310282_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
most be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by lite Permitter.
1. Farm Number: 31-0282 Certificate Of Coverage Number: AWS310282
2. Facility Name: Double D 1&2 and White Heifer 1&2
3. Landowner's Name(same as on the Waste Management Plan): Double D Farm LLC
4. Landowner's Mailing Address: PO Box 430
City: Beulaville State: NC Zip: 28518
Telephone Number: 910-298-5521 Ext. E-mail: pauladail(1a.embaromail.com
5. Facility's Physical Address: 407 Mareadv Rd
City: Chinatu pin State: NC Zip: 28521
6. County where Facility is located: Duolin
7. Farm Manager's Name(if different from Landowner): Keith Dail
8. Farm Manager's telephone number(include area code): 910-298-5521 Ext. ��/ p /
9. Integrator's Name(if there is not an Integrator,write"None"): MWrhr ftMMKEEt?— S,J tLA 14 A� /r° r^-
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 Tvoes•
Swipe Cattle Dry Poultry Other Twes
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
Boat/Stud Beef Broad Cow Wet Poullry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.) _
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline'
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
DDI s $ ly2 05 / 2 Z / 'a 19.50
DD2 ZIP 7ppf Z. O 19.50
WAI G /fi Q. Z Zz O/� 19.50
WA2 // S a Z29 LC7 0 6 19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.IOC(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist.containing:
a. The method by which waste is applied to the disposal fields(e,g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
It. The required MRCS Standard specifications _
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
S. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoontstorage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
S. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal,
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of,my knowledge. 1 understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or-imprisonment of not-more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporatio ignam a shouldb[ee bby`aa principal ecutive officer of the corporation):
Y / �
Name: o Title: ✓14iY I2A
Signature: Date: � L
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 0=019

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
Q 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.
Q A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinioneof 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).
71 Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be.done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
.3
Signature of Farm Owner/Manager Date
Signature of echnical Specialist Date

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 ;veloper
f 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:
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.
F
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
ast 3581
ated 4297
Injected 4297
Irrigated 3581
Max. Avai 1. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(Ibs)* Applied 0bs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 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 1

•
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 I of 1

r
The table shown below provides a summary ofthe 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 Hay 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 Foreston Fescue Hay 4.0 Tons
6830 7b 2.19 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 Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
7765 2 3.39 3.39 N/A Foreston Fescue Hay 4.0 Tons
7765 3 3.16 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.

LI Potential Leaching Technical Guidance
<2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>=2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<— 10 soluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Term No-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest 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 Cantu Res. Manure Liquid Solid Liquid Solid Manur
PA Fert. (lbs/A PA ManureA Manure Manure Applied
Nutrient Nutrient INutrientApplied Applied Applied (Field)
[7 Req'd Applied PPBed (ate) (acre) (Field)
(1bs/A) (Ibs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
Tract Field Soil Series Acres Acres
6830 10 SS jAutryvillc 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 3.451 3.45 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Irrig. 269 149.24 0.00 514.86 0.00
6830 11 S5 utryville 3.20 3.20 Small Grain Overseed 1.0 Tons 10/1-3/31 1 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 S5 Autryville 2.65 2.65 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 73.511 0.00
6830 12 S5 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 S5 Autryville 2.21 2.21 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 61.30 0.00
6830 13 S5 utryville 2.21 2.21 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 1 Irrig. 269 149.241 0.00 329.81 0.00
6830 7a S5 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 IForeston 2.19 2.19 Fescue Hay 4.0 Tons 8/1-7/31 182 0 0 1 Irrig. 1821 100.97 0.00 221.12 0.00
6830 8a SS IForeston 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 SS IForeston 2.07 2.07 Hybrid Bermudagrass Hay 6.0 Tons 3/1-9/30 1 274 0 0 1 Irrig. 274 152.01 0.00 314.66 0.00
6830 8b SS IForeston 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 8b SS IForeston 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 27.74 0.00 88.77 0.00
6830 9 SS utryville 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
574121 Database Version 4.1 Date Printed: 11/20/2018 WUT Page l of 2

Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid Manur
PA Fert. (lbs/A) PA ManureA Manure Manure Applied
Nutrient Nutrient NutrientA pplied Applied Applied (Field)
Req'd Applied pplied (acre) (acre) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
FT
Tract Field 1D Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
7725 4 S5 Foreston 3.20 3.20 Fescue Hay 4.0 Tons 8/1-7/31 182 0 0 Irrig. 182 100.97 0.00 323.101 0.00
7725 5 S5 Foreston 2.48 2.48 Fescue Hay 4.0 Tons 8/1-7/31 182 0 0 Irrig. 182 100.97 0.00 250.41 0.00
7725 6 S5 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 Autryville 3.141 3.14 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 87.10 0.00
7765 1 S5 Autryville 3.14 3.14 Hybrid Bermudagrass Hay 5.5 Tons 1 3/1-9/30 269 0 0 Irrig. 269L 149.24 0.00 468.60 0.00
7765 2 S5 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 S5 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 Applied, 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 10.00
Balance,tons 10.00
Notes: 1. In the tract column,--symbol means leased,otherwise,owned. 2. Symbol * means user entered data.
574121 Database Version 4.1 Date Printed: 11/20/2018 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 I Field Soil Series (inches/hour) (inches)
6830 10 Autryville 0.60 1.0
6830 11 Autryville 0.60 1.0
6830 12 Autryville 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 Foreston 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: 11-20-2018 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 Nursery Lagoon Liquid Design Storage Capacity Da s
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: 11/20/2018 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: 11/20/2018 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 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
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
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.
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 301bs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining.N should be applied during the months of February-March.
The 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 301b/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: 11-20-2018 Crop Note Page 2 of 2

t;P
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Norwood .DaPa'
;Double D 1&2 Farms
Facility # 31-282
Wetted acre footprint
3?6 ac.
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a Isma1\9�ai0 PZ 663 ft.
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IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
Dou b� e p 1 7
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 -d 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
C� il,,9V
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

a
7
IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
W�.' N-. H e . er a-2.
Landowner/Operator Name Norwood Dail COUNTY Duplin
Adress 407 Maready Road
Chinquapin NC 28521 DATE L 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) (inlhr) (inches)
6830 p7a 0.35 1 1.84 0.26 2.19 EE90 B-F 400 200 FOA 0-5 FESCUE/PASTURE 0.5 1
6830 p7b 0.35 1.84 0.26 2.19 EE90 B-F 400 200 FOA 0-5 FESCUE 1 PASTURE 0,5 1
6830 p8a 0.35 1.72 0.26 2.07 EE90 B-F 375 200 FOA 0-5 SC, 0.5 1
6830 p8b. 0.35 1.89 0.26 2.5 EE90 B-F 412 200 FOA 0-5 S 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
J 6830 p10 0.35 1 3.1 0 3.45 EE90 B-C 675 200 AUB 0.5 BERMUDA/SMALL GRAIN 0.5 1
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 1 SMALL GRAIN 0.5 1
J 6830 p13 0.35 1.86 0 2,21 EE90 B-C 405 200 AUB 0-5 BERMUDA!SMALL GRAIN 0.5 1
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: FJO-hnny Lanier Date

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CAAW Wettable A.-re Traveling Gun Computational Workshoet.2-20-99
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm Number (Identification) Field Number(Identification)
2. Irrigation System Designation Existing Irrigation System New/Expanded Irrigation System
3. Number of Travel Lanes n Interior Lanes _# Exterior'Lanes i4 o o [feet) Length of puU(L 1)
# Interior Lanes 7 1, _#Exterior Lanes i o 0 [feet] Length of puU(L2)
# Interior Lanes-20, #Exterior Lanes [feet] Length of pull(L3)
4. Wetted Diameter 2 0 0 [feet] From field data sheet
5. Spacing )90_Hydrant Spacing [feet] 90 [as percent of wetted diameter]
6. Hydrant Layout X 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 j _Exterior(Lane/Hydrant)
3 S" (a) Acres start end of pull from Table E E 9 0 Column
(b) Acres middle portion of pull (LI)
{Pull Length A100 [feet] X Wetted '"'idth o2 b a [feet]) 143,560
-2 Co (c) Acres stop end of pull from Table EF 9 0 Column F _
iq Total acres for Travel Lane Length (LI) (Sum: a + b + c)
Travel Lane Length (L2) Interior or 71_Exterior(Lane/Hydrant)
1 (a) Acres start end of pull from Table E E q a Column
(b) Acres middle portion of pull (L1)
{Pull Length s4 o D [feet] X Wetted Widths [feet]) /43,560
, ,,o (c) Acres stop end of pull from Table E F 90 Column
1_Total acres for Travel Lane Length (L2) (Sum: a+ b + c)
Travel Lane Length (L3) Interior or 22, Exterior(Lane/Hydrant)
,%x G
rt(a) Acres sta end of pull from Table E- F o Column r-s
(b) Acres middle portion of pull (LI)
{Pull Length 3"ter [feet] X Wetted Width ,2 b l� [feet]) /431,560
•o,/-r (c)Acres stop end of pull from Tabl 9 0 Column F
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)Acres per Travel Lane Length(L1) X 7G #Lanes = / Acres
l (b)Acres per Travel Lane Length (L2) X b #Lanes = .�, I Q Acres
�P�7 (c) Acres per Travel Lane Length (L3) X _q, #Lanes = , d 7 Acres G
Total CAWMP Wettable Acres for field Sum: 8a + 8 +
( b 8c)
Wettable Acre Computational Worksheet Completed by: Date;. Ah

CAWMP Wettable A_••re Traveling Gun Computational Worksheet 2-20.99
Hard Hose Traveling Gun System
(0111, COMPUTATIONAL WORMHEET
1. Farm Number(Identification) Field Number (Identification)- h 3 '
2. Irrigation Svstem Designation Existing Irrigation System New/Expanded Irrigation System
3. Number of?ravel Lanes n Interior Lanes # Exterior-Lanes yl [feet] Length of pull(L1)
I Interior Lanes 9 #Exterior Lanes 6.20 [feet] Length of pull(L2)
n Interior Lanes /6 4 Exterior Lanes 7S [feet] Length of pull(L3)
4. Wetted Diameter -Q 0 a [feet] From field data sheet
5. Spacing 190 Hydrant Spacing [feet] 0 [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$b Exterior (Lane/Hydrant)
3,S(a) Acres start end of pull from Table EE 9 0 Column
! 8 q (b) Acres middle portion of pull (LI)
{Pull Lengthy /L [feet] X Wetted Width [feet]) /43,560
(c) Acres stop end :)f pull from Table EF 9 0 Column
d ll r.Sb 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 Z-C9 o Column Q
,S—(b) Acres middle portion of pull (LI)
{Pull LengthZ, 0 [feet] X Wetted Width,?0 0 [feet]) /43,5 60
D (c) Acres stop end of pull from Table L�7 9 0 Column C-
0 Total acres for Travel Lane Length (L2) (Sum: a+ b+ c)
Travel Lane Length (L3) Interior or /O Exterior(Lane/Hydrant)
(a) Acres start end of pull from Table EE90 Column
3,/0 (b) Acres middle portion of pull (L 1)
{Pull Length;�[feet] X Wetted Width �00 [feet]) /43,560
4 _(c) Acres stop end of pull from Table f r- 9 0 Column G
ys� 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 b #Lanes = SO Acres
3-(b)Acres per Travel Lane Length (L2) X #Lanes = .3,0 D Acres
3• y (c)Acres per Travel Lane Length (L3) X /0 #Lanes = Y5 Acres
/.S' Total CAWMP Wettable Acres for field Sum: 8a + 8b + 8c Cr`
Wettable Acre Computational Worksheet Completed by: Dater/k�o/

CAWMP WeUable A=e Traveling Gun Computa6onaI Worksheet,2.20-99
s
Hard Hose Traveling Gun System
COMPUTATIONAL WORMHEET
1. Farm Number(Identification) Field Number (Identification) 1:/,, $ 3 0
2. Irrigation System Designation Existing Irrigation System New/Expanded Irrigation System
V
3. Number of Travel Lanes n Interior Lanes 1 # Exterior'Lanes -,,?o [feet] Length of pull(L1)
n Interior Lanes_ ) 'I # Exterior Lanes So 0 [feet] Length of pull(L2)
# Interior Lanes)-3 #Exterior Lanes y p s' [feet] Length of pull(L3)
4. Wetted Diameter :�20 0 [feet] From field data sheet
5. Spacing J Hydrant Spacing [feet] [as percent of wetted diameter]
6. Hydrant Layout 7( 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 ) I Exterior (Lane/Hydrant)
35' (a) .Acres start end of pull from Table E i~9 0 Column
(b) Acres middle portion of pull (LI)
{Pull Length b.) 0 [feet] X Wetted Width a a 0 [feet]) / 43,560
_0 (c) Acres stop end ,of pull from Table E F 9 0 Column L _
3. Total acres for Travel Lane Length (LI) (Sum: a + b + c)
Travel Lane Length (L2) Interior or /;� Exterior(Lane)Hydrant) -C
3 s (a) Acres start end of pull from Table 5 E 90 Column Q
.2.3 0.(b) Acres middle portion of pull (L1)
{Pull Length go o [feet] X Wetted Width o [feet]) /431,560
_o (c)Acres stop end of pull from Table EE 9 a Column
i 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 ZF Column C,
6 t,* (b)Acres middle portion of pull (L1)
{Pull Length Y 4 S [feet] X Wetted Width a o a [feet]) /43,5 60
0 (c)Acres stop end of pull from Table E t 9'1) 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.
(a)Acres per Travel Lane Length(L 1) X II#Lanes = 3, a 0 Acres
0, 6,57 (b) Acres per Travel Lane Length(L2) X / .1 #Lanes = a, (, 5 Acres
2 (c) Acres per Travel Lane Length (L3) X / 3 #Lames = 1 Acres
D Total CAWMP Wettable Acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: '� Date:

CAWMP Wettable A.-re Travcling Gun Computational Worksba t,2.20-99
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm Number(Identification) ,� _ 2 o Field Number(Identification) T 77
2. Irrigation System Designation Y, Existing Irrigation System New/Expanded Irrigation System
3. Number of Travel Lanes # Interior Lanes�_#Exteriortanes [feet] Length of pull(LI)
# Interior Lanes_�#Exterior Lanes (,�3 [feet] Length of pull(L2)
# Interior Lanes #Exterior Lanes &/2. [feet] Length of pull(L3)
4. Wetted Diameter PO 0 [feet] From field data sheet
5. Spacing ) $o Hydrant Spacing [feet] 9O% [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. t
Travel Lane Length (L1) Interior or _Exterior(Lane/Hydrant)
,3S (a) Acres start end of pull from Table C F 90 Column
79 (b) Acres middle portion of pull (L I)
{Pull Length G 0 8 [feet] X Wetted Width [feet]) /432560
D (c) Acres stop end of pull from Table E i 10 Column
3, Total acres for Travel Lane Length (L1) (Sum: a+ b + c)
('Travel Lane Length (L2) Interior or_;Exterior (Lane/Hydrant)
(a) Acres start end of pull from Table F F 9 0 Column
(b) Acres middle portion of pull (L1)
{Pull Length/ /,,? [feet] X Wetted Width �.o 0 [feet]) /43,560
0 (c) Acres stop end of pull from Table t r 90 Column G
{ ? Total acres for Travel Lane Length (L2) (Sum: a+ b+ c)
Travel Lane Length (13) Interior or Exterior(Lane/Hydrant)
(a) Acres start end of pull from Table -E E 10 Column
(b) Acres middle portion of pull (L I)
{Pull Length/,/d. [feet] X Wetted Width do 0 0 [feet]) /43,560
!� (c) Acres stop end of pull from Table 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,/4/ (a)Acres per Travel Lane Length(L I) X _�#Lanes = 3, y Acres
3. 3 0 (b) Acres per Travel Lane Length (L2) X �_#Lanes = 3, 3 1 Acres
/�o (c) Acres per Travel Lane Length (L3) X _#Lanes = 3 / Co Acres
q . 0 Total CAWMP Wettable Acres for field Sum: 8a + 8b + 8c
Wettable Acre Computational Worksheet Completed by: v--! Date:

CAWMP Wettable Acre Traveling Gun C rnputational Worksheet,2.20_99 .
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm Number(Identification) Field Number(Identification)
2. Irrigation System Designation __X _Ezisting Irrigation System New/Expanded Irrigation System
3. Number of Travel Lanes # Interior Lanes L) #Exterior•Lanes [feet] Length of pull(LI)
# Interior Lanes —#Exterior Lanes / '[feet] Length of pull(L2)
#Interior Lanes_�#Exterior Lanes 270_[feet] Length of pull(L3)
4. Wetted Diameter jg 0 fj [feet] From field data sheet
A
5. Spacing ! '.� Hydrant Spacing [feet] 0 1 [as percent of wetted diameter]
6. Hydrant Layout f 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. t
Travel Lane Length (L1) Interior or y- Exterior (Lane/Hydrant)
S (a) Acres start end of pull from Table EF9 0 Column �
$S (b) Acres middle portion of pull (L l)
(Pull Length [feet] X Wetted Width -� o-o [feet]} / 432560
Acres stop end of pull from Table EE 4 D Column _
3, a Total acres for Travel Lane Length (LI) (Sum: a + b + c)
Travel Lane Length (L2) Interior or Exterior (Lane/Hydrant)
,3.5" (a) Acres start end of pull from Table E E 9 U Column
. / (b) Acres middle portion of pull (LI)
{Pull Lengthy_ [feet] X Wetted Width c2 d D [feet]} / 43,560
4 (c) Acres stop end of pull from Table L-F 10 Column �.
. y 8 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 tZ 1- o Column
(b) Acres middle portion of pull (L1)
{Pull Length 2 0 [feet] X Wetted Width a a 0 [feet]) /43,5 60
0 (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 = , Z Acres
(b) Acres per. Travel Lane Length (L2) X s #Lanes = , y Acres
/, 59 (c) Acres per Travel Lane Length (L3) X (o #Lanes Acres
, Total CAWMP Wettable Acres for fief + +.�_ d (Sum. 8a Sb 8c)
Wettable Acre Computational Worksheet Completed by. J � Date:S/� 0
J

ira:�bnh T" .
Z NHMAf 100 SERIES BIG GUN® PERFORMANCE -- U.S. UNITS
100 TAPER BORE. NOZZLE 100T
100T—Specify.size when ordering
Row Path
0.50" 0.55" 0.60" 0.65" 0.70" 0.750. 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 ou n GPM our rr GPM oLk rr GPM Dw FE GPM Dix n GPM otw n GPM m k GPM Dw rx GPM alk ri GPM ow.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- 1.1.S' 156*.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 -83 258 100 .270 117 283 135 295 155 306 -175 315. 201 326 223 335 274 362
100 72 255 87 268 106 280 123 293 143 305 163 316 -185 325 212 336 235 345 289 - 372
110 76 265 92 278 111 290 129 303 150 315 171 324 195 335 222 344 247 355 304 380
100 TAPER RING NOZZLE 100TR COMPONENTS:
100TR a Body+Cap+ 1 Taper Ring Taper Ring Cup
Specify size when.ordering #9956-001 #9257.11 f #6745
O O 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 aA.FE GPM our FE GPM au.n GPM ow.rr GPM oW Ft GPM eu•Fr GPM oW Fr GPM DIX Fr. GPM DW
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 152Y 271 - 1.69 279 185 288
60. 83 239 94 246 106 254 120 264 1.35. .273 153 281 167. 286 186 294 203 303
70 .89 ' 249 101 259 114 2.68 130 : 277 146- 286 :165 295 180 300 200 309 219 320
80 -95 259 108 269' 122 278 1-39 288 156 297 - 176 .306 193 313 214 324' 235 336
90 101 268 115 278 130 289 147- 299-.--1-66' 308; 187 317 204 324 227 334 249 345
100 107 278 121 288 137 298 155 308 175 318 197 327 216 334. 240 344 262 355
110 112 288 1 127 298 1 143 308 1 163 317 183 326 1 207 336 226 342 251 353 1 275 364
100 RING NOZZLE 100R COMPONENTS:
100R @Body+Cap+Set of 7 Rings Cap
#9956-001 #6738 11V #7872
Specifr size when ordering
Complete set-of 7 rings only a#684.7
0 flow Path
0.71" 0.77" 0.811, 0,.86" 0.89" 0.93" 0.96"
6738-071 6738-077 6738-081 6738-086 6738-089 . 6738-093 6738-096
PSI GPM ow n GPM Dw n GPM DLk n GPM ow.n GPM ow n GPM ou►.n GPM ow.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 27.0 16.4 275 183 280
70 88 245 104 250 118 260 135 275 152 290 177 295 198 300
80 94 • 255 11.1 265 127 2.75 -145 285 163 300 189 305 211 315
90 =99 265 1.17 275 134-; 285.- :154' •295 173 310 201 315 224 325
100 106 276 124 280 142 295' "1162 .305 182 32.0 212 325 236 335
110 110 275 130 290 149 305 170 315 191 . :3251r7222,, 335. 248' 345
ora,,dm a.bmW a,u•t4od«x Wg ate,•pw$mis+ano.dole has bom owned uww WW kct a-orlon,ad nwi be od wwy ou n by v*W,poor fv&Wro u*6 ov is a cr o!r ioe Ndsa,trKedoi;
Ca aalknn'u-nonPvwdacnnoadrodjq9d+ ISM aropdi=donn4.
Helson Irrigatlm Cowrdon US Airport Rd Walla Walla,WA 99362 USA Tel:50952SI660 Fax:[phone] E-mail:nelson©nelsonirr aom Web site:wmnelsonirrigation.mm

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Norwo�'-�Dai
�DDRESS� Ch � nquapin ^ NC
J�
PE All,�Y SIZE 1 26�0�` ' -
� 0F OPER�TIO� Nursery
CLASS I
DESIGNED 8Y Bi | ( y Houston
DATE 3/4/91
APPROVED BY
D�TE
pERMANENT STORA8E .
2600 H l Cu Ft per | b . 78000 Cu Ft
TEMPOR�RY STORAGE
78000 | bs of anima ! x l .35 cu. ft. of waste per da° 18954 Cu Ft
per 1.000 | bs of anima | wt . x 180 days
RAI�FALL LESS EVAPORATIO!"hi
7" X 249T5 sq . ft . surface area per 12"per ft 14569 Cu Ft
RAINFALL - 25 YR. 1 DAY STORM
7.5" X 24975 face area per 12" per ft . 15609 Cu Ft
TOTAL GTORAGE NEEDED 127132 Cu Ft
4709 Cu Yds
�
TOTAL GTORA8E AVAILABLE 135990 Cu Ft
5037 Cu Yds
AMOUNT OF FILL DIKE 4830 u
0 C Ft
PAD 37260 Cu Ft
---------
TOTAL 85560 Cu Ft
SETTLE�ENT l0% 8556 Cu Ft
---------
�
TOTAL MOUNT OF FlLL 94116 Cu Ft
3486 Cu Yds
CUT TO FILL RATIO TOTAL EXCA\xTION 11060; Cu Ft
4096 Cu Yds
rm���^�^
�

,
_-_ --_
P�SE 3
NAME: Norwood Daii
OPERATION AND MAINTENANCE
This ( a3oon | s desi8ned for waste treatment with minimum odor
�ontro ! . The time required for the p | anned f | uid level to be
reached may vary due to so } l cnnditions, fIt shinS operations, and
the amount of fresh water added to the system.
Land application of waste water is reco3n ed as an acceptable
method of dispos I3ation by center p |vot , so | | d set or
trave ( er is the preferred and most effic | ent method to dispose of
the eff ! uent from the | a800n. Care shou| d be taken when app | ying
waste to prevent dama3e to the crops and to prevent runoff from
the fie | ds. '
The fo | 1ow � n3 items are to be carried outx '
1 . Be3in pump-ot o Tr' te oon when f | uid \ eve | nvert
of the out | et pipes or at a pre-determ| ned e / evation .
2. Stop pump-out before the | a3oon depth is ! ess than 6 feet
deep or- at a pre-determined depth " (This prevents the | oss of
favorab | e bacteria)
3. The recommended amount to app |y per irrigation is one inch,
and maxjmum recommended app | ication ra te is 0.5 | nch per hour.
is recommended that the treatment | agoon be 'precharg�d to
| ts capacity to prevent excessive odors during beg innin8
sta8es of the operation. PrecharS | n8 reduces the concentration of
the init | a| waste enter } n8 the | agoon thereby reducinS ndors .
So | / ds shou | d be covcred with water at aI | t |mes.
5. Keep vegetation on the embankment and areas around the | a800n
and bu} | din8s mowed .
6. Repair any eroded areas and estab � ish in ve8atat � on .
T. The C| ean Water Act of 1977 prohibits the discharge of
po | | utants | nto waters of the United States" The Department of
Natura| Resources and Community Deve | opment (DNRCD) , Wastewater
Mana3ement 3ectinn, has the respons ( bi ! ity for enfnrc ng this
| aw.
8. AI surface water is to be diverted from the } a800n tu an
adequate and stab | e 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 � and app |y the waste and that
the \ aSoon may have to be pumped 2 or more times a year . This
esiSn has been exp | a ned to me and I agree with a provisions
` stated in the desi3n. I a | so certify that there are no residence
other than mine or my tenants ' within 750 feet of th | s operat � on .
I understand that comp ance with this desi8: DOGS NOT preven�
someone from su\ ng ne because of nuisance or other reasons .
S i gnature ~ Date °x t7�� � �--- -�-~------

Al NUTAL l\l 1 TFtOGE". t N AND i==:-1OIS,1='I`•1O RUS (1::') PI C-1i.,IUCT 10 1\1
"i-1-111\13 CIF WA; T E1. ST01-RED; 1.1.37
BEFiW1F4E ANY rFFLUEENT S APPLIED T C1 THE L.A ID IT S-1-1Ot tLD -'E AN LY-ZIED
T 1 DETERM:11"JE 1"111E E;,'A-`T Nl..#TIR I ENT r:O NTF,I=,IT. Tl-•lE 1\11,C.DA LAa::CJ ATORY
I N R AL.rE I GH PERFORMS I'=•ASTE A,,\1AL`1SE','-:)t! SHOULD C:i-11\1 T At:,r
AC.,130Ni;11�1 C* 'SER ' C L 3 D 1V i.S:I.01\1
NI DA I:LUG. t ti D(-3E ROAD t_E1\1.TT:F'
�.Y
A L. (3 H 1 t=C» t::r f 0.. I.t E.
1r•11r:11=:•'r t/ .J K. • ) •,�,1 r•rt ..1...f�l.rl.,•�
1,,1HEll 1 All PI..rY 11"IG THE EFFl_UEN T '1"i�i C:;�i�:1PLT J'D I T ISH!-DULD BE DIM`
::
0 ::::R CROP SEEMED C1R A 14CIIAI c.::RFII�• I 1=.tT..:I....A ED Ti-i(r�1':lw.iV�,:NT I`RCJS I i::1i
�� i r�_"r�� ...1 t •1"\ .•{ 1 { . t I'7 1�• { :� l �,a t 1 5
SOME l-1;- � ? _ .EI':1=LL Ei'�1 C- �UI._D '�"".E: UIS?.�D F.�.';-i, I RR.> .�A"i �i-11.1 F U��1=OSES
DURING T I...i sY t •rt{ ( 1_!\•1 G _CNE..-PUB30114.
%r. IN.fit IR •Ct l .Tr.i-,i� 'S t u "i_1 l� lei hi}�Ir 1-= � �1w1
1 YIE:I 1� E AF'?•"I_ C:AT N
1156.6 r" a.pa.c i 't Y Fe-e=:lei'. t,►"1 F i 1"t i sh =::1pe{"?]w 1 1.-;n{�
Liar i Avai ! t, Land Required
i8R . tiR� -- n cropland ps ` " te=' to corn ci
0=:0 ED.R3 1. 1:1 f co-aisr[a I bCa1•"Cf1Udagi•"cl.v:s' __c1-=ni-*: it
0„0 6R f z.c .. 1"1•i" coastal Lierm�udaq["tars.-.. ha�,
1'r1 R 0 13.9 a c R 1»i=` -Fe s1.{\ •r.r•r a�e r a z 1r.d
103,8 ple-{'"is i'i"fis of I ar,1:1 Y -,t-ltS 11'ed 1 W aofa 1 I a I e
o .'r=-11.q F a.1r 1*-1.1 kv •u o F e a 1.J a 1'" o 1:1 a 1'a 3; i =..1 n o
L. t-i d R e cl t i r e d
Crk 0:.0 c"a.c . 1»r'{' crop I :'nd p I ante to corri
1r1 0.0 a,"-- u =1f cct-ci.at--.1 be ninuda. ass—.'`Jra.zed
0 0t:0 acR r-rf c:_:tas•t;a1
1} 0R0:) 1- � 1_I? ���-�Ll1� t:1r-rJ�e1;1
ERROR erceiIt c,f I ai"iiJ 1''equi rc,d i ti Ft.v1ai I a I e N
0 s-.-i w F d.{r r_:t w t cr F i i-t ; 'S 1"i r»I I'-'1�e fi r: i 1 t11"i:1
Land ft`va i 1 . La 1`id R2q-11 i rei.
-1 0 0 <ii M tt c1 i'"i_r p 1 a n d p 1 is n't e d u ci c 1={'`s i
t.. l'. a 1» R f is . ci. >t ci.1 :..t:?. ��i t.J d za_.,. a. a-- ,-1 raze
ti `•r1 R C) fii i. :: of c 1';i a s•'t:a I b C:r in u d a g i''a s s-'•r•Iri ti
0 0.0 a c .. 1::•{ T' e c.,r"u a_-rr t-,{•r 1. e d
s`
i .I`'R 0 R C11:e 1''t::C»'�1 C: o fi a.1"i!a r e q 1.�. i i'e�j i s -@.v a i I a b 1 e
t
1-3.ECi I I1•1 a''I.11;i.:.I:C\1Ci THE IIEFFLUEINIT !•11-1 N
THIS" FLU M LE;VE L RE:AC:I•"11wS Elev. 4•'T R(:) U-4 t::1't•i o ni is{u•ti l e t I `i i1 e
DO
+t ! !• 1..•t THE
FLUID'
� i?I 1 1 1?•i i e•
z.31.r1 i�t 1,i'1" I...i�:Ih E•?'•� 1"1✓�'� L�s.,v ��1;!t
11 i i`!A V. E 1 e v R i"'i 't R `�"=1 I .:.,w1:., 1 p e
i i•`t 1 '=I=it i f\ •7 _i'!i -LIED
i' t 1• •".••
..1-HE I—EF'�•"L+�lEEP1i i Si-•10 -Ir/ =L A: ; L 11ED AT• A RA i E "}HAT l I T I-.L 1;11�1 c. U,,--:)i:_ r 1=�'
! i i 1..1 r•� .r i\ !r �'`' ! :ytti a !t i\ T ;i f AREAS _-_ ! 1- '1 1- : i: = e r i e =
I=LIB,_Fi- i.rii•1: _1 �tr..�. =_1�t1.1D�.;�t\ Q.- � t..;4C:• 1...i�i� �:lei :��1 �'� 1=. ,:�-�1_!L i;.=D =IA11E c:z'
R1r :1r:i.1!:y t» `} )`, L :':-'; t_ '' i R E. t R r \,I C. i.S PER HOUR �
:1 ') ;•�� .l.C.::�� i ? .1 f.� RATE T F_ .1. f• ._+ I 1 H_r ,r.. :t iw1 lr,r� .�,1'\,D #I'•i>•_
i•i: "'•.'r..,_« ie i 1 ! i ea:' ,t •�Jr'• ' .- • '.r 1 l•• �:L..r•' r•• 1=1 1 s: •i }.. iYi ',i j i...• i� °C h 'i' ! t t' 7F 4 i = r"t a-' i•
.iP r'i.i! t= i'i!r t•!_=1 i �_.!=x �. •.i" 4 Z_..S L•st i .1 ,_1tr�1 .1.. �t i _ i. �..`�i't.-1"1 = 1'i a.�''.1:t�E. ." l �i?'-i

NAM o Not woo Da i # FACE 5
SEEDING SPEC i r I CAT i ONS
AREA TO BE SEEDED - AC.
APPLY THE FOLLOWING
Z-000 LBS. 8-8-8 FERTILIZER
4 'T.-ONS DOLOMITIC: LIMESTONE
ZOO DALES SMALL GRAIN STRAW
USE THE SEED MIXTURE
INDIC- ?!_D
{ ) 100 LBS. FESCUE GRASS
t )ced b*.OWJ4 'gears 'f z LLS. CATS
100 y LDS. UAH I A GRASS.
8 LE'S. REEFING LOVE GRASS
24 LDS. HULLED BERMUDA GRASS
D'7� SBLo� f'u vie. { ? 40 LB:S. UNHULLED BERMUDA GRASS
rJ' I VERT ALL WATER TC� A STABLE OUTLET
THE NEAREST RESIDENCE IS 1600 FT.
T.F..M. 50.0() ELEVATION
DESCRIPTION Nail set in S" pine approx. 30' East
of Sta. A+50 1+00. N
VERY IMP�_-JRTANT - PLEASE READ CAREFULLY
--------------------------------------
THE LAGOON AND THE AREA AROUND THE HOG HOUSES MUST BE SEEDED WITH
EITHER A TEMPOR►RY OR PERMANENT GRASS, DEFENDING ON THE TIME OF THE
YEAR,, WITHIN THIRTY (30) DAYS FROM THE TIME THE BUILDINGS ARE COM-
PLETED AND READY FOR LISE. (WE RECOMMEND THAT THE 'LAGOON AREA, SIDE
SLOPES, DRAINS AND ETC. . AS WELL AS THE SIDE SLOPES OF THE FAD BE
ITHiFF "EEt ( 7�) A �S AFTER CONSTRUCTION. THE SEEDED W y =LL
NOT DRY OUT AS MUCH IF SEEDED WITHIN THIS TIME wRAME WHICH WILL
RESULT IN A MUCH BETTER STAND OF GRASS". ) SHAPE AREA TO BE SEEDED.
INCORPORATE LIME AND FER T I i I?ER AND PREPARE A 23•" SEEDBED. SECURE
MULE'.H AND F I R:el SEEDED WITH A DISK, G ULT I PACKER, OR SIMILAR EQUIP.

•►i kfi
ci Vd;_l t"t di D ate.. i ; ' i» f r'
Dr"1=r-i1.1 r AREA C-IF .TOP 4- AREA CIi-' B.�O TT f*..Ilyl 4- 4 X AREA �.��F lwl:l'Dl,'-CT I ClN 1
VOLUMIE
6.0 2_
VOLUME
7`7
Vt_LUlYE --
E k 0 27
10.0 1 81 5r 1 mil.1
a.k 0 27
{t
13599C)..C_) L'6J j k y k
f..tru0 .

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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 elevations 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
Lfjt feet and the minimum elevation to pump to is ''� ,Q feet.
The design temporary storage, less 25 year storm, is
cubic feet or.ZDA3 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 f i I 1 ing.

1. Page 1
-^ WASTE UTILIZATION PLAN ---
Producer IVD/,WOJd /lq► I county L')VO 1,,,
Address n+-I Ch 1*A q Valej n Kind of Operation.2900- IV .�►-
Type of Waste Facil ity&m, (
Your animal waste management facility has been designed for a
given storage capaciy . When the waste reaches the designed
level, it must be land applied at a specified rate to prevent
pollution of surface and/or ground water. The plant nutrients
in the animal waste should be used to reduce the amount of
commercial fertilizer required for the crops on the fields
where the waste is to be applied. This waste utilization plan
uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle and annual soil tests
are encouraged so that all plant nutrients can be balanced for
realistic yields of the crop to be grown.
Several factors are important in implementing your waste
utilization plan in order to' maximize the fertilizer value of
the waste and to. ensure that it is applied in an
environmentally safe manner. Always apply waste based on the
needs of the crop to be grown and the nutrient content of the
j waste. Do not apply more nitrogen than the crop can utilize.
Soil types are important as they have different infiltration
rates and leaching potental. Waste shall not be applied to
land eroding at greater than 5 tons per acre per year. Do not
apply waste on saturated soils or on land when the surface is
frozen. Either of these conditions may result in runoff to
surface waters. Wind conditions should also be considered to
avoid drift and downwind odor problems. To maximize the value
of nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or
not more than 30 days prior to planting. Injecting the waste
or disking will conserve nutrients and reduce odor problems.
The acres needed to apply the animal waste is based on typical
nutrient content for this type of facility. Acreage
requirements may be more or less based on the waste analysis
report from your waste management facility.
The design of your waste management facility is based on the
following:
Amount of Waste Produced Per Year:
.2600 animals x 0.+Z*- waste /animal/yr = f opt Z- total waste
produced.
13r l bs

Page 2
Amount of Nitrogen Produced Per Year:
�,.3 Al
�4- 13�6s =3 4 S'ZDD animals x J•S1�lbs N/animal/yr total N
Applying the above amount of waste is a big job. You should
plan time and have appropriate equipment to apply the waste in
a timely manner. Your facility is designed for ?v days of
storage. Therefore, it will need to be pumped every 6
Tots( fio� months.
The following acreage for waste application will be needed
�- 2 based on the crop to be grown and surface application:
Field Soil- Crop Realistic Lbs. H Acres lbs. H month of
Type Yield Per Ac. Utilized Application
T`)9V c r-I 0 1.2.0 I PO 0
ts'p o•60 90
6,4 940
cuw, 150 i,i 6 S!
TOTAL D•/ 3 S
k wLnt of H Apeddmd -24 2 ��•n i 1a
Surplus or 3 b 3
Narrative of Operation `
ou head Nurser., b4e,-r-+10
-M 65 w".4 ct riorpey„t,nv n +ate
Call the Soil and Water Conservation District Office after you
receive waste analysis report to obtain the amount per acre to
apply and 'the irrigation application rate prior to applying
waste.
Prepared by 13 AL 4w.
Name Title Date
Concurred in by
Producer Date
(Copy to producer and copy to case file)

U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
File Code: 210
HAZARD. CLASSIFICATION DATA SHEET FOR DAMS
Landowner County Du oh,
Community or. Group. No.. Conservation Plan No..
Estimated Depth of Water to Top of Dam Ft, Length of Flood- Pool Ft.
Date of Field Hazard Investigation ..2-�,Q-.1
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden . dam failure.
Est. Elev. :Est. Elevation
: Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements : Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft. Ft. Ft.
1
2 .
3 .
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach woala,,/ exfe,,jr o,{r 3ood ' bekw /o&af,n., of
a rot--/on 1
Hazard Classification of Dam (6, b, c) (see NEM-Part 520.21)
Dam Classification (09 II, III, IV, V)
By Date 3 s- 1
n e ti tl e
Concurred By Date
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

INSTRUCTIONS
' - f • e -Soil Conservation Service
All dams built with technical assistance rom th
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 cl assi fi cation.' Where there i s a possibility for 1 os's of life -or
major property damage from a dam failure, an approved breach routing
procedure is to be used. (Consult with the area engineer.) = `
Hazard classifications of dams are made 'by-evaluating 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 wa*shed .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 fora dam,
the area engineer should be consulted before making design commitments.

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U. S. DEPARTMENT OF AGRICULTUI
SOIL CONSERVATION SERVICE
COOPERATING WITH
STATE AGRICULTURAL EXPERIMENT Sl

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Operatorx Nor-wood Dail County: Duplin Date: 05 88
Distance to nearest res1dence (other than owner) : 0.0 feet
1. STEADY GTATE 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, 0 lbs
2600 head (wean to feeder) x 30 lbs. � 78000 lbs
.
TOTAL STEADY GTATE LIVE WEIGHT (S5LW> =: 78000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. 8SLW x Treatment Volume (CF) /lb. 881.._W
Treatment Vo1ume(CF) /lb. SSLW= 1 CF/lb. GSLW '
Volume = 78000 cubic feet
3. GTORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
4. TOTAL DESI811\1 VOLUME
Ineide top length 211 . 0 feet ; Inside top width 123. 5 feet
Top of Mike at elevation 49~2 feet
Freeboard 2. 0 feet ; Side slopes 3. 0 : 1 < Inside lagoon>
Total design Iagoon 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
'
GS/END1 SS/END2 GS/GIDE1 SS/SlDE2 L�]�GTH 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 0F MIDSECTION
��� LENGTH * WIDTH * 4
^ 168. 1 80. 6 54195. 4 (AREA OF MIDSECTION * 4)
CU. FT. = [ARE�� TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
22188.5 54195. 4 6818. 8 1 .7
VOLUME OF LA80101IN AT TOTAL DESJGN LIQUID |-EVEL = 142831 CU, FT.

'
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5. TEMPORARY GTORAGE REQUIRED
DRAINABE
Lagoon (top of
Length * Width =
2l1 . 0 123.5 26058.5 �quare feet
Buildings (roof and lot
Length * W1dth =
0. 0 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 '
Apprcmimate daily production of manure in CF/LB SGLW 0. 00136
Volume = 78000 Lbs. GSLW * CF oft80 day�
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 daVs storage/7. 48 gallons
per CF
Volume 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, � 1nchei�i
Volume = 7. 0 in * DA / 12 inches per foot
Volume = 15200. 8 cub� c fee�

-
`
�D. Volume of 25 year - 24 hour storm
Volume � 7. 5 inohes / 12 inches per foot * DA
Volume = 16286. 6 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19048-3 cubic feet '
5B. O cubic feet
5C. 15201 cubic feet '
5D. 16287 cubic feet
TOTAL 50535 cubio feet
6. SUMMARY
Total required volume 12B535 cubic -feet
Total des1gn volume avail . 142831 cubic feet
req. treatment volume plus sludge 78�00 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, DE8I8NEQ By: AppR[NED By:
DATE: DATE:
NOTE; SEE ATTACHED WASTE UTILIZATION PLAN
. /

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Norwoo�--a � � __ P�8E 2
ADDRESS: C� / nquapin , NC
TYPE AND SIZE 1-2600
r
� F OPER ON ATI Nyrsery
-
CLASS I
DESI8NED BY Bi | | y Houston
DATE 2/15/91
APPROVED DY
DATE e'
pERMANENT STORASE
2600 Ho-a x 30 | bs per ho8 1 Cu Ft per � b . T8000 Cu Ft
TEMPORARY STORAGE
78000 | 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
7" 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 STORA8E NEEDED 127404 Cu Ft
4719 Cu Yds
\ TOTAL ST6RAGE A«AILA| LE 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
�'
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PA8E 3
NAME: Norwood Da � �
OPERATION AND MAINTENANCE
Th \ s | agoon | s desi8ned for waste treatment with min1mum odor
contro / . The time requ| red for the p | anned f1uid | eve > to be
reached may vary due to soi | conditions, f | ushing operations, and
the amount of fresh water added to the system.
Land appIicatinn of waste water is reco8nized as an acceptab | e
'nethod of d / sposa| . Irri3at | on by center p �vot , so � id set or
troxe | er � s the preferred and most efficient method to d \ spose of
the eff | uent from the } a3oon. Care shou | d be �aken when a p nS
waste t'o prevent dama8e to the crops and to prevent runoff from
the fie ! ds.
The fn � \ owi :8 items are to be carr | fit d out: '
1 . Bo8in pump-out of the | a800n when f | uid | eve | reaches invert
of the outiet pipes or at a pre-determined e | evation .
2. Stop pump-out before the / a3oon depth is | ess than 6 feet
deep o' at a pre-determined depth. (This prevents the | oss of
favorab e bacteria)
3. The recommended amount to app |y per | rri8ation is one inch ,
and maximum recommended app | ication rate is 0.�� | nch pe' hour .
� s recommended that the treatment } aSoon b'e prechar8ed to
1/2 its capacity to prevent excessive odors durin3 beS1nn � n8
sta3es of the operation . Prechargin3 reduces the concentration of
the in { tja| waste enterin8 the | a800n thereby reducin8 odors.
8o | ids shou| d ba covored w| th water at a| I times.
5. Keep vegetation on the embankment and areas around the iaSonn
and bui din8s mowed .
6. Repair any eroded are�s and estab | ish in ve8etation.
7. The C| ean Water Act of 197'7 prohibits the dischar8e of
po | | utants into waters of the United Gtates. The Department of
Natura| Resources and Community Devc | opment (DNRCD) , Wastewater
Mana8ement Gection, has the responsibi | ity for enforcin3 this
� aw.
8. A | ! surface wator is to be d |ver1,ed from the | agoon to an
adequate and stab | e out } et. ' `
. ,
CERTIFICATION:
I hereby certify that I understand the operation and ma� ntenance
requ rements stated above . Furthermore , I understand how many
acres are required in order to | and appI the waste and that
the | a3oon may have to be pumped 2 or more times a year . Th | s
es | 8n has been exp } ained to me' and I a3ree with a� } provisions
` stated in the die si3n . I aIso certify that there are no residence
other than mine or my tenants ' within 750 feet of this operation .
I undmrstand that comp | iance wi ±h th � s desi3n DOCS NOT prevent
someone from suing ne becIjfu isance or other reasons .
64
u� »

. .
NAME: Norwood Dai |
APPROXIMATE ANNUA� NITRO6EN (N) AND PHOGPHORUG (P) PRODUCTION
N: 13866 LB P: 3986 LB
TONS OF WASTE STORED: 1137
�
BEFORE ANY EFFLUENT IS APPLIED TO THE LAND IT GHOULD BE ANALYZED
TO DETERMINE THE EXACT NUTRIENT CONTENT. THE NCDA LABORATORY
IN RA L EI GH PERFORMG WASTE ANALYGE8. YOU SHOULD CONTACT
AGRONOMIC SERVICE8 DIVISION
NCDA, BLUE RID6E ROAD CENTER
R�LEIGH N.C. 27611
PHONE: [phone]
WHEN APPLYlNG THE EFFLUENT TO CUROPLAND IT SHOULD BE DISK AND A
COVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION.
SOME OF THE EFFLUENT COULD BE USED FOR IRRIQATION PURPO8ES
DURING THF GROWING SEAGON.
LAND REQUIREMENTS FOR WASTE APPLICATION
578 capac \ ty Feeder to Finish operat | on:
Land Avai / . Land Required
15.0 8.T ac . of crop | and pIan'to ed to corn
0.0 4.2 ac . of coastal bermuda8rass--cont. grazed
0.0 3.4 ac . of coastal bermudagr�ss--hay
0.0 6.9 ac . of fescue--8razed
1T3.0 percent of | and required � s ava\ [ ab [ e .
0 sow Farrow tn Feeder operation:
Land Avai | . Land Required
0 0.0 ac . of crnp | and p | anted to corn
0 0.0 ac . of coasta| 1---ermudagrass--8razed
0 0.0 ac . of coastal bermuda3rass--hay
0 0.0 ac . nf fescue—grazed
ERROR percent of | and required is ava| | ab | e
N
0 sow Farrow tn F| nish operation:
Land Avaii . Land Required
0 0.0 ac . of cropiand p | anted to corn
0 0.0 ac . of cnasta| bermuda3rass-....8razed
0 0.0 ac . of coastal bermudagrass--hay
0 ' 0.0 ac . of fescue--8razed '
ERROR percent of iand required is. ava| | abIe
BEQIN PLMPING THE B�FLUENT WHEN
THE FLUID LEVEL REACHES
E| ev. 4T.0 Bottom Outlet P � pe
------------------------------
DO NOT LOWER THE FLUID ANY
LO�ER THAN E| ev. 44.0 3 Ft. Be1ow P | pe
fl ,11,1�3ALLO!t,JS AVALIABLE FOR LANDTION 370530 8a| ions
TH NT E EFFLUE GHOULD BE AF`PLIED AT A RATE THAT WILL NOT CAUGE ANY
RUNOFF ONTO SURROUNDIN8 AREAG OR LEACHING INTO THE GROUND WATER
RECOMMENDED APPPLICATION RATE I( INCHEG PER HOUR AND THE
MAXIMUM RECD��ENDED APPLICATION AMOUNT %S 1 INCH PER IRRGATION

^ '
. '
NAME: Norwood Da | PA8E 5
SEEDING SPECIFICATION8
rlARE-A TO BE SEEDED 2 AC.
APPLY THE FOLLOWING
2000 LBS., 8-8-8 FERTILIZER
4 TON8 DOLOMITlC LIMESTONE
200 BALES SMALL GRAIN STRAW
U8E THE SEED MIXTURE
INDICATED .
( ) 100 LBS. FESCUE GRASS
( ) TO LB8. OATS
( ) 100 LBS. BAHIA 8RA8S '
WEEPING LOVE GRASS
24 L8G. HULLED BERMUDA GRASG
� ) 40 LBG. UNHULLED BERMUDA GRASS
rDj'VEj'-'ZT ALL WATER TO A STABLE OUTLET
THE NIZAREGT RESIDENCE IS 1600 FT.
T.B.M. 50.00 ELEVATION
DESCRIPTION Nai | in 6 Oak approx. 50 ' West of Sta. E 1+00
�
VERY IMPORTANT - PLEASE READ CAREFULLY
--------------------------------------
THE LAGOON AND THE AREA AROUND THE HOC-3 HOUSES MU8T BE SEEDED WITH
EITHER A TEMPORARY OR PERMANENT GRASS, DEPENDING ON THE TIME OF THE
YEAR, WITHIN THIRTY (30) DAYS FROM THE TIME THE BUILDINGG ARE COM-
PLETED AND Rf-ADY FOR U8E. (WE RECOMMEND THAT THE LAGOON AREA, 8IDE
SLOPES DRAINS AND ETC. . AS WELL AS THE SIDE '.LOPES OF THE P/\D BE
SEEDED WITHIN FIFTEEN ( l50 DAYG AFTER CONSTRUCT ION. THE GOIL WILL
NOT DRY OUT AS MUCH IF SEEDED WITHIN THIS TIME FRAME H WILL
RESULT IN A MUCH BETTER STAND OF GRASS. )
. .

r
1A M E ss V4==r w_=_ D z).i I ---- — P A GI E r_
DEPTH 1=AREA OF + AREA OF E .-J-171'C"IM 4 :: Al iEA OF 111 11I)SEC=i ION I
VOLUME. ._________
.0 27
6
.1.0u•E«r 1;«�,�, f\ .1.. �»� `�'� 48 %1 1..��8 ..�.. 4 !\ 7, - X.
\ .1.t�8-,
6„0 27'
VOLUME — ---------- ..«______ —
's 3 4.040.0 CU. r-T_,
2?.0
VOLUME _ 4964.-4 is U.f'D1-3.
r/.13IDE SLOPES 36NI

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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 N off wood County t;A
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of .Dam Ft; length of Flood Pool Ft.
Date of Field Hazard Investigation
Evaluation by :reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
_ Est. Elev. :Est.. Elevation
• Kind of :Improvements: - of Breach
Reach: Length: Width: Slope: Land Use : Improvements Above :Floodwater Above
. : 'Flood Plain: .Flood Plain
• Ft. Ft. Ft. Ft.
2 ;
•
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach N6A& Doo below la�af;o�
c
o T o er A 4-;oA-
Hazard Classification of Dam (a b, c) (see NEM-Part 520.21)
Dam Classification {I� II, III, IV, V)
By �v � D� Date �-1F -91
n fne tit e
Concurred B 19-C�7VW &�L Datecl-12'/I1
Y
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 l os's of 1 ife or
major property damage from a dam failure, an approved breach routing
procedure is to be used. (Consult with the area engineer.)
Hazard classifications of dams are made by-evaluating 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 wi11 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.

Page 1
WASTE UTILIZATION PLAN
Producer &rwoo) (?a; County Dv�l i 4
Address R+- 1 GhiA!Z„QQI'„ Kind of Operation , .Aoo -A vrser�
Type of Waste Facil ity,4A,;4o/ Wkih 0.%
Your animal waste management facility has been designed for a
given storage capaciy . When the waste reaches the designed
level, it must be land applied at a specified rate to prevent
pollution of surface and/or ground water. The plant nutrients
in the animal waste should be used to reduce the amount of
commercial fertilizer required for the crops on the fields
where the waste is to be applied. This waste utilization plan
uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle and annual soil tests
are encouraged so that all plant nutrients can be balanced for
realistic yields of the crop to be grown.
Several factors are important in implementing your waste
utilization plan in order to maximize the fertilizer value of
the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the
j needs of the crop to be grown and the nutrient content of the
waste. Do not apply more nitrogen than the crop can utilize.
Soil types are important as they have different infiltration
rates and leaching potental. Waste shall not be applied to
land eroding at greater than 5 tons per acre per year. Do not
apply waste on saturated soils or on land when the surface is
frozen. Either of these conditions may result in runoff to
surface waters. Wind conditions should also be considered to
avoid drift and downwind odor problems. To maximize the value
of nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or
not more than 30 days prior to planting. Injecting the waste
or disking will conserve nutrients and reduce odor problems.
The acres needed to apply the animal waste is based on typical
nutrient content for this type of facility. Acreage
` requirements may be more or less based on the waste analysis
report from your waste management facility.
The design of your waste management facility is based on the
following:
Amount of Waste Produced Per Year:
2�oa animals x 0.4 waste /animal/yr = /D 92 total waste
produced.
).q fo�S O. 2.1,}..,
13 TIM i s

Page 2
Amount of Nitrogen ergdMZV4 Per Year:
��• ��n� Od animals x .D�Abs N/animal/yr total N I
Applying the above amount of waste is a big job. You should
plan time and have appropriate equipment to apply the waste in
a timely manner. Your facility is designed for days of
storage. Therefore, it will need to be pumped every
months.
The following acreage for waste application will be needed
based on the crop to be grown and surface application:
Field soil Crop Realistic Lbs. m Acres lbs. W Month of
Type Yield Per Ac. Utilized Application
TOTAL .2.2Sv
Amount of M-Ps od=
surplus
Narrative of Operation 1
Du head, rj&V O,Qem+;O►^ ,
Call the Soil and Water Conservation District Office after you
receive waste analysis report to obtain the amount per acre to
apply and 'the irrigation application rate prior to applying
waste.
Prepared by r1A, /K/. 0c.'r- .--
Name Title Date
Concurred in by
Producer- Date '
(Copy to producer and copy to.case file)

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ti UNITED STATES SOIL POST OFFICE LOX Z r (
DEPARTMENT OF C:ONSERVAT l:l.N KENANSV I L.LE� NC Z }LI'`I`��
AGRICULTURE SERVICE TELEPHONE: 919--7--*1'r.•-1`'�=`=`
i1"r
December 18, 1990
Mr. Jeff Richter
Depar-tI•rlent of the Army
W i I m i n Eton Dr iystr i s t„ Corps of Erlg i t"leer"i�l �:
i b t.-I 4 �•i"i i t 1 I�t'JJ S"}
W i I m I rt g t r-i n g NC
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Ope�ator�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 (finish-ing only> x 135 lbs. = 0 lbs
0 sows <farrow to wean) x 433 lbs. =' 0 lbs
2600 head (wean to feeder) 78000 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 78000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 7 800 0 lbs. SSLW x Treatment Volume (CF) /lb. GSLW
Treatment Volume(CF) /lb. S8LW= 1 C7 /lb. GGLW
Volume = 78000 cubic feet
3. GTORAGE VOLUME FOR GLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
4. TOTAL DESIGN VOLUME
Inside top length 184.5 feet ; Ins id e top w1dth 146. 0 feet
Top of dike at elevation 48. 9 feet
Freebo a d 2. 0 feet ; Side s1opes 2.5 : 1 ( %nsiiCIe lagoon)
Total degign lagoon liqu1d level at elevation 46. 9 feet
Bottom of lagoon elevation 36. 4 feet
Seasonal high water table elevation 0. 0 feet
�
Total design volume ueing prismo1dal formula
S8yEND1 SS/END2 GS/SIDE1 SS/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 �3732.0 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WJDTH �
122. 0 83. 5 10187. 0 <AREA OF BOTTOM>
AREA OF MIDSECTION
LFNGTH * WIDTH * 4
\ 148. 3 109. 8 65081 .8 <AREA OF MJDSECTJON * 4)
CU. FT. = [AIR GA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
23732. 0 65081.8 10187. 0 1. 8
VOLUME OF LAGOON AT TOTAL DEgIGN LIQUID LEVEL = 173251 CU. FT.

, .
/
5. TEMPORARY STORAGE REQUIRED
^ DRAI1k-,1A8E AREA:
Lagoon (t(-jp of dike)
Length * Width =
184. 5 146. 0 26937.0 quare feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0. 0 square feet
TOTAL DA 26937.0 squZIre feet '
Design temporary storage period to be 180 days.
5A lme. Vou of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00236
Volume = 78000 Lbs SSLW * CF of Waste/Lb. /Day * 1�0 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 sa em y e
yst . Flush sstms that recirculate
the lagoon water, are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days 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 amoun".
118,0 days excess rainfall = 7. O inchins
'
Vo1ume = 7. 0 in * DA / 12 inches per foot
Volume = 15713. 3 cubic feet

~ °
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7
5D. Volume of 25 year - 24 hour st.orm
Volume � 7. 5 inches / 12 1nches per foot * DA
Volume = 16835.6 cubic feet
TOTAL REQUIRED TEMPORARY GTORAGE
5A. 19048 cubic feet '
5B. 0 cub1c feet
5C. 15713 cubic feet '
5D. 16836 cubic feet
TOTAL 51597 cubic feet
6. SUMMARY
Total requjred vo1ume 129597 cub1c feet
�
\ \
Total design volume avail . ` `173251 cubic feet
Mi�, req. treatment volume plus sludge accumulation 78000 cub|c feet
At elev. A. feet ; Volume is 159290 cubic feet (end 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: 8EE ATTACHED WAGTE UTILIZATION PLAN

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.

1
Sincerely:
Neal Tucker, P.E.
Project Engineer
JNT
Enclosures
cc: File
Norwood Dail (complete package)
Roger Wells, Murphy Farms construction Dept. (site plan only)
i

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51

•
` f
UNITED STATES SOIL
DEPARTMENT OF CONSERVATION
AGRICULTURE SERVICE
--------------------------------------------------------------
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
NAM __� '1__ _ LOCATION-0- u. �___
E__�sz�n �-y -- -
------------------------ ------------------
TELEPHONE---- --�- `s-^ 'o SIZE OPERATION--I~-2/-0°----
Z•4 74 e-r
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY
PRODUCER
IS SITE WITHIN 100-YEAR FLOOD PLAIN. YES--- NO----
If yes, SCS cannot provide assistance.
IS SITE AT LEAST 100 FT. FROM A "BLUE' LINE" - ----
PERENNIAL STREAM? YES NO
If no, site midst be reloca�ed.
IS SITE WITHIN 1 MILE ZONING -JURISDICTION
OF A MUNICIPALITY? YES----- NO -
If yes, landowner should consult with local zoning board
about required permits. Permits must be obtained prior
to design approval.
Are utilities in construction area? YES----- NO
If yes, see Part 503 of the National Engineering Manual
and follow policy.
(Copies of maps or other reference materials may be
attached to site evaluation. )
Page 1
T- r,� u>blab Accvmu` An"�-
o
Abh

. �.
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY
NON-CROPLAND? YES------ NO--- op
-
If yes, producer must complete a Form AD-1026. .A
WILL ACTION RESULT IN SWAMPBUSTING? YES---- NO----
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE
PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS AND THE
- DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF
ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE
ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCSI
US ARMY CORP OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL
MANAGEMENT.
(A copy of AD-1026 and CPA-026 should be attached to
site evaluation. )
OTHER ENVIRONMENTAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT
PRESENT? YES----- NO- --
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE
PLANNING AREA OR WILL PLANNED ACTIONS IMPACT ON AN
ADJACENT NATURAL SCENIC AREA? YES---- NO----
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE
PLANNED AREA? YES---- NO----
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPORTANT
FARMLANDS IN THE OPERATING UNIT? YES---- NO-k
WILL THE ACTION RESULT IN SODBUSTING? YES---- NO----
If yes to any o:V these questions, refer to form NC-CPA-16
for policy sourbes. The formdoes not need to. be
completed.
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER. . . . . . . . ../
. .PREDOMINANT -WIND DIRECTION? AYES---- NO----
. . . . . . . .POSSIBLE EXPANSION OF TREATMENT
VOLUME FROM 1 CU. FT. UPWARDS TO
3 CU. FT. /LB. OF ANIMAL? YES---- NO----
. . . . . . . .PRECHARGING LAGOON WITH FRESH
WATER TO AT .LEAST 1/2 OF THE
CAPACITY? 11 YES---- NO----
. . . . . . . .USING GOOD SOUND JUDGMENT IN
LAND APPLICATION OF WASTE? YES---- NO----
Page 2

WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND
APPLY WASTE? YES---- NO----
IF NO, DOES PRODUCER HAVE ACCESS TO
MORE LAND? YES---- NO----
IF LAND IS NOT OWNED BY PRODUCER,
CAN PRODUCER GET AGREEMENT ON LAND
ON WHICH TO APPLY WASTE? YES---- NO----
(Attach Waste Utilization Plan to site evaluation.)
SOIL INVESTIGATION -- VALID ONLY IF SOIL INVESTIGATION
SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON? YES--- NO -
IS A CLAY LINER REQUIRED? YES------ NO-
IF YES, IS CLAY AVAILABLE ONSITE? YES------ NO
QUESTIONABLE----- -
IS A CORE TRENCH REQUIRED? YES------ NO------
(Attachsoil investigation sheet to site evaluation. )
SITE APPROVED YES----- NO------ CONDITIONAL-- -----
, /�one
COMMENTS
--------------------------
/----------------------------------------------------
i
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND
CONSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIME
PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRUCTION MAY
REQUIRE THAT SITE EVZLTIO!dNE I ALID D..
SIGNATURE- DATE—3�9---�
Page 3

qp
WATERSHED AREA MEASUREMENn'
CROPLAND-ACRES PASTURE-ACRES-
WOODL�D-ACRES TOTAL ACRES, il
SKETCH OF PROPOSEWPOVD SHOWING WHERE 13ORINGS MAJ)E (Appror-scale 11,
MMEN 0 M C E----0---N
MIN
=NONE NNENNOMENNNEMENE
N EIRRMNEOMMEMEMEN
0 ENO MENNESIONEENNEOMMM
ONE
BORING NUMBER AND PROFILE
HdAe and list dam-sitt and jottlued&#bodnes first-thm pondtd area and borrow pt(borfnvj*-jmdrott with tw1weal rvd Unt.
oContinacd Eai Show
Qimimimim+mimim�mio►mio�o
WERMININ aim El
1,011NIMUMI ! IN Im I Elm EMIN1101100111MINININI
ME
01MININS.-MINnMimi EM101010.0 INVE,

• TYPES 0`' '%ATERIAL ENCOUNTERED IN BORINGF }
%bse one of systems below)
UNIFIED•CLASSIFICATION • USDA CLASSIFICATION
GW-Well graded gravels; gravel, sand mix g-gravel
GP-Poorly graded gravels s-sand • ". :_
GM-Silt gravels; ravel-sand-silt mix ' ' • '
Y g � g vfs-very fine sand •. .
GC-Clayey gravels, gravel-sand-clay mix si-sandy loam _
SW`-Well graded sands; sand-gravel mix fsl=fine sandy.loan
SP-Poorly graded sands' 1,loam•
Shi-Silty•sand g1-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-silty clay Ioain = _
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
L. Suitable material for embankment is available QYee (Z]No •(Indicate where Located on the sketch an '
rwm7u side)
REMARKS: (J I I� r'►�t� �'4 �� tom,.,,• .SC- t.t. �tYP:a 1 •��0� o'��`
met ter.'o.( w�tl. �a v e• fa 4
•Ly/ SGS Pr.�•+1� �o. e� faSocr%., !•'.+r Ad 0-s—
I��`.4 4 h. 1 �'t`s �o K�+r,11� F•o/ cv:pf ti J e�,� o f'v
2. Explain hazards requiring special attention in design (Seepooe,sprtap,.nxk ere.)
GENERAL REMARKS:
N
24 125 26 27 28129 30 311321133 34 35 36 37 138139 40 41 42 1431144 45 1441147 1.48 149 1150 51
• I
I I
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• ' LJTs
I
.I ` I I

,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 a 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
Tntai npci anpA vniiimP Avai i ahlo 1107AR rTT 1:T

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
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 slopes_________________________________> 3 . 0 : 1
. Inside top length====-----------------------> 190. 0 feet
----------------------
Inside top width==========================a=> 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========a > 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 elevations=====_____> 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: , � -� APPROVED BY:
DATE: S' �3/g DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

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

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

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

Site Volume Table: Adjusted
Cut n 1. 0 Fill = 1 . 1 Net
yards yards yards Method
aass�aaos=mcaaaavcc=a:a=====aaa==c==:=aaa===aaaa=aacs==acc=saaaac=====----
Site: dail
Stratum: clay clay lag
0. 00 1477 . 95 1477 . 95 (F) Grid
Stratum: fg3 eg fg3
4710. 68 4141. 97 568. 71 (C) Grid

'04 coxm4*4 • • '
WATERSHED AREA MEASUREMENTS
• ' /
WOODLAND—ACRES-4CRES PASTURE—ACRES
f 'f f • ' • •
OF • '• / '• • SHOWING WHERE • ' / •'
no—no"
Locale refermet poln(.-m center line of dam and Identify on skeldi.
■ OMENS 0 ONNEEMINNOMENNEM
NEENNNE,
ON NeOMMININEENEMENi■
MONNEIMEN ONNNIONNIMUNNEM■■
■ alp
ONE
�Mlmms ONION
■ice ..� ■�®!���9'"" !�■ ���®ee■■
■
E■■■■
■
■■■■■■
®!�■■fit® ■■■■e■�■e®■■■
■■■■■■■■■■■■N
MEMO No N��
son-_MENEM
BORING NUMBER■■■■■
PROFILE
Nakeand list dam-slic and svilluicu borinas firs(.then ponded area and borrow pl(borings-SeParate with vertical red line.
(Continued on back whcrv'nec"s4rv) Show water.table elevations on dam-.site borings.
013010100
'� �1�1�1���71�1�■I�I�l�lil�l�i�l�l��l�!�I�I■
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BORLNGS MADE

a
UNITED STATES SOIL
DEPARTMENT OF CONSERVATION
AGRICULTURE SERVICE
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
.
NAME---�st'�a ay
,&...� ------------------
. -------
TELEPHONE---- - SIZE OPERATION-
Z.j 74 C.
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY
PRODUCER LW--FT. _
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES NO
If yes, sCS cannot provide assistance.
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE"
ES^ NO
• PERENNIAL STREAM.) Y
If no, site must be reloca�ed.
IS SITE WITHIN 1 MILE ZONING -JURISDICTION YES----- NO_V_1_
OF A MUNICIPALITY?
If yes, 'landowner should consult with local zoning board
about required permits. Permits must be obtained prior
to design approval. �
Are utilities in construction area? YES----- NO-
If yes, see Part 503 of the National Engineering Manual
and follow policy.
(Copies of maps or other reference materials may be
attached to site evaluation. )
Page 1

,1
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NO----
NON-CROPLAND? YES--
If yes, producer must complete a�Form AYES026_ NO-----
WILL ACTION RESULT IN SWAMPBUSTING.
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE
PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS
RSINE IF
THE
DIVISION OF ENVIRONMENTAL MANAGEMENT TO O WETLANDS SHOULD BE
ADDITIONAL PERMITS ARE REQUIRED
ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM
US ARMY CORP OF ENGINEERS AND NC DIVISION OF MENTAL
MANAGEMENT.
(A copy of AD-1026 and CPA-026 should be attached to
site evaluation. )
OTHER ENVIRONMENTAL FACTORS
.IS ENDANGERED AND/OR THREATENED SPECIES HABITAT- NO-
PRESENT?
le-Z-
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED ON ED IN THE
PLANNING AREA OR WILL PLANNED ACTIONS. YES---- NO----
. ADJACENT NATURAL SCENIC AREA.
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE
PLANNED AREA? YES---- No----
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPORTANT -�
THE OPERATING UNIT? YES- NO
FARMLANDS IN ,
WILL THE ACTION RESULT IN SODBUSTING? YES---- NO-----
if yes to any of/ these quest i ohs, refer to ed torm NC-CPA-16
for policy sources. The formll`does not ne
completed.
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER_�_• • • •_•�
. . , . . .PREDOMINANT WIND DIRECTION? YES- NO ---
, , . . . . . . POSSIBLE EXPANSION OF TREATMENT
VOLUME FROM 1 CU. FT. UPWARDS TO
3 CU. FT. /LB. OF ANIMAL? YES---- NO----
• . . . . . . .PRECHARGING LAGOON WITH FRESH
WATER TO AT LEAST 1/2 OF THE �
CAPACITY? YES---- -
NO -
. . . . . . . .USING GOOD SOUND JUDGMENT IN LAND APPLICATION OF WASTE? YES- NO----
Page 2

WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND DOES
APPLY WASTE? YES NO
IF NO, DOES PRODUCER HAVE ACCESS TO
MORE LAND? YES---- NO----
IF LAND IS NOT OWNED BY PRODUCER,
CAN PRODUCER GET AGREEMENT ON LAND
ON WHICH TO APPLY WASTE? YES---- NO
(Attach Waste Utilization Plan to site evaluation. )
SOIL INVESTIGATION -- VALID ONLY IF SOIL INVESTIGATION
SHEET ATTACHED __
IS SOIL SUITABLE FOR LAGOON? YES---- NO-- -
CLAY LINER REQUIRED? YES-- --- NO-
IS A ______
IF YES, IS CLAY AVAILABLE ONSITE? QES UESTIONABLE----- -
Q ✓ •
IS A CORE TRENCH REQUIRED? YES------ NO------
(Attach soil• investigation sheet to site evaluation. )
SITE APPROVED YES----- NO------ CONDITIONAL-- -----
•
COMMENTS `
___
__ --------------____I-}--------------------------
THIS-SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND
CONSTRUCTION OF LAGOON CONTINUES IN RE
ASONABLE PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRUCTION MAY
REQUIRE THAT SITE EV TION E I ALID D.
\
SIGNATURE- - - ---
Page 3

7 Department of Agriculture
WASTE UTILIZATION PLAN
FOR
Norwood Dail
407 Maready Road
Chinquapin NC 28521
March 28, 1994
Your animal waste utilization plan has been specifically
developed for your 7800 WEAN TO FEEDER SWINE operation.
The plan is based on the soil types, crops to be grown, and
method of application for your particular operation. The waste
must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the
animal waste should be used to reduce the amount of commercial
fertilizer required for the crops in the fields where the waste
is to be applied. This waste utilization plan uses nitrogen as
the limiting nutrient. Waste should be analyzed before each
application and annual soil tests are encouraged so that all
plant nutrients and lime can be balanced for realistic yield
of the crops to be grown.
Several factors are important in implementing your waste
utilization plan in order to maximize the fertilizer value
of the waste and to ensure that it is applied in an environ-
mentally safe manner. Always apply waste based on the needs
of the crop to be grown and the nutrient content of the waste.
The amount of available nitrogen for plant use is dependant on
the method of�application. Soil type is important due to
different leaching potential and yield potential. Waste shall
not be applied to land eroding at greater than 5 tons per acre
per year. Do not apply waste on saturated soils or on land
when the surface is frozen. Either of these conditions may
result in runoff to surface waters. Wind conditions should
also be considered to avoid drift and downwind odor problems.
To maximize the value of the nutrients for crop production and
reduce the potential for pollution, waste should be applied to
a growing crop or not more than 30 days prior to planting.
Soil incorporation of the waste will conserve nutrients and
reduce odor problems .
The acres needed to apply the animal waste are based on
typical nutrient content for this type of facility. Annual
acreage requirements may be more or less depending on the
specific waste analysis report for your facility at the time
of irrigation.

Your waste utilization plan is based on the following:
TABLE A. AMOUNT OF WASTE PRODUCED PER YEAR
-------------------------------------------------------------------------
NUMBER OF TONS WASTE PER TONS WASTE
ANIMALS TYPE OF ANIMALS 1000 ANIMALS PER YEAR
7800 WEAN TO FEEDER 1 400 3120
-------------------------------------------------------------------------
TABLE B. SUMMARY OF CROPS BY FIELD
----------------------------------------------------------------------------
TRACT FIELD SOIL ACRES CROP CROPCODE
--------- ------- ---- -- ------- ------------------------------- --------
7765 2 AuB 10 . 8 HYBRID BERMUDAGRASS HAY BH
7765 2a FoA 4 .6 TALL FESCUE PASTURE FE
7725 1 NoB 6 .96 TALL FESCUE PASTURE FE
6830 A AuB 30 .3 HYBRID BERMUDAGRASS HAY BH
6830 1 AuB 5 .08 HYBRID BERMUDAGRASS HAY BH
------------------------------------------------------------------------
ABLE C. SUMMARY OF CROPS, YIELD, AND NUTRIENT REQUIREMENTS BY SOIL TYPE
-------------------------------------------------------------------------------
CROP SOIL YIELD UNITS TOTAL N *TOTAL P *TOTAL K
---------------------------- ---- ----- ----- -------- ---------- -----
HYBRID BERMUDAGRASS HAY AuB 5 .5 TONS 275 0 140 - 160
TALL FESCUE PASTURE FoA 4 . 0 TONS 200 10 - 30 20 - 40
TALL FESCUE PASTURE NoB 3 .5 TONS 175 10 - 30 20 - 40
------------------------------------------------------------------
* Total phosphate and potash amounts should be confirmed with a soil test.
TABLE D. WASTE MANAGEMENT BY FIELD
-----------------------------------------------------
CROP WASTE APPL TYPE WASTE N COMM N MONTHS TO APPLY
TRACT FIELD CODE METHOD OASTE LB/AC LB/AC ANIMAL WASTE '
------- ----- ----- ---------- ------- -------- ------- ---------------
7765 2 BH IRRIGATE SWINE 275 APRIL TO OCT
7765 2a FE IRRIGATE- SWINE 200 SEPT-NOV & FEB-APR
7725 1 FE IRRIGATE SWINE 175 SEPT-NOV & FEB-APR
6830 1 BH IRRIGATE SWINE 275 APRIL TO OCT
6830 1 BH IRRIGATE SWINE 275 APRIL TO OCT
--------------------------------------------------------------------------

The acres, crops, and -._ plication method shown in .ie preceding tables will
accommodate approximately 30911. animals of the type shown in Table A.
If more commercial fertilizer is used than is shown in Table D, then
ditional acres of land will be needed. A 10 - 25 feet wide permanent
rass filter strip should be seeded along all ditches in fields that
receive animal waste.
The acres shown in Table B are the usable acres in the field shown. Usable
acres are the acres that must be able to receive animal waste. Buffer areas
along ditches, houses, property lines, etc. have been subtracted from the
total field acreages to arrive at the usable acres . The total acres shown
on the attached map is needed for land application in order to have the
proper buffer areas. A combination of land application equipment or
irrigation equipment may be needed in order to properly land apply waste to
all parts of the fields listed. It is the responsibility of the producer to
acquire whatever equipment .is needed to properly land apply the waste.
ADDITIONAL COMMENTS otth�. S 3
-L�
•
repared by: Title •
? 9
Concurred in by: Date _ -
Prod cer

h rebY9 i ve you,
Landowner
Ivor wood Da J permission to apply the effluent
from our hog operation on 3,S acres of m land. This permission
Y 9 P L Y •
is granted for.the life of the proposed hog operation.
t is to be applied in a manner that will not cause an
The effluent pp Y
problems: For example - apply the effluent with irrigation equipment, disk
in and seed a cover crop, plant row crops, inject into the soil , and etc. E �
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 j
Date
E
a

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r
MURPHY
FAMILY FARMS
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]

i
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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• A
LAGOON SITE SOILS INVESTIGATION
PROJECT: t ,/ COUNTY:Yoh coo� �,�,� CO PN pub
FIELD INVESTIGATION BY: DATE:
SITE SKETCH
i
y ---t Lj
1 I � I , 1 •.' i 1
-- � _._: _— -.�._-__-- - _•�' •-- -ova •�-------1- -•--- ••-•— � ----- -- ' -------•--.. .____
i
I ,
BORING
DEPTH WT BORING NUMBER AND PROFILE
SCALE -Z
3 Co�� r Ago
CREA »q a•y S>9i�+�
1. S� &,,U,7 E w/d`/w-,r —
' LAY lot+t 6) i
cFra..Y #-wife a ofPA%6
iL
BORING/SAMPLING METHOD: �., ��'�Isi, SIGNATURE:

perator:NORWOOD DAIL County: DUPLIN Date: 11/03/95
ir�
oce 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
Total Average Live WeiQht = 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 DE-SIGNED VOLUME
Inside top length (feet) --------------------- 190. 0
C Inside top width (feet) ---------------------- 115. 0
` Top of dike ' mlevat1on (feet> ----~------------ 91.5
Bottom of lagoon elevation (feet) ------------ 79. 5
Freeboard (feet) -------~--------------------- 1. 0
Side slopes (inside lagoon) ------------------ 3. 0 x 1
Total design volume using prismoidal formula
SG/END1 GS/END2 GG/SIDE1 SG/SIDE2 LENGTH WIDTH DEPTH
3. 0 3. 0 3. 0 3" 0 184. 0 109. 0 11. 0
AREA OF TOP
LENGTM * WIDTH =
184. 0 109. 0 20056 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
118. 0 43" 0 5074 (AREA OF BOTTOM)
AREA OF MIDGECTION
LENGTH * WIDTH * 4
151. 0 76. 0 45904 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDGECTION) + AREA BOTTOM] * DE PIT M 6
20056. 0 45904. 0 5074. 0 1.8
\
Total Designed Volume Available = 130229 CU. FT.

. TEMPORARY STORAGE REQUIRED
`
DRAINAGE AREA:
LaQoon (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 DO 21850. 0 square feet
Design temporary storage period to be 180 days.
A. Volume of w \ te produced
Feces & urine production in gal. /clay per 135 lb. ALW 1. 37
Volume = 78000 lbs. ALW/135 lbs. ALW * 1.37 Qal/day 180 days
Volume = 142480 gals. or 19048. 1 cubic feet
B. Volume of wash water
� This i� 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 accouoted for in 5A.
Volume = 0. 0 gallons/day * 180 days storage/7. 48 gallons
per CF
Volume = 0. 0 cubic feet
�. Volumw of rminfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall 0 inches
Volume = 7" 0 in * DO / 12 inches per foot
Volume = 12*745" 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 per1od====================> 180 days
Rainfall in excess of 7. 0 inches
25 year - 24 hour rainfall==================) 7. 5 inches
Freeboard===================================> 1. 0 feet
Side 3. 0 : 1
Inside top lenQth===========================> 190. 0 feet
Inside top width============================> 115. 0 feet
Top of dike elevation=======================> 91. 5 feet
Bottom of lagoon elevatimn==================> 79. 5 feet
�
` Total required volume=======================> 123450 cu. ft. *
Actual design vmlume= > 130229 cu. ft. *
Seasonal high watertable elevation (GHWT) ===> 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 85. 5 feet
Required minimum treatment volume===========) 78000 cu. ft.
Volume at stop pumping mlevation============) 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 pumpinQ 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 BYo #L
DATE: DATE:: 0~3~916
NOTE: GEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
��

nnu, / �nnn�c r1-wn
. . ....................................
---------------------
,
`
This laQoon is designed for waste treatment �permanent storage) and
180 days of temporary storage. The time required for the planned
fluid Ievel (permanent and temporary storage) to be reached may vary
to site conditions, weather, flushing operationsv and the amount
r1JUe of fresh water added to the system.
The designed temporary storage consists of 180 days storage foro
(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 Qenerated from a given number of animals will be
fairly constant throuQhout 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 beQin
pumping and this is usually the outlet invert of pipe (s) from
buildinQ (s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to` 1ndicate when pumping should begin. An elevation must be established .
to stop pumping to maintain Iagoon 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 travelinQ Qun irriQation. 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-
charQed 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 buildinQS with recycled 1agoon 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 maximu' amount to apply per irriQa ' " on is
one (1) inch and the recomi hded maximum application Y . �e 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 viQorous stand"
6" Repair any eroded are.js or areas damaged by rodents and
establish in veQetation.
7. All surface runmff is to be diverted from the lagoon to stable
outlets.
8" Keep a minimum of 25 feet of 0rass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches" Do not pump within 200 fee-t; of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and pubIic r1ght....of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
, pollutants into waters of the United 8tates,, The Department of ^
lEnvironment, Health, and Natural Resources, Division of Environ-
mental Management., has the responsibility for enforcinQ this law.
. �

^
~ GPECIFICATIOHG FOR CO' TRUCTION OF WASTE TREAT GOONG
---------------------- -----------------------------------
FOUNDATION PREPARATIONx
-----------------------
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 yet a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
---------------------------~-------
The completed excavation and earthfill shall conform to the lines.,
grades, and elevations shown on the plans. Earth-fill 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 brmuQht 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 coveraQe 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 REQUIR�MENTG FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIG 8PECIFICAT%ON. The embankment of the lagoon shall be
installed using the more impervious materials from the required
�
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in heiQht 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 THICK1AEG8 SHALL BE 1. 8 -ft.,
------ -----------~-------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACMED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IG
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROGG SECTION OF THE LINER
IS INCLUDED IN THE DESlGN WHEN LINERS ARE REQUIRED BY THE GOILS 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 8CS approved material (ie - CL,SC, CH) .
REFER TO THE 8OILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONGIDERATIONG.

'
. , . .
^ Gozl liner material shall ' ne from an approved borrov rea. The
minimum water content of ti.- liner material shaIl be opnimum 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
rdwring p1acement 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 max1mum AST 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 soilsv 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 usinQ some type of energy dissipator (rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Gpecifica�ion.
' CUTOFF TRENCHo
--------------
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 accordinQ to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. [emporary 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 DRAING
When t-ile tiIe drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfil1ed and compacted with good material such as
� SC, CL, or CH.

. . .
. .
,
�—` GEEDIHG GPECIFICATIONG
\ __............
__________
REA TO BE SEEDED-. 1. 7 ACREG
BE THE GEED MIXTURE INDICATED AS FOLLOWS:
102.0 LBS. FESCUE GRASS AT 60 LBG. /ACRE
(BEST GUITED ON CLAYEY OR WET GOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
51.0 LEAS. RYE GNAIN AT 30 LDS. /ACRE (NURSERY FOR FESCUE)
0.0 LBS. ' PENSACOLA' BAHIA GRASS AT 60 LB8. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15 `
0.0 LBG. HULLED COMMON BERMUDA 8RAGG AT 8 LB8. /ACR2
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
17.0 LBG. UNHULLED COMMON BERMUDA GRASS AT 10 LBG. /ACRE
SEEDING DATE8o JANUARY 1 TO MARCH 30
8.0 LDS. RYE 0RAS8 AT 40 LBS. /ACRE (TEMPORARY VEGETATION)
�
SEEDING DATES: DECEMBER 1 TO MARCH 30
LB8.
:'PLY THE FOLLOWING:
1700.0 LB8. OF 10-10-10 FERTILIZER (1000 LBG" /ACRE)
3. 4 TONG OF DOLOMITIC LIME (2 TONG/ACRE)
170.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
—L SURFACE DRAINS GHOUL—DBEE IN8TALLED PRIOR TO GECDING" SHAPE
—L DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED. .
�PLY LIME AND FERTILIZER THEN DI8K TO PREPARE Pi 3 TO 4 INCH
100TH SEEDBED. APPLY SEED AND FIRM SEEDBED WITM A CULTIPACKER
� GIMILAR EQUIPMENT. APPLY MULCM AND SECURE WITH A MULCH
CHORIMG TOOL OR NETTING.
. PEMSACOLA BAHIAGRASS IG SLOWER TO ESTABLIGH THAN COMMON
BERMUDA GRASS" WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBG./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRAGG IS ESTABLISHED.

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

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

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

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

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

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

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

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

(rs, Possible Causes of Lagoon'Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam..Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure---an example is the placement of a pipe
in the dam without proper design and construction. (Consult an expert in
lagoon design before placing any pipes in dams.)
Lagoon liquid levels---high levels are a safety risk.
Failure to inspect and maintain the dam.
Excess surface water flowing into the lagoon.
Liner integrity---protect from inlet pipe scouring, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundwater
table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge
of wastewater and possible dam failure.

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

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

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

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

Source Cause BMPs to Minimize Odor Site Specific Practices
Dead animal disposal pits • Carcass decomposition rl Complete covering of carcasses in burial pits;
rl Proper location/construction of disposal pits
Incinerators • Incomplete combustion rl Secondary stack burners
Standing water around • Improper drainage; R�G rade and landscape such that water drains away
facilities • Microbial decomposition of from facilities
organic matter
Mud tracked onto public • Poorly maintained access roads Farm access road maintenance
roads from farm access
Additional Information: Available From:
Swine Manure Management;.0200 RuleBMP Packet NCSU,County Extension Center
Swine Production Farm Potential Odor Sources and Remedies;EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge-Lagoon Treatment;EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment;EBAE 129-88 NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage;EBAE 103-88 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings;PIH-33 NCSU-Swine Extension
Environmental Assurance Program:NPPC Manual NC Pork Producers Assoc.
Options for Managing Odor;a report from the Swine Odor Task Force NCSU-Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies;PRO107, 1995 Conference Proceedings Florida Cooperative Extension
AMOC-November 11, 1996,Page 5