GPM ou.rc GPM Dw rt GPM o;:n
40 66 208 78 212 91 215 103 224 118 235 134 238 152 242
50 74 220 88 225 100 230 115 240 129 250 150 255 167 260
60 81 235 96 240 110 245 125 260 141 270 164 275 183 280
70 1 88 245 104 250 118 260 135 275 152 290 177 295 198 300
80 94 255 111 265 127 275 145 285 163 300 189 305 211 315
90 -99 265 1.17 275 134.; 285 :154 •295 173 310 201 315 224 325
100 105 276 124 280 142 295' -162 .305 182 320 212 325 236 335
110 110 275 130 290 149 305 170 3:15 191 :325 222 335 248 345
otun.r..a.tod a,u•rat.aax atn Gn•wt�+o+o.ddo ha b..n abdnd udr W.d r«r�dta.ad mv�ti.aJ..ndy aa.ad br..Gd,vQ 1.�iallc rnva�mrdtaw o ot+r 6eun.W.o,:�pata:
��•da.ro.p..uodm�V dap:a mrdtan vYom7r v�kgia.wr.
Nelson Irrigation Corpordon 848 Airport Rd Walla Walla,WA 99362 USA Tel:50932SI660 Fax:[phone] E-mail:nelsan(Onelsonirr.com Web site:www.nelsonirrigation.00m

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NAME | '-- PASE 2
ADDRESSz Chinquapin ' NO
pTYPE SIZE 1 -2600
OF OPERATION Nursery
CLASS I
DESIGNED BY Billy Houston
DATE 3/4/91
APPROVED BY lit
DATE
q���^0" �
PERMANENT STORAGE
2600 Hogs x 30 \ bs per hog 1 Cu Ft per | b . 78000 Cu Ft
TEMPORARY STORAGE
78000 | bs of animal x 1 .35 cu. ft. of waste per day 18954 Cu Ft
per 1000 \ bs of animal wt . x 180 days
RAINFALL LESS EVAPORATION
7" X 249T5 sq . ft. surface area per 12"per ft 14569 Cu Ft
RAINFALL - 25 YR. 1 DAY STORM
7.5" X 24975 sq . ft . u; surface area per 12" per ft . 15609 Cu Ft
TOTAL STORAGE NEEDED 127132 Cu Ft
4709 Cu Yds
^ TOTAL STORAGE AVAILABLE 135990 Cu Ft
5037 Cu Yds
AMOUNT OF FILL DIKE 48300 Cu Ft
PAD 37260 Cu Ft
---------
TOTAL 85560 Cu Ft
SETTLEMENT 10% 8556 Cu Ft
� ---------
TOTAL AMOUNT OF FILL 94116 Cu Ft
3486 Cu Yds
CUT TO FILL RATIO TOTAL EXCAVATION 11060; Cu Ft
1 .2: 1 4096 Cu Yds
re�����~
S/m91�°, w° '// 1~ � 43
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[

,
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--� --- PAGE 3
NAME: Norwood Dail
OPERATION AND MAINTENANCE
This lagoon is designed for waste treatment with minimum odor
contro } . The time required for the planned fluid level to be
reached may vary due to soil conditions , flushing operations, and
the amount of fresh water added to the system.
Land application of waste water is recognized as an acceptable
method of disposal . Irrigation by center pivot , solid set or
traveler is the preferred and most efficient method to dispose of
the eff ! uent from the lagoon. Care should be taken when applying
waste to prevent damage to the crops and to prevent runoff from
the fields. .
The following items are to be carried out:
1 . Begin pump-out of the lagoon when fluid level reaches invert
of the outlet pipes or at a pre-determined elevation .
2. Stop pump-out before the lagoon depth is less than 6 feet
deep or at a pre-determined depth . (This prevents the Joss of
favorable bacteria)
3. The recommended amount to apply per irrigation is one inch,
and maximum recommended application rate is 0.5 inch per hour.
[~ 4. It is recommended that the treatment lagoon be 'precharged to
1/2 its capacity to prevent excessive odors during beginning
stages of the operation. PrecharSin8 reduces the concentration of
the initial waste entering the lagoon thereby reducing odors .
Solids should be covered with water at all times.
5. Keep vegetation on the embankment and areas around the lagoon
and buildings mowed .
6. Repair any eroded areas and establish in vegatation .
7. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Natural Resources and Community Deve | opment (D%RCD) , Wastewater
Management Section, has the responsibility for enforcing this
law.
8. All surface water is to be diverted from the lagoon to an
adequate and stable outlet.
CERTIFICATION:
I hereby certify that I understand the operation and maintenance
requirements stated above. Furthermore , I understand how many
acres are required in order to land apply the waste and that
the lagoon may have to be pumped 2 or more times a year . This
r` design has been ' exp | ained to me and I agree with all provisions
stated in the design . I also certify that there are no residence
other than mine or my tenants ' within 750 feet of this operation .
I understand that compliance with this design DOES NOT prevent
someone from suing ne because of nuisance or other reasons .
Signature - ----------Date °»
-���~-~-��,--�--�--r'----- ��-----�~`------

APPROXIMATE ANNUAL NITROGEN (N) AND PHOSPHORUS (P) PRODUCTION
TONS OF WASTE S I-i_lRED" 1137
BEFORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE ANALYZED
TO
DETERMINE THE EXACT NUTRIENT CONTENT. THE NC:DA LABORATORY
IN RALEIGH PERFORMS WASTE ANALYSES. YOU Ci;-?C!'UL_.D CONTACT
AGRONOMIC SERVICES DIVISION
NCDA, BLUE RIDGE ROAD CENTER
RALE I GH N.C. 27611
PI-IONL--::s 919-i:. ... 26 5
WHEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A
OVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION.
SOME _1F THE -EFFLUENT COULD BE USED FOR I RR I GA-f ION PURPOSES
DURING T;...iE GROWING SEASON.
LAND REQUIREMENTS FOR WASTE 1 E APPLICATION
1156 capacity Feeder .to Finish operation::
Land' Avai ! d land Required
18.0 17.3 a.c a of cropland planted to corn
0p0 8.3 ac ., of coastal bCarPf1udagr-asi--con` . grazed
0.0 6 T ac : of coastal ber>' udagrass---i-la.y
0.0 13u9 ac . of fescue--grazed
103,8 percent of land required is available
0 sow Farrow to Feeder operation :
Land Ava i 1 . Land Required
0 0..0 at_. of cropland planted to corn
�? 0.0 ac4 of coastal bermudagr..ass-•-grazed
0 0 .0 acn of coastal berm!!dagr-ass--hlay
0 0. 0 ac .. of fe5cu -'-gra%ed
ERROR percent of land required is available �
0 sow Farrow to Finish operation.-
Land Ava i I o L_and Pequ i (11
1 040 ac n of cropland planted to cori!
0 0.0 ac R of coastal beriCudagrass-- Srazed
�.� 0.0 a c .. of coastal bermudagr"ass_'-hlaj/
o 0..0 a.c .. is! fescue- r'a.:ed
ERROR percent of land required is available
BEGIN PUMPING THE EFFLUENT I•,HEIN
THE FLUID LEVEL REACHES Elev. 47..0 Bottom Outlet Pipe
-------------------------------
DO NOT LOWER THE FLUID AfN
i....l.WER THAN Elev. 440 0 ._ Ft . Below Pipe
-------------------------------
THE EFFLUENT SHOULD BE APPLIED AT' A RATE THAT WILL NOT CAUSE ANY
RUNOFF ONTO St.i:=;ROUND:.l•,G AREAS OR LEACHING Ihl70 'T'i-'E GROUND ND WATER
RECOMMENDED A:=='?='L I C A T I :N RATE IS 0.5 INCHES PER HOUR AND THE
MAXIMUM RECOMMENDED APPLICATION .1AGUNT 1 S 1 w N(:.-H PER 1 RR n..i.T i„.!i'..l
.t�i r.

NAME: Norwood Da i f PAGE F
SEEDING SPECIFICATIONS
AWN
AREA TO BE SEEDED 2 AC.
APPLY THE FOLLOWING
2000 LBS. L FERTILIZER
4 TONS DOLOMITIC LIMESTONE
200 DALES SMALL GRAIN STRAP;
USE THE SEED MIXTURE
INDICATED
( ) 100 0 LBS. FESCUE GRASS
t ) 70 Li S. OATS
C� b�rawdl yrarl
GA"11. wi4-H JtJ ( ) 100 LBS. LAH I A GRASS.
4+ seedily l imp t ) S LSS. WEEPING LOVE GRASS
14 debwoA a 1% t ) 24 LBS. HULLED BERMUDA GRASS
Of Je4d h vat• ( ) 40 LBS. UNHULLE:t BERMUD.A GRASS
\ DIVERT VERT ALL WATER TO A :STABLE OUTLET
THE NEAREST RESIDENCE IS 1600 FT.
T.E.'.M. 50.00 ELEVATION
DESCRIPTI O14 Na i I set in S" pine approx. Sty' East
of Sta. A+FO 1+00.
VERY IMPgRTANT - PLEASE READ CAREFULLY
--------------------------------------
THE LAGOON AND THE AREA AROUND THE HOG HOUSES MUST BE SEEDED WITH
EITHER A TEMPORARY OF PERMANENT GRASS, DEPENDING ON THE TIME OF THE
YEAR, WITHIN THIRTY (30) DAYS FROM THE TIME THE BUILDINGS ARE COM-
PLETED AND READY FOR USE. (WE 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 AF- I CH WILL
RESULT IN A MUCH BETTER STAND OF GRASS. ) SHAPE AREA. TO BE SEEDED.
INCORPORATE LINE AND FERTILIZER AND PREPARE .A 3 n SEEDBED. SECURE
MULCH AND FIRM SEEDBED WITH A DISK, CULTIPACKER, OR SIMILAR EQUIP.

NAME: Norwood Dail 7 2 PAGE 6
DEPTH [AREA OF TOP + AREA OF BOTTOM + 4 X AREA OF MIDSECTION]
VOLUME = ---------6.0 27
7--------------------2 ----------------------------
?
DEPTH [ L X W + L X W + 4 X L X W ]
VOLUME = --------- ------------ ----_---------------------
6 27
10.0 [ 123 X 173 + 63 X 113 + 4 X 93 X 1483
VOLUME = --------- ----------------------------.------_-.---_--_._-_
6.0 27
10.0 [ 815941
VOLUME = --------- -------- .
6.0 27
135990.0 CU. PT.
VOLUME = -®-------
27.0 .
VOLUME = 5016.7 CU.YDS.
24975.0 sq. ft. '
127102. 1 cu. ft. needed
r" SIDE SLOPES S; 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 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 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
equipment to apply waste to prevent runoff or leaching) .
For this lagoon the maximum elevation to begin pumping is
!nt!j. feet and the minimum elevation to pump to is 4f.O. feet.
The design temporary storage, less 25 year storm, is 31�w
cubic feet or.Zn.�23 gallons. As stated before, this volume
will vary considerably from year to year.
This lagoon is designed to flush buildings with recycled
lagoon liquid, and fresh water should not be used for
flushing after initial filling.

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Operator: Norwuod Dail County: Duplin Date: 05/31/88
Distance to nearest residence (other than owner) : 0.0 feet
1. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs" = 0 lbs
0 head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
2600 head (wean to feeder) x 30 lbs. = 78000 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 78000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. SSLW x Treatment Volume (CF) /lb. SSLW
Treatment Volume(CF) /lb. SSLW= 1 CF/lb. SSLW
Volume 78000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
` . .
�. TOTAL DESIGN VOLUME
Inside top length 211 . 0 feet ; Inside top width 123. 5 feet
Top of dike at elevation 49.2 feet
Freeboard 2. 0 feet ; Side slopes 3. 0 : 1 ( Inside lagoon)
Total design lagoon liquid level at elevation 47. 2 feet
Bottom of lagoon elevation 36. 9 feet
Seasonal high water table elevation 0, 0 feet
Total design volume using prismoidal formula
'
SS/END1 SS/EN02 SS/SIOE1 GS/SlDE2 LENGTH WIDTH DEPTH
3.0 3. 0 3.0 3. 0 199. 0 111 .5 10. 3
AREA OF TOP
LENGTH * WIDTH =
199. 0 111 .5 22188. 5 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
137. 2 49.7 6818. 8 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
\�
^ 168. 1 80. 6 54195. 4 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
22188.5 54195. 4 6818. 8 1 . 7
VOLUME OF LAGOON AT TOTA|' DESIGN LIQUID LEVEL = 142831 CU. FT,

^ !
,
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
211 . 0 123.5 26058.5 square feet
Buildings (roof and lot water)
Length * Width =
0. O 0. 0 0.0 square feet
TOTAL DA 26058.5 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 = 78000 Lbs. SSLW * Cp of Waste/Lb. /Day * ` 180 days
�
Volume = 19048 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day * `180 days storage/7. 48 gallons
per CF
Volume = 0. 0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7, 0 inches
Volume = 7. 0 in * DA / 12 inches per foot
Volume = 15200. 8 cubic feet

-
`
51). Volume of 25 year - 24 hour storm
Volume = 7. 5 inches / 12 inches per foot * DA
Volume - 16286. 6 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE*
5A. 19048 cubic feet '
5% 0 cubic feet
50 15201 cubic feet '
50 16287 cubic feet
TOTAL 50535 cubic feet
6. SUMMARY
Total required volume 128535 cubic feet
Total design volume avail . 142831 cubic feet
Min. req. treatment volume plus sludge accumulation 78600 cubic feet
�
At elev. 47. 0 feet ; Volume is 138431 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 126545 cubic feet
At elev. 0. 0 feet ; Volume is -91081 cubic feet (start pumping)
Seasonal high water table elevation 0.0 feet
�
7. DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE/ SEE ATTACHED WASTE UTILIZATION PLAN
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�
' NAME: Norwoo�--aii - PAGE 2
ADDRESS: Chinquapin , NC
TYPE AND SIZE 1-2600
OPERATION Nursery
CLASS I
DESIGNED BY Billy Houston
DATE 2/15/91
��
APPROVED DY J� .S
D8TE m"
PERMANENT STORAGE
2600 Hogs x 30 | bs per hog 1 Cu Ft per | b . 78000 Cu Ft
TEMPORARY STORAGE
76000 | bs of anima : x 1 .35 cu. ft . of waste per day 18954 Cu Ft
per 1000 | bs of animal wt. x 180 days
RAINFALL LESS EVAPORATION
T" X 25200 sq . ft . surface area per 12"per ft 14700 Cu Ft
RAINFALL - 25 YR. 1 DAY STORM
7.5" X 25200 sq . ft . of surface area per 12" per ft . 15750 Cu Ft
TOTAL STORAGE NEEDED 127404 Cu Ft
4719 Cu Yas
� �
TOTAL STORAGE AVAILADLE 134040 Cu Ft
4964 Cu Yds
AMOUNT OF FILL DIKE 41400 Cu Ft
PAD 64175 Cu Ft
---------
TOTAL 105575 Cu Ft
SETTLEMENT 10% 10558 Cu Ft
---------
TOTAL AMOUNT OF FILL 116133 Cu Ft
4301 Cu Yds
CUT TO FILL RATIO TOTAL EXCAVATION 131880 Cu Ft
4884 Cu Yds
4W ^
�~
mx*� �� ^1^�
from
" ~
v^��

, .
. ^ / . . .
PAGE 3
NAME: Norwood DaiI
OPERATION AND MAINTENANCE
This lagoon is designed for waste treatment with minimum odor
control . The time required for the planned fluid level to be
reached may vary due to soil conditions , flushing operations , and
the amount of fresh water added to the system.
Land application of waste water is recognized as an acceptable
method of disposal . Irrigation by center pivot , solid set or
traveler is the preferred and most efficient method to dispose of
the effluent from the lagoon . Care should be taken when applying
waste t'o prevent damage to the crops and to prevent runoff from
the fields,.
The following items are to be carried out:
1 . Begin pump-out of the lagoon when fluid level reaches invert
of the outlet pipes or at a pre-determined elevation . Me+ 49'D
2. Stop pump-out before the lagoon depth is less than 6 feet
deep or at a pre-determined depth. (This prevents the loss of
favorable bacteria) G:�^. 14u4:0
3. The recommended amount to apply per irrigation is one inch ,
and maximum recommended application rate is 0.5' inch per hour .
e% It is recommended that the treatment lagoon bf prechar8ed to
1/2 its capacity to prevent excessive odors during beginning
stages of the operation . PrecharSin3 reduces the concentration of
the initial waste entering the lagoon thereby reducing odors .
Solids should be covered with water at all times.
5. Keep vegetation on the embankment and areas around the lagoon
and buildings mowed .
6. Repair any eroded areas and establish in vegetation.
T. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Natural Resources and Community Development (DNRCD) , Wastewater
Management Section, has the responsibility for enforcing this
law.
8. Ail surface water is to be diverted from the lagoon to an
adequate and stable out / et . ' '
� ,
CERTIFICATION:
I hereby certify that I understand the operation and maintenance
requirements stated above . Furthermore , I understand how many
acres are required in order to land apply the waste and that
the lagoon may have to be pumped 2 or more times a year . This
esi8n has been exp } ained to me' and I agree with all provisions
` stated in the design . I also certify that there are no residence
other than mine or my tenants ' within 750 feet of this operation .
I understand that compliance with this design DOES NOT prevent
someone from suing ne because f nuisance or other reasons .
S; Snature - Date

^ .
. `
NAME: Norwood Dail --� --_
APPROXIMATE ANNUAL NITROGEN (N) AND PHOSPHORUS (P) PRODUCTION
N: 13666 L8 P: 3986 LB
TONS OF WASTE STORED: 1137
�
BEFORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE ANALYZED
TO DETERMINE THE EXACT NUTRIENT CONTENT. THE NCDA LABORATORY
IN RALEI8H PERFORMS WASTE ANALYSES. YOU SHOULD CONTACT
AGRONOMIC SERVICES DIVISION
NCDA, BLUE AD6E ROAD CENTER
RALEI8H N.C. 27611
PHONE: [phone]
WHEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A
COVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION.
SOME OF THE EFFLUENT COUQD BE USED FOR IRRIGATION PURPOSES
DURING THE GROWING SEASON.
LAND REQUIREMENTS FOR WASTE APPLICATION
578 capacity Feeder to Finish operation:
Land Avail . Land Required
15.0 8.T ac . of cropland planted to corn
0.0 4.2 ac . of coastal bermuda3rass--cont. grazed
0.0 3.4 ac . of coastal bermuda8riss--hay
0.0 6.9 ac . of fescue--grazed
WN 173.0 percent of ! and required is available
0 sow Farrow to Feeder operation:
Land Avai | . Laod Required
0 0.0 ac . of cropland planted to corn
O 0.0 ac . of coastal bermudo9rass--8razed
0 0.0 ac . of coastal bermuda8rass--hay
0 0.0 ac . of fescue--grazed
ERROR percent of land required is available
^
0 sow Farrow to Finish operation:
Land Avail , Land Required
0 0.0 ac . of cropland planted to corn
0 0.0 ac . of coastal bermuda3rass--grazed
0 0.0 ac . of coastal bermudaSrass--hay
0 0.0 ac . of fescue--grazed '
ERROR percent of land required is avai | ab > e
BEGIN PUMPING THE EFFLUENT WHEN
THE FLUID LEVEL REACHES Elev. 47.0 Bottom Outlet Pipe
------------------------------
DO NOT LOWER THE FLUID ANY
LOWER THAN Elev. 44.0 3 Pt. Below Pipe
------------------------------
I—NALLONS AVALIA8LE FOR LAND APPLICATION 370530 gallons
THE 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 IRRGATION

^ '
. `
NAME: Norwood Dail PAGE 5
SEEDING SPECIFICATIONS
� AREA TO BE SEEDED 2 AC.
APPLY THE FOLLOWING
2000 LBS. 8-8-8 FERTILIZER
4 TONS DOLOMITIC LIMESTONE
200 BALES SMALL GRAIN STRAW
USE THE SEED MIXTURE
INDICATED
( ) 100 LBS. FESCUE GRASS
( ) 70 LBS. OATS
( ) 100 LBS. 8AHIA GRASS '
( ) 8 LBS. WEEPING LOVE GRASS
24 L8S. HULLED BERMUDA GRASS
( ) 40 LBS. UNHULLED 3ERMUDA GRASS
rDIVERT ALL WATER TO A STABLE OUTLET
THE NEAREST RESIDENCE IS 1600 FT.
T.B.M. 50.O0 ELEVATION
DESCRIPTION Nail in 6 Oak approx. 50 ' West of Sta. E 1+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 BUILDINGS 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. )

NAME 1,4o r w o u d Dir.1 I -- - --- F'ACCE 6
DEPTH I-AREA OF. 'TOP + AREA OF BOTTOM + 4 X AREA OF 111 IDGECT 1 ON]
VOLUME _ •---- ---- --------•-----•----- ------------••------------------.----
f .t) 27
DEPTH F L X 14 -r•• L ;< JAI + 4 )< L X JAI J
VOLUME _ --------- ...___-__.._--.---------.-----------------•----
6 27
VOLUME _ ------_.__. __._......__...____.. ., .........________._._
6„0 27'
10.0 1 804241
VOLUME - ---------- .._-------
6.0 27
VOLUME ---------
27.0
VOLUME = 4964.4• CU.,YDS.
127404.0 cu. ft . needed
elv'%11-lDE SLOPES :=1. 1

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U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner County 1 j „
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of DAm__AL_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. E ev. :Est. evation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements : Above :Floodwater Above
: 'Flood Plain: .Flood Plain
Ft. Ft. % Ft. Ft.
1
2
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach Wore bet ow /6&A{iN
of oOer/A o- 1
Hazard Classification of Dam (A b, c) (see NEM-Part 520.21)
Dam Classification (I� II , III, IV, V)
BY IV De r- Date _2-1F- —`ll
(ndfie) ((title)
Concurred By '�/ Date5'p_'e� �'
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

INSTRUCTIONS
All dams built with technical assistance from the Soil Conservation Service
must have a hazard classification assigned _by the person responsible for
approving the design: Most farm ponds, except in borderline cases, can
be classified after a complete field investigation without assuming. failure.
and making breach studies. This data sheet is to be used for recording
the information obtained through field studies and for documenting the
hazard classification.' Where there is a possibility for los's of life or
major property damage from a dam failure, an approved breach routing
procedure is to be used. (Consult with the afea engineer.)
Hazard classifications of dams are made by-evaluatirig the possibility
for loss of life and the extent of damage that would result if the dam
should suddenly -breach--that is- a. section of.the dam be suddenly and
completely washed -out. It is to be assumed that a wall of water will be
released equal to �the height of the dam. This flood wave will be reduced
in height as it moves down the flood plain: The wave height (depth of-
flooding) should be evaluated for a sufficient distance downstream until
the estimated flood level will not cause significant damage to improvements,
such as homes, buildings, roads, utilities, reservoirs, etc. The breach
flood level will be reduced depending on the valley storage, slope, and
openess of the flood plain; however, in a narrow steep valley slopes
steeper than 10% should be given special consideration. One method of
evaluation is to compare available valley storage (under flood conditions)
to impoundment storage (figured to the top of the dam) for each reach
evaluated with a judgment estimate made of the flood wave height at all
critical points downstream.
Should there be any questions about the hazard classification for a dam,
the area engineer should be consulted before making design commitments.

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UNITED STATES SOIL POST OFFICE BOX Z77
DEPARTMENT OF CONSERVATION KENANSV I LL E y P;iC 28349
AGRICULTURE SERVICE TELEPHONE:e u 19- 96-1'5:3
-------
December 18, 1990
Mr. ,Jeff Richter
Department of the Army
W i I rn i ngtori District, Corps of Engineers
Wi IrninJtonr NC 8 t:2-1,:-:00
RE. ivir". Norwood Dail
Derir Mr.. Richter .",
4.-. D a i I i s i n t e r e s t p d i n bu i I d i rig it ri Cr"c6'b i c - n his farm. To be;t
! caisL !, i s fa.c ! 1 i ty he up I i have In s_^t.i,i..e u pi a. cc,rner- 'P h i s f i e ! d bv
�. }i;vt? checked -the awed that; P's`r.. Da i i i f interested i n c 1 ear" i rfg . i i"iere
w i ! �;I? I 'e_,s !";::i.f i i:1"I l'"f''r.� ll c.r"'ter"5 t f.) _:i'''s? {i f w e I a.n�! I i i V o 1 v t o. ,
ra+:4uas t:; a!,i_,r va ; under Permit vlo .. Zr., *.-�? a i :ei t ii i .
W e'u i .'•. 'i aI"ea.. PIec7.lv'te send a ! et-er toff .
Mr" .. 1\1r.r6Jc.oice' DFt i 1
r;te . 1 T',_,:< :_;(; 1A ,
trh i r'i,;ua1- i n r rit_
P i ea,:-.e send a copy to th,,7. Fio i 1 _Service at on
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ARM
AA
op

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Operator: Norwood Dail County: Duplin Date: 0�/31 /88
Distance to nearest residence (other than owner) : 0. 0 feet
1. STEADY STATE LIVE WElGHT
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder ) x 522 lbs. = 0 lbs
0 head (finishing only) x 135 lbs. 0 lbs
0 sows (farrow to wean) x 433 lbs. 0 lbs
2600 head (wean to feeder) x 30 lbs. = 78000 lbe
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 78000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. SSLW x Treatment Volume (CF) /lb. SSLW
Treatment Volume(CF) /lb. GGLW= 1 CF/lb. SSLW
Volume = 78000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
4. TOTAL DESIGN VOLUME
Inside top length 184. 5 feet ; Inside top width 146. 0 feet
Top of dike at elevation 48. 9 feet
Freeboard 2. 0 feet ; Side slopes 2.5 : 1 ( Inside lagoon)
Total design lagoon liquid level at elevation 46. 9 feet
Bottom of lagoon elevation 36. 4 feet
Seasonal high water table elevation 0. 0 feet
N
Total design volume using prismoidal formula
SS/END! SS/END2 SS/SIDE1 SG/GIDE2 LENGTH WIDTH DEPTH
2.5 2. 5 2. 5 2.5 174. 5 136. 0 10. 5
AREA OF TOP
LENGTH * WIDTH =
174.5 136. 0 23732.0 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH �
122. 0 83. 5 10187. 0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
�
148. 3 109. 8 65091 .8 (AREA OF MIDSECTION * 4)
CU. PT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
23732. 0 65081.8 10187. 0 i . 8
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 173251 Cl). FT.

. ~
` ^
--.�
5. TEMPORARY STORAGE REQUIRED
` DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
184. 5 146. 0 26937.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0. 0 0. 0 square feet
TOTAL DA 26937.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
^Volume = 78000 Lbs SSLW * CF of Waste/Lb. /Day * 180 days
\_
Volume = 19048 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7,48 gallons
per CF
Volume = 0. 0 cubic feet
5C. Volume of rainfall in excess of evaporation
�
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7. 0 inches
'
Volume = 7. 0 in * DA / 12 inches per foot
Volume = 15713. 3 cubic feet
�

` ^
,
5D. Volume of 25 year - 24 hour storm
Volume = 7. 5 inches / 12 inches per foot * DA
Volume = 16835.6 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19048 cubic feet
5B. 0 cubic feet
5C. 15713 cubic feet '
5D. 16836 cubic feet
TOTAL 51597 cubic feet
6. SUMMARY
Total required volume 129597 cubic feet
1173251 Tota1 design volume avail . cubic feet
Mi& req. treatment volume plus sludge accumulation 78000 cubic feet
At elev. 46. 3 feet ; Volume is 159290 cubic feet (and pumping)
Total design volume less 25yr-24hr storm is 156416 cubic feet
At elev. 0. 0 feet ; Volume is -92013 cubic feet (start pumping)
Seasonal high water table elevation 0. 0 feet
` ^
7. DESIGNED BY: APPROVED BY:
DATE; DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

wK i� � /��9�
pt "ll!7ML
POST OFFICE BOX 759 • ROSE HILL,NORTH CAROLINA 28458
[phone]
June 14, 1994
Mr. Mike Sugg
District Conservationist
USDA - Soil Conservation Service
P.O. Box 277
Kenansville, NC 28349
Re: Norwood Dail-2640 Wean To Feeder
Dear Mr. Sugg:
Enclosed for your review is the completed Animal Waste Management
Plan for the above referenced swine farm. specific items included
in this package are as follows:
- Location Map
- SCS Soils Investigation Report
- Lagoon Calculations Spreadsheet
- Operation & Maintenance Plan for Lagoon
- Construction Specifications for Lagoon
- Site Seeding Requirements
- Earthwork Calculations
- Site Plan with Construction Details
It is my understanding that the Waste Utilization Plan for this
farm has been developed for the grower by your office.
Please contact me at (910) 289-2111, ext. 717 if you have any
questions concerning this package.

Sincerely:
. Neal Tucker, P.E.
Project Engineer
JNT
Enclosures
cc: File
Norwood Dail (complete package)
Roger Wells, Murphy Farms Construction Dept. (site plan only)

SCS-ENG-53B U.S.OEPARTMENT OF AGRICULTURE
Rev. 540
SOIL CONSERVATION SERVICE
CSOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S N ME )` �{'�:�'.' T�� ? I� Q�._@. DISTRICT
DATE__/�—�—9 3 COUNTY 2) u-»
S_C.S. PHOTO SIIEET NO. WORK UNIT
WATERSHEI) AREA MEASUREMEM
CROPLAND ACRFS PASTURE ACRES
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED'POND SHOWING WHERE BORINGS WERE MADE (Appror-scale lrro feet)
Locate reference potn( ,n center line of dam and ldenditf on sketch.
�.Aw
0
i
SHOW BORING NUMBER AND PROFILE N
DEPTH
and list dam-slit and spt/tuag borings first•then ponded area and borrow pit bor(nes separate with uerrtca/ ,d line.
(Continued on 6aeA where neeusory) Show water lobts tieations on dam-site borings.
SCALE
(D •2 3 S j 6 7 1 8 9 To) 11 12 113 14 15 16 17 18 19 20 21 22 23
0-I sA,1 1 �,n�1
Shvt I I I IMt S c
�,� ~M1 f f►ti l � S^A�t
Hv
r'•1 SY"Ili .•}1) .f.l r lJ• nil /t• r. /.
r t
BORINGS MADE IIY�A �_( •— SIGNATURE & TI7LE�+ -�

TYPES 0" `MATERIAL ENCOUNTERED 1N BORING;'
use one of systems below)
UNIFIED-CLASSIFICATION USDA CLASSIFICATION \..
GW-Well graded gravels; gravel, sand mix :- g-gravel
GP-Poorly graded gravels s-sand
GM-Silty gravels; gravel-sand-silt mix vfs-very'fine sand
GC-Clayey gravels; gravel-sand-clay mix sl-sandy loam _
SW-Well graded sands-, sand-gravel mix fsl=fine sandy.loam
SP-Poorly graded sands' I-.loam•
Sbl-Silty sand gl-gravelly loam '
SC-Clayey sands; sand-clay mixtures si-silt
ML-Silts;silty,v.fine sands;sandy or clayey silt sil-silt loam
CL-Clays of low to medium plasticity cl-clay loam
CH-Inorganic clays of high plasticity sicl-siltyclay loam
MH-Elastic silts scl-sandy clay loam
OL-Organic silts and silty clays, low plasticity sic-silty clay
OH-Organic clays, medium to high plasticity c-clay
1. Suitable material for embankment is available QYes [5�]NO '(Indicate where located on th*sketch an
rwm"4 side)
REMARKS: - (0111 11 Q e of �o �►� ( +�,, S C— c. r�G Fro�, o'F�`
Si f� fa 1u360., S of e. . cit. s}r /w�u�•�.r�( w l( tiUve. fa 4
&Jtef< eo/ l y se—S Prrr�� /iAr�,.r (QSOar� , �•�r1t �l.r
.i Lf :h. 11fis C'or 6c, W1 t.p:k eA tbhe-tt) f)F rd116 opuh)
a f* CL v1.0k�.49
2. Erplain hazards requiring special attention in design (Seepooe.spr(no..rock etc.)
GENERAL REMARKS:
24 25 26 27 28 29 30 1 31 1 32 33 Iml 34 35 36 37 11 38 3° 40 41 42 43 'A 45 101147 1 ,01149 1 W 11 51
_LL1
_EF
I I
F

,perator :Norwood Dail County: Duplin Date: 05/23/94
istance to nearest residence (other than owner ) : 0 . 0 feet
AVERAGE LIVE WEIGHT (ALW)
0 sows ( farrow to finish) x 1417 lbs . 0 lbs
0 sows ( farrow to feeder ) x 522 lbs . - 0 lbs
0 head ( finishing only ) x 135 lbs . - 0 lbs
0 sows ( farrow to wean) x 433 lbs . = 0 lbs
2600 head (wean to feeder ) x 30 lbs . - 78000 lbs
Describe other : 0
Total Average Live Weight = 78000 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume - 78000 lbs . ALW x Treatment Volume (CF) / lb. ALW
Treatment Volume (CF) /lb. ALW 1 CF/ lb. ALW
Volume - 78000 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume 0 . 0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length ( feet )--------------------- 190 . 0
Inside top width ( feet )---------------------- 130. 0
Top of dike elevation ( feet )----------------- 102 . 0
Bottom of lagoon elevation ( feet )------------ 92 . 0
Freeboard ( feet )----------------------------- 1 . 0
Side slopes ( inside lagoon)------------------ 3 . 0 1 N
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 . 0 3 . 0 3 . 0 184 . 0 124 . 0 9 . 0
AREA OF TOP
LENGTH * WIDTH =
184 . 0 124 . 0 22816 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
130 . 0 70 . 0 9100 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
157 . 0 97 . 0 60916 (AREA OF MIDSECTION * 4 )
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
22816 . 0 60916. 0 9100. 0 1 . 5
Tntnl T)PcionPrl VnliimP AvailahlA - 1101AR ril FT

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike )
Length * Width =
190 . 0 130 . 0 24700 . 0 square feet
Buildings (roof and lot water )
0. 0 square feet Describe this area .
TOTAL DA 24700. 0 square feet
Design temporary storage period to be 180 days .
A. Volume of waste produced
Feces & urine production in gal . /day per 135 lb. ALW 1 . 37
Volume = 78000 lbs . ALW/135 lbs . ALW * 1 . 37 gal /day 180 days
Volume = 142480 gals . or 19048 . 1 cubic feet
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
per CF
Volume = 0. 0 cubic feet
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount .
180 days excess rainfall - 7 . 0 inches
Volume = 7. 0 in * DA / 12 inches per foot
Volume = 14408. 3 cubic feet

f t
D. Volume of 25 year - 24 hour storm
Volume = 7 . 5 inches / 12 inches per foot * DA
Volume = 15437 . 5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19048 cubic feet
5B. 0 cubic feet
5C. 14408 cubic feet
5D. 15438 cubic feet
TOTAL 48894 cubic feet
SUMMARY
Temporary storage period=====_______________> 180 days
Rainfall in excess of evaporation=====______> 7 . 0 inches
25 year - 24 hour rainfall==________________> 7 . 5 inches
Freeboard===________________________________> 1 . 0 feet
Side 3 . 0 . 1
Inside top length=__________________________> 190 . 0 feet
Inside top width=====________________=======> 130 . 0 feet
Top of dike elevation=====__________________> 102. 0 feet
Bottom of lagoon elevation= _______________> 92. 0 feet
Total required volume=====__________________> 126894 cu . ft .
Actual design volume=====___________________> 139248 cu. ft .
Seasonal high watertable elevation (SHWT)===> 0. 0 feet
Stop pumping elev. ====______________________> 98. 5 feet
Must be > or = to the SHWT elev . ====______> 0 . 0 feet
Must be > or = to min. req . treatment el . => 98 . 0 feet
Required minimum treatment volume=====______> 78000 cu . ft .
Volume at stop pumping elevation=====_______> 87796 cu. ft .
Start pumping elev. _________________________> 100 . 3 feet
Must be at bottom of freeboard & 25 yr . rainfall
Actual volume less 25 yr . - 24 hr . rainfall==> 123811 cu . ft .
Volume at start pumping elevation-====______> 123725 cu. ft .
Required volume to be pumped________________> 33456 cu. ft .
Actual volume planned to be pumped=_________> 35930 cu . ft .
Min. thickness of soil liner when required= > 1 . 5 feet
DESIGNED BY: . - '.C�g t APPROVED BY:
DATE: s l�3 fg t C DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage ) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions , weather , flushing operations , and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for :
( 1) waste from animals and ( 2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location .
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year , but excess
rainfall will vary from year to year . The 25 year rainfall will not
be a factor to consider in an annual pumping cycle , but this storage
volume must always be available .
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe ( s ) from
building ( s ) . If the outlet pipe is not installed at the elevation to
begin pumping , a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit , such as
weather , soils , crop, and equipment in order to apply waste without
Imm,Nrunoff or leaching .
Land application of waste water is recognized as an acceptable
method of disposal . Methods of application include solid set .
center pivot , guns . and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops .
The following items are to be carried out :
I. \It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors . Solids should be
covered with effluent at all times . When precharging is complete ,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling .
2. The attached waste utilization plan shall be followed . This
plan recommends sampling and testing of waste ( see attachment )
before land application.
3 . Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 100 . 3 as marked by permanent marker . Stop pump-
out when the fluid level reaches elevation 98 . 5 . This temporary
storage , less 25 yr- 24 hr storm. contains 33456 cubic feet or
250254 gallons .

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one ( 1 ) inch and the recommended maximum application rate is 0 . 3
inch per hour . Refer to the waste utilization plan for further details .
5 . Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually . Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets .
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams . Waste will
not be applied in open ditches . Do not pump within 200 feet of a
residence or within 100 feet of a well . Waste shall be applied in a
manner not to reach other property and public right -of-ways .
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States . The Department of
Environment , Health, and Natural Resources , Division of Environ-
mental Management , has the responsibility for enforcing this law.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 1 . 0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS :
0 . 0 LBS. FESCUE GRASS AT 60 LBS . /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS )
SEEDING DATES : SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0 . 0 LBS. RYE GRAIN AT 30 LBS . /ACRE (NURSERY FOR FESCUE)
60 . 0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1 )
SEEDING DATES: MARCH 15 TO JUNE 15
0. 0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS )
SEEDING DATES: APRIL 1 TO JULY 31
10 . 0 LBS . UNHULLED COMMON BERMUDA GRASS AT 10 LBS . /ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0 . 0 LBS . RYE GRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
1000 . 0 LBS . OF 10-10-10 FERTILIZER ( 1000 LBS . /ACRE)
2. 0 TONS OF DOLOMITIC LIME ( 2 TONS/ACRE)
100 . 0 BALES OF SMALL GRAIN STRAW ( 100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1 . PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS . WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS . /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

Pi If[oil COX" • • •
CROPLANDWATERSHED AREA MEASUREMENTS
-ACRES PASTURE-ACRES
WOODLAND-ACRES f 'f • f ' • •
SK=H OF PROPOSED*POND SHOWING WHERE BORINGS WERE MADE (Approx.iscale feet)
Locale reference pointut center line of dam and Identify an SkWck
IN OEM SEEN 8,19MMOMINE
M�mom■N■a■■■WEEE■E■O■■■■■N
IS ON ®�s��■eE■■eese■■■■
■ e■Es■s �a�N�i7■■■®■■■®®i®■�
■■■MOON ■�'.i'i�■■■(OE mom so
■■■■■■■■ ■■■ ■O■■■■■E OMEN
■■■■■®■■E■EI® ■o IMM■M■ ■ME■
r■■■EIS■■■■tli■■■MNE■EEC■ENN
r■■■■ ■■■■■■■■■
■■■■■■■■■t■■■■MN■M■■m MONE
EN
BORING
Hake and list dam-site and svillwau barines first-then ponded area and borrow pit 6,orings-separate with vertical red line.
DI®I an
arvI Show
fwater
iE�� 1®Ielevations
!®Iml®�mlmlm��lm;®I©Im
■1�1�1!■1■I m1010
0101MI I ■! I■1■1■I®IEIEi■IEI■I■I■IEIE
� :■!■l'IMI■I�I ll�iNINI■IEI■1■I■I WIN
IEI■I■IE
EMI■I■!Mimi�!■I rif f' imimimimI■1■i■iMINI■I■I■IN
��i■I■I�' 1' ICI®I■IEli ll'r' l�iml■lMINI■I■�■l�!■I■I■
�301■1■!�" 0MIN 1■!I?'W I■I■1 Mimi ICI■l■
l�r011■1■�MINIMU■!M I■I■!■IEI■I■I■
I ■�I.�r.�� l!■■I■ICIE{■I■IEI■I■I■
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■■■I�i1■i■I■1���1■.■I�l■I�I■�I■I■I�I��.■{r;�1�1

b
hereby give you,
Landowner
/Vv'' mood Dad permission to apply the effluent
from your hog operation on L36 acres of my land. This permission
is granted for.the life of the proposed hog operation.
The effluent is to be applied in a manner that will not cause any
problems: For example - apply the effluent with irrigation equipment, disk
:E
in and seed a cover crop, plant row crops, inject into the soil , and etc. ,
The effluent will -be applied in a manner and time that will not present
: any problems or inconveniences to the existing farming operations.
a �
Landowner R
3
Date j
f
3
r
a

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MURPH
F A M I L Y F A R M S
November 7, 1995
Mr. Mike Sugg
District Conservationist
USDA - Natural Resource Conservation Service
P. O. Box 277
Kenansville,NC 28349
RE: White Heifer#2 2600 Nursery
Dear Mr. Sugg:
Enclosed for your review is the completed Animal Waste Management Plan for the
above referenced swine farm. Specific items included in this package are as follows:
�► - Location Map
- ASCS Tract Map
- Soils Investigation Report
- Lagoon Design Spreadsheet
- Operation &Maintenance Plan for Lagoon
- Construction Specifications for Lagoon
- Site Seeding Requirements
- Earthwork Calculations
- Site Plan with Construction Details
It is my understanding that the Waste Utilization Plan for this farm will be developed
for the grower by your office.
Please contact me at [phone],ext. 4629 if you have any questions concerning
this package.
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

Sincerely,
M. Kevin Weston
Engineering Technician
MKW.tbh
Enclosures
cc: File
Norwood Dail, (complete package)
Robert Henderson,Murphy Family Farms Construction Dept. (site plan only)
Dave Roland,Murphy Family Farms Transportation Dept. (site plan
only)

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LAGOON SITE SOILS INVESTIGATION
PROJECT: COUNTY: P,,p4wJ
FIELD INVESTIGATION BY: DATE:
SITE SKETCH
L I
BORING
DEPTH WT BORING NUMBER AND PROFILE
SCALE
;A 10
Av,rj a
e,-,g
4,eA.IY GUX
p-m;
BORING SAMPLING METHOD: SIGNATURE:

perator:NORWOOD DAIL County: DUPLIN Date: 11/03/95
��
i� vce to nearest residence (other than owner) : 0. 0 feet
. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
0 head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
2600 head (wean to feeder) x 30 lbs. = 78000 lbs
Describe other : : 0
Total Average Live Weight = 78000 lbs
. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. ALW x Treatment Volume (CF) /lb. ALW
Treatment Volume (CF) /lb. ALW = 1 CF/lb. ALW
Volume = 78000 cubic feet
. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 190. 0
� Inside top width (feet) ---------------------- 115. 0
` Top of dike ' elevation (feet) ----------------- 91.5
Bottom of lagoon elevation (feet) ------------ 79. 5
Freeboard (feet) ----------------------------- 1. 0
Side slopes (inside lagoon) ------------------ 3. 0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 GS/SIDE2 LENGTH WIDTH DEPTH
3. 0 3. 0 3. 0 3. 0 184. 0 109. 0 11. 0
AREA OF TOP
LENGTH * WIDTH =
184. 0 109. 0 20056 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
118. 0 43. 0 5074 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
151. 0 76. 0 45904 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
20056. 0 45904.0 5074. 0 1.8
�
Total Designed Volume Available = 130229 CU. FT.

. TEMPORARY STORAGE REQUIRED
`
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
190. 0 115. 0 21850, 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 21850. 0 square feet
Design temporary storage period to be 180 days.
A. Volume of wSte produced
Feces & urine production in gal. /day per 135 lb. ALW 1. 37
Volume = 78000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 142480 gals. or 19048. 1 cubic feet
8. Volume of wash water
� This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day * 180 days storage/7. 48 gallons
per CF
Volume = 0. 0 cubic feet
I. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7. 0 inches
Volume = 7. 0 in * DA / 12 inches per foot
Volume = 12745^ 8 cubic feet

. ,
0. Volume of 25 year - 24 hour storm
` Volume = 7. 5 inches / 12 inches per foot * DA
Volume = 13656. 3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19048 cubic feet
5B. 0 cubic feet
5C. 12746 cubic feet
5D. 13656 cubic feet
TOTAL 45450 cubic feet
. SUMMARY
`
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7. 0 inches
25 year - 24 hour rainfall==================> 7. 5 inches
Freeboard===================================> 1. 0 feet
Side slopes=================================> 3. 0 : 1
Inside top length===========================> 190. 0 feet
Inside top 115. 0 feet
Top of dike elevation=======================> 91. 5 feet
Bottom of lagoon elevation==================> 79. 5 feet
�
` Total required volume=======================> 123450 cu. ft. *
Actual design vo1ume========================> 130229 cu. ft. *
Seasonal high watertable elevation (SHWT) ===> 87. 6 feet
Stop pumping elev. ==========================> 87. 6 feet *
Must be > or = to the SHWT elev. ==========> 87. 6 feet
Must be > or = to min. req. treatment el. => 85. 5 feet-
Required minimum treatment volume===========> 78000 cu. ft.
Volume at stop pumping elevation============> 79166 cu. ft.
Start pumping elev. =========================> 89. 5 feet *
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 116573 cu. ft.
Volume at start pumping elevation===========> 111040 cu. ft.
Required volume to be pumped================> 31794 cu. ft. *
Actual .volume planned to be pumped==========> 31874 cu. ft. *
Min. thickness of soil liner when required==> 1. 8 feet
DESIGNED BY: APPROVED BY: ';
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
��

---------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
to site conditions, weather, flushing operations, and the amount
� of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to yeary but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe (s) from
building (s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to. indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
\
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharginQ is complete,
flush buildings with recycled lagoon liquid. Fresh water should not-
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 89. 5 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 87.6 . This temporary
storage, less 25 yr- 24 hr storm, contains 31794 cubic feet or
237819 gallons.
��

`
. .
4. ^ The recommended maximur amount to apply per irriQa ' ' on is
one (1) inch and the recomi hded maximum application / ie is 0. 3
inch per hour" Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
\
to maintain a vigorous stand"
6" Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
S. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
` pollutants into waters of the United States. The Department of �
Environment, Health; and Natural Resources, Division of Environ-
mentaI Management, has the responsibility for enforcing this law.
`

'
` SPECIFICATIONS FOR CO' TRUCTION OF WASTE TREATMEk LAGOONS
---------------------- --------------------------- --------
FOUNDATION PREPARATION:
-------------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders, sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
�"kinstalled using the more impervious materials from the required
�
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1. 8 ft.
------ -------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC, CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.
��

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

.
�-^ SEEDING SPECIFICATIONS
� ----------------------
REA TO BE SEEDED: 1. 7 ACRES
BE THE SEED MIXTURE INDICATED AS FOLLOWS:
102.0 LBS. FESCUE GRASS AT 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
51.0 LBS. RYE GRAIN AT 30 LBS. /ACRE (NURSERY FOR FESCUE)
0.0 LBS. ' PENSACOLA' BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15 �
0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
17.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS. /ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
��`8.0 LBS. RYE GRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION>
�
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
?PLY THE FOLLOWING:
1700.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS. /ACRE)
3. 4 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
170.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
-L SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
'L DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
QPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
1OOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
R SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
4CHORING TOOL OR NETTING.
. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

White Heifer 1&2/Double D 1&2 AWS310282
System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear
tends to reduce operating pressure and flow. With continued use, nozzle wear results in
an increase in the nozzle opening which will increase the discharge rate while
decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the design
will alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle.
Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of
mainlines will reduce operating pressure. Operating below design pressure greatly
reduces the coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout
the application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On
a windless day, variation between containers of more than 30 percent is cause for
concern. You should contact your irrigation dealer or technical specialist for assistance.
*Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
I

White Heifer 1&2/Double D 1&2 AWS310282
OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter/ early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available
in the lagoon for future wet periods. In the late summer/ early fall the lagoon should be pumped
down to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made
to maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty
action.
The routine maintenance of a lagoon involves the following:
• Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, if needed, to maintain a vigorous stand. The amount of fertilized applied
should be based on a soils test, but in the event that it is not practical to obtain a
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 800 pounds per acre of 10-10-10, or equivalent.
• Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the
lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should
include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes --look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
2

White Heifer 1&2/Double D 1&2 AWS310282
Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
1. settlement, cracking, or"jug" holes
2. side slope stability-- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon
dam. A good stand of vegetation will reduce the potential damage caused by wave
action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon
may be used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps --check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
• Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
3

White Heifer 1&2/Double D 1&2 AWS310282
Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
4

White Heifer 1&2/Double D 1&2 AWS310282
• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and
water conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce
the amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5

White Heifer 1&2/Double D 1&2 AWS310282
• 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 anti spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and
crop requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag-line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge
can be removed without liner injury. If the liner is damaged it must be repaired as soon
as possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal
content than liquid. Because of this it should probably be applied to land with low
phosphorus and metal levels, as indicated by a soil test, and incorporated to reduce the
chance of erosion. Note that if the sludge is applied to fields with very high soil-test
phosphors, it should be applied only at rates equal to the crop removal of phosphorus.
As with other wastes, always have your lagoon sludge analyzed for its nutrient value.
6

White Heifer 1&2/Double D 1&2 AWS310282
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions
which could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach
of the dam. Assuming proper design and construction, the owner has the responsibility
for ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure -- an example is the placement of a pipe in the
dam without proper design and construction. (Consult an expert in lagoon design
before placing any pipes in dams.)
• Lagoon liquid levels-- high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.
7

White Heifer 1&2/Double D 1&2 AWS310282
EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) 910-796-7215
EMERGENCY MANAGEMENT SERVICES (EMS) 910-296-2160
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 910-296-2120
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 910-296-2121
COOPERATIVE EXTENSION SERVICE (CES) 910-296-2143
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort
to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s)that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks-
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
8

White Heifer 1&2/Double D 1&2 AWS310282
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice/technical assistance phone number.
4. If none of the above works call 911 or the Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Brown,LLC
b. Contractors Address: Po Box 856, Warsaw,NC 28398
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: [phone]
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
9

White Heifer 1&2/Double D 1&2 AWS310282
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (,/)Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
(� 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 Decaying vegetation(V)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design,operate and maintain feed systems(e.g..
bunkers and troughs)to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis(e.g.7-10 day
interval during summer;15-30 day interval during winter).
Feed Storage Accumulation of feed () Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment(e.g.,covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal () Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e.inspect for and remove or break up accumulated
solids as needed).
MIC—November 11,1996
10

White Heifer 1&2/Double D 1&2 AWS310282
Dry Manure Handling Accumulations of animal ()Remove spillage on a routine basis(e.g.7-10 day
Systems wastes interval during summer;15-30 days interval during
winter)where manure is loaded for land application
or disposal.
()Provide for adequate drainage around manure stockpiles
()Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked V 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.
Am 0 xtoc
(Landowner Si nature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC-- November 11, 1996
it

White Heifer 1&2/Double D 1&2
Swine Farm Waste Management- Odor Control Checklist Permit No.: AWS310282
Date: 2/14/2024
INSTRUCTIONS FOR USE Owner Signature:
♦ Odor Control Checklist is required by General Statute 143-215.10C(e)(1)
♦ Check any/all the BMPs you will implement on this facility. Items checked/selected become a requirement of the CAWMP.
♦ Items in bold or pre-selected are required.
♦ Add any site-specific details related to the selected BMPs
♦ Include any other odor control measures not listed
♦ NOTE: Not all BMPs may be cost-effective for every facility. Evaluate each BMP prior to selecting for your facility.
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
FARMSTEAD
♦ Swine Production 0 Maintain vegetative or wooded buffers at or •Traps dust and gases, provides dilution
near property boundary and visual screening
• May require third party input/approval
♦ Improper drainage ❑■ Grade and landscape so water drains away • Reduce odors and vectors that occur
from facilities and prevent ponding with stagnant conditions
❑■ Maintain farm access roads and prevent traffic • Prevents spillage during transport and
in waste application area tracking of waste onto public roads
❑ Other BMPs—please describe
MORTALITY MANAGEMENT
♦ Carcass ® Dispose of mortality using method approved • Required by statute and permit
Decomposition by NCDA&CS State Veterinarian. Manage • May require third party input/approval
According to CAWMP(Mortality Management
Checklist)and permit(s).
❑ Put carcasses in refrigerated (or freezer) dead
boxes within 24 hours for short-term mortality
storage.
♦ Incomplete Incineration ❑ Use incinerators with secondary burners for • Reduce odors by complete incineration
complete combustion.
❑ Other BMPs—please describe
Swine AMOC Page 1 of 6 APPROVED—7/25/2019

White Heifer 1&2/Double D 1&2
Swine Farm Waste Management — Odor Control Checklist Permit No.: AWS310282
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN—WASTE HANDLING
♦ Flush tanks ❑ Install flush tank covers • Pit-flush systems
♦ Odorous Gases IRE Flush pits at least 4 times per day • Pit-flush systems
♦ Partial microbial ❑ Empty pits at least once every 7 days • Pit-recharge or"pull-plug" systems
decomposition ❑o Underfloor flush with pit ventilation
♦ Agitation of wastes ❑ Install/extend fill lines to near bottom of
tanks with anti-siphon vents
❑ Install covers on outside waste collection or
junction box
❑ Install sump tank covers for lift stations
♦ Ammonia ❑ Flush/recharge with treated effluent
❑ Treat waste in pits with proven biological or • Monitor for any solids accumulation in pit
chemical additive
❑ Other BMPs—please describe
HOUSE/BARN—FLOOR AND INDOOR SURFACES
♦ Manure covered floors ❑ Scrape manure from alleys into pens daily • Will move with other manure via pits
❑■ Install fully slotted floor system
❑■ Install waterers over slotted floor area
❑ Install feeders at high end of solid floors • Where applicable
♦ Odorous Gases M Scrape manure buildup from floors and walls • Aids in animal cleanliness
❑■ Keep floors dry • Aids in animal cleanliness
❑■ Install underfloor ventilation for drying
❑ Replace bedding/scrape at frequency to • Solid floor/bedding systems
keep bedding dry
❑ Other BMPs—please describe
Swine AMOC Page 2 of 6 APPROVED—7/2S/2019

White Heifer 1&2/Double D 1&2
Swine Farm Waste Management —Odor Control Checklist Permit No.: AWS310282
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN—VENTILATION
♦ Dust ❑■ Clean fans regularly—specify frequency
♦ Volatile/odorous gases ❑� Efficient air movement
❑ Install temperature and humidity sensors to
control ventilation
❑ Treat barn exhaust • Examples: biofilters,wet scrubbing,windbreaks
• May reduce ventilation rate depending on method
❑ Other BMPs—please describe
HOUSE/BARN—FEED
♦ Dust ❑ Install feed covers
♦ Adsorbed Gases ® Keep outdoor feed storage covered except • Required by rule 15A NCAC 02D .1802
When necessary to add/remove feed
❑ Minimize free-fall height of dry feed
❑ Install feed delivery downspout extenders
to the feed covers
❑ Remove spoiled/unusable feed on regular basis
❑ Feed pellets instead of dry meal • May require third party input/approval
❑ Use feed additives • May require third party input/approval
♦ Ammonia ❑ Use feed-reduced crude protein diet • May require third party input/approval
❑ Other BMPs—please describe
HOUSE/BARN—GENERAL
♦ Dust ❑ Install temperature and humidity sensors • Maintain relative humidity at 40 to 65%
♦ Odorous Gases to control ventilation
❑ Use ultraviolet light to treat indoor air
❑ Use indoor or outdoor electrostatic space • Can be used to treat exhaust air
charge system
❑ Other BMPs—please describe
Swine AMOC Page 3 of 6 APPROVED—7/25/2019

White Heifer 1&2/Double D 1 &2
Swine Farm Waste Management — Odor Control Checklist Permit No.: AWS310282
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAGOON/WASTE STORAGE STRUCTURE
♦ Volatile Gases ® Maintain proper lagoon volume •Sufficient liquid volume/depth is required
for proper anaerobic treatment
❑ Minimize free-fall height of waste from
discharge pipe to lagoon surface
❑ Extend discharge point of pipe to below lagoon • Use caution not to scour or damage lagoon liner
liquid level
❑■ Maintain proper surface area-to-volume ratio
Use correct lagoon start-up procedures
❑ Aerate for odor control
® Manage sludge levels based on annual sludge
survey as required by permit
❑ Keep spilled feed or foreign debris out of lagoon
to prevent excess sludge accumulation
❑ Install/use solids separation system
❑ Use proven biological or chemical additives • Monitor for any increase in rate of solids accumulation
❑ Use permeable lagoon covers (not a digester)
❑ Use impermeable lagoon cover or • Methane can be flared if not utilized
anaerobic digester
❑ Other BMPs—please describe
LAND APPLICATION
♦ Odorous gases ® Perform land application in accordance with
CAWMP
♦ Wind drift ® Pump intake near lagoon surface • Required by rule 15A NCAC 02D.1802
❑ Pump from second stage lagoon
❑ Follow good neighbor policy •Avoid application on known weekends,
special days, or holidays/eves if possible
01 Operate at minimum recommended pressure
❑ Increase setbacks beyond those required by
statute, rule,or permit
Swine AMOC Page 4 of 6 APPROVED—7/25/2019

White Heifer 1&2/Double D 1&2
Swine Farm Waste Management— Odor Control Checklist Permit No.: AWS310282
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAND APPLICATION (CONTINUED)
M Apply during favorable wind conditions, • Recommend checking predicted average hourly
(especially for traveling guns or impact wind speed within 24 hours prior to
sprinklers) anticipated start
❑ When practical,apply waste on sunny days • Allows for vertical dissipation of odor
rather than cool, overcast days
❑ When possible,apply waste mid-morning to •Allows for better vertical dissipation of odor
late-afternoon
❑ For traveling guns, use taper-ring or taper-bore • Less odor and drift than ring nozzles
nozzles
❑ For traveling guns, use largest-available nozzle
that provides acceptable application uniformity
❑ Replace impact sprinklers with low-drift nozzles
on center pivots and linear move systems.
❑ Use hose-drag system
❑ Use injection method for waste application
❑ Other BMPs—please describe
SLUDGE DISPOSAL
♦ Odorous gases ❑■ Transport sludge in covered vehicles or tankers
❑■ Apply in thin, uniform layers * Speeds drying and prevents ponding
0 Incorporate land-applied sludge as soon as • Required within 48 hours or prior to next rain event,
practical after application,and in accordance whichever is first,for conventionally tilled
with permit. bare soils
❑ Use injection method for sludge application
❑ Dewater sludge prior to application
❑ Use alternatives to land application,such as
compost,gasification, energy generation, etc.
❑ Other BMPs—please describe
Swine AMOC Page 5 of 6 APPROVED—7/25/2019

ADDITIONAL INFORMATION AVAILABLE FROM:
Air Management Practices Assessment Tool (AMPAT) www.extension.iastate.edu/ampat/
AHG-538-A Certification Training for Animal Waste Management Systems:Type A NC Division of Water Resources
EBAE 103-83—Lagoon Design and Management for Livestock Manure Treatment and Storage www.bae.ncsu.edu
EBAE 128-88—Swine Production Facility Manure Management: Pit Recharge-Lagoon Treatment www.bae.ncsu.edu
EBAE 129-88—Swine Production Facility Manure Management: Underfloor Flush-Lagoon Treatment www.bae.ncsu.edu
EBAE Fact Sheet—Calibration of Manure and Wastewater Application Equipment www.bae.ncsu.edu
EBAE Fact Sheet—Swine Production Farm Potential Odor Sources and Remedies www.bae.ncsu.edu
NC NRCS Standard 359—Waste Treatment Lagoon www.nres.udsa.gov
NC NRCS Standard 380—Windbreak/Shelterbelt Establishment www.nres.udsa.gov
NC NRCS Standard 422—Hedgerow Planting www.nres.udsa.gov
NC NRCS Standard 442—Sprinkler System www.nres.udsa.gov
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107 1995 Conference Proceedings Florida Cooperative Extension Service
Options for Managing Odor: A Report from the Swine Odor Task Force NC State University
Swine AMOC Page 6 of 6 APPROVED—7/25/2019

Version—November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
a Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
a In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services (G.S. 106-549.70).
Q Any method which, in the professional opiniontof 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
addjtionaI t porary procedures or measures for disposal according to G.S. 106-399.4.
_ 141 _l9
Signature of Farm Owner/Manager Date
Signature of echnical Specialist Date