310141_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0141 Certificate Of Coverage Number: AWS310141
2. Facility Name: Bobby Sholar Farm
3. Landowner's Name(same as on the Waste Management Plan): B&P Farms Inc
4. Landowner's Mailing Address: 801 Angola Bay Rd
City: Wallace State: NC Zip: 28466
Telephone Number: 910-285-3979 Ext. E-mail:
5. Facility's Physical Address: 285 Adell Cavenau h Ln
City: Wallace State: NC Zip: 28466
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner):
g, Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Bobby M.Sholar Phone No.: 910-285-3979 OIC#: 18146
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 4,896
Operation Tvpes•
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
I -old /v9 100,188.00
hod
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: 2019PermitRenewal®ncdenrgov

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000'per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corppo/orr�ation):
Name: A.4 �� Title: V&t./n`��
or
Signature: �0Z4�� Date: 3 — I f
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

Version—November 26,2018
• Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.1O6-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
El F1 Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Efr-1 Rendering at a rendering plant licensed under G.S. 106-168.7.
F� F� 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.
a In the case of dead poultry only,placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
a 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).
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.
Signature of Farm Owner/Manager Date
cy •� f/ ~ /
Signature of Technical Specialist Date

Nutrient Management Plan For Animal Waste Utilization
06-01-2016
This plan has been prepared for: This plan has been developed by:
Bobby Sholar Farm (31-141) Ronnie G. Kennedy Jr.
Bobby Sholar Agriment Services, Inc.
801 Angola Bay Road PO Box 1096
Wallace, NC 28466 Beulaville, NC 28518
[phone] 252-568-2648
/iVe oper Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I(we)understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
6 144010
Sign re(owner) Date
OIL et_�
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:
chnical Specialist Signature Date
Preview Database Version 4.1 Date Printed: 06-01-2016 Cover Page I

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder-Finish Lagoon Liquid waste generated 4,538,592 gals/year by a 4,896
animal Swine Finishing Lagoon Liquid operation.This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 8181
Incorporated 9817
Injected 9817
LYear
d 8181
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs)* Applied Obs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
1 8,181 12245 -4,064 6,793,410 1
-2,254,818
2 8,181 11315 -3,134 6,277,465 -1,738,873
- ------------------- ---- --- -- -- - - - ------------------------ --- ----- -- - ---- --------
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.
883321 Database Version 4.1 Date Printed: 06-01-2016 Source Page I of I

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
6793 11.00 9.30 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
6793 16.50 13.70 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
6793 PS 2.23 1.63 N/A Foreston Fescue Pasture 4.0 Tons
6793 P9 2.23 1.51 N/A Foreston Fescue Pasture 4.0 Tons
7499 PIO 5.40 4.39 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
7499 Pit 3.40 2.76 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
7499 PIS14.20
3.10 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
7499 P16 3.59 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
7499 P17 2.03 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
7499 P18 3.94 3.20 N/A Foreston Com,Grain 120 bu.
Small Grain Overseed 1.0 Tons
7499 Pl9 3.74 3.00 N/A Foreston m,Co Grain 120 bu.
Small Grain Overseed 1.0 Tons
PLAN TOTALS: 58.64 48.21
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).
883321 Database version 4.1 Date Printed 6/12016
PCS Page I of 1
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 l
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fen. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Reqd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N 9WIA Tons 1000 gals tons
G
6793 -EPt- S7 Foreston 11.00 9.30 Small Grain Overseed 1.0 Tons 10/1-3131 50 0 0 Irrig. 50 27.74 0.00 257,97 0.00
Cj-�
6793 -e" S7 Foreston 11.00 9.30 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9130 *225 0 Irrig. 225 124.83 0.00 1,160.88 0.00
6793 C- - $7 Foreston 16.50 13.70 Small Grain Overseed 1.0 Tons 10l1-3/31 50 0 0 Irrig, 50 27.74 0,00 380.02 0.00
6793 t^fi S7 Foreston 16.50 13.70 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 *225 0 0 Irrig. 225 124,83 0.00 1,710.11 0.00
6793 P8 S7 Foreston 2.23 1.63 Fescue Pasture 4.0 Tons 8/1-7/31 *150 0 0 Irrig. 150 83.22 0.00 135.64 0.00
6793 P9 S7 Foreston 2.23 1,51 Fescue Pasture 4.0 Tons 8/1-7131 *150 0 0 Irrig. 150 83.22 0.00 125.66 0.00
7499 P10 S7 Foreston 5.40 4.39 Small Grain Overseed 1.OTons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 121.77 0.00
7499 PIO S7 Foreston 5.40 4.39 Hybrid Bermudagrass Pasture 6.0 Tons 311-9/30 *225 0 0 Irrig. 225 124.83 0.00 547.98 0,00
7499 P11 S7 Foreston 3.40 2.76 Small.Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27,74 0.00 76.56 0.00
7499 P11 S7 Foreston 3.40 2.76 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 *225 0 0 Irrig. 225 124.83 0.00 344.52 0.00
7499 PIS S7 Foreston 3.63 3.10 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0,00 85.99 0.00
7499 Ply S7 Foreston 3.63 3.10 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 *225 0 Irrig. 225 124.83 0.00 386,96 000
7499 P16 S7 Foreston 4.20 3.59 Small Grain Overseed 1.0 Tons 10/1-3131 50 u U Irrig, 50 27.74 0.00 99,58 0,00
7499 P16 S7 Foreston 4.20 3.59 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 *225 U n Irrig, 225 124.83 0.00 448,12 0 oO
7499 1117 S7 Foreston 2.37 2.03 Small Grain Overseed 1.0 Tons 10/1-3131 50 ) n Irrig. 50 27.74 o U0 56.31 0,00
7499 i'17 S7 Foreston 2.37 2.03 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 *225 0 0 Irrig. 225 124.83 a 11r1 253.40 0.00
8833 1 Database Version 4.1 Date Printed: 6/1/2016 WUT Page I ol" •1

Waste Utilization Table Year 1
Nitrogen Cantu Res. Menace Liquid Solid Liquid Solid
PA Fen. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
Tract Field [D Soil Series Acres Acres
7499 P18 I S7 Foreston 3.94 3.20 Com,Grain 120 bu. 2/15-6/30 '150 0 0 brig. 150 83.22 0.00 266.29 0.00
7499 P18 I S7 Foreston 3.94 3.20 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 25 13.87 0.00 44.38 0.00
7499 P19 S7 Foreston 3.74 3.00 Com,Grain 120 bu. 2/15-6/30 *150 0 0 Irrig. 150 83.22 0.00 249.65 0.00
7499 P19 S7 Foreston 3.74 3.00 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 25 13.87 0.00 41.61 0.00
Total Applied,1000 gallons 6,793.41 i
Total Produced, 1000 gallons 4,538.59
Balance,1000 gallons -2,254.82
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,--symbol means leased,otherwise,owned. 2. Symbol * means user entered data.
883 Database Version 4.1 Date Printed:6/l/2016 WUT Page 22oof 4

Waste Utilization Table Year 2
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs1A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs1A) (lbs1A) (lbs1A)
Source Total Use. Aeriod Met Apphc. N tl,' Tons 1000 gals tons
Tract Field [D Soil Series Acres Acres Crop RYE period N N N Method ealirl
6793 -CF-}CPZ- 57 Foreston 11.001 9.30 Small Grain Overseed l.0 Tons 10/1-3131 50 0 0 Irrig. SD 27.74 0.00 257.97 0.00
C
6793 57 Foreston 11.00 9.30 Hybrid Bermudagrass Pasture 6.0 Tons 311-9/30 *225 0 0 Irrig. 225 i2-1.83 0.00 1,160.88 0.00
G 380.02 0.00
6793 57 Foreston 16.50 13.70 Small Grain Overseed 1.0 Tons loll 3131 50 0 0 brig. 50 27.74 0.00
G
-U S7 Foreston 16.50 13.70 Hybrid Bermudagrass Pasture
6793 6.0 Tons 3/1-9/30 *225 0 0 brig. 225 l24.83 0.00 1,710.11 0.00
6793 P8 S7 Foreston 2.23 1.63 Fescue Pasture 4.0 Tons 8/1-7131 *I50 0 0 Irrig. 150 83.22 0.00 135.64 0.00
6793 P9 S7 Foreston 2.23 1.51 Fescue Pasture 4.0 Tons 811-7131 *150 0 {l Irrig. 150 83.22 0.00 125.66 0.00
7499Eff.ston 5.40 4.39 Small Grain Overseed 1.0 Tons 1011-3/31 50 0 u Irrig. 50 27.74 0.00 121.77 0.00
7499eston 5.40 4.39 Hybrid Bermudagrass Pasture 6.0 Tons 311-9130 *225 0 0 Irrig. 225 124.83 0.00 54T98 0.00
7499 Pl 1 57 oreston 3.40 2.76 Small Grain Overseed I.0 Tons 1011-3/3] 50 0 0 Irrig. 50 27.74 0.00 76.56 0.00
7499 PI I S7 Foreston 3.401 2.76 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 *225 0 0 Irrig. 225 124.83 0.00 344.52 0.00
7499 P15 S7 Foreston ?.fi3 3.10 Small Grain Overseed LO Tans 1011-3/31 &*225
0 0 Irrig. 50 27.74 0.00 85.99 0.00
7499 P15 S7 Foreston 3.63 3.10 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/300 0 Irrig. 225 124.83 0.00 386.96 0.00
7499 P16 S7 Foreston 4.20 3.59 Small Grain Overseed 1.0 Tons 1011-3/310 0 Irrig. 50 27.74 0.00 99.58 0.00
7499 P16 S7 Foreston 4.20 3.59 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-91300 0 Irrig. 225 124.83 0.00 448.12 0.00
7499 P17 S7 Foreston 237 2.03 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 56.31 0.00
7499 P17 S7 Foreston 2.37 2.03 Hybrid Bermudagrass Pasture 6.0 Tons 311-9l30 *225 0 0 Irrig. 225 124.83 tG.
3.40 0.00
7499 P18 S7 Foreston 3.94 3.20 Small Grain Overseed 1.0 Tons 1011-3/31 50 0 0 Irrig. 25 13.87 4.38 0.007499 P19 S7 Foreston 3.74 3.00 Small Grain Overseed I.0 Tons 1011-3131 50 0 0 Irrig. 25 13.87 1.6. 0.00
883"' Database Version 4.t Date Printed: 6/l/20 WUT Page (3 of 4

Waste Utilization Table Year 2
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Appl1ed Applied
Req'd Applied Applied (ate) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. I Applies 1000
Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
Tract Field ID Soil Series Acres Acres
Total Applied,1000 gallons 6,277.47,"
Total Produced,1000 gallons 4.538 59 `
Balance,1000 gallons -1,738 87
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,—symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
883 Database Version 4.1 Date Printed:6/1/20 r- WUT Page 4 of 4

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
6793 CP 1 Foreston 0.50 1.0
6793 CP2 Foreston 0.50 1.0
6793 P8 Foreston 0.50 1.0
6793 P9 Foreston 0.50 1.0
7499 P 10 Foreston 0.50 1.0
7499 PH 1 Foreston 0.50 1.0
7499 P 15 Foreston 0.50 1.0
7499 P16 Foreston 0.50 1.0
7499 P 17 Foreston 0.50 1.0
7499 P 18 Foreston 0.50 1.0
7499 P 19 Foreston 1 0.50 1.0
883321 Database Version 4.1 Date Printed 6/1/2016 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 Feeder-Finish Lagoon Sludge- Standard
Corn 120 bu 150 14.69 55.00 110.00 164.99
Hay 6 ton R.Y.E. 300 29.38 27.50 55.00 82.50
Soybean 40 bu 160 15.67 51.56 103.12 154.68
--- ----------- - ------------------ - - - - - - --- - - ----- - - ----
883321 Database Version 4.1 Date Printed: 06-01-2016 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available ra e Ca ci
Source Name Swine Feeder-Finish Lagoon Liquid Design Storage Capacity a s)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 96
1 2 96
1 3 127
1 4 166
1 5 180
1 6 180
1 7 180
1 8 180
1 9 180
1 10 166
1 11 158
1 12 144
2 1 130
2 2 124
2 3 149
2 4 180
2 5 180
2 6 180
2 7 180
2 8 180
2 9 180
2 10 164
2 11 153
2 12 137
*Available Storage Capacity is calculated as of the end of each month.
------------------------- - - - - ------- --- ------ ---_--- - -------- ---- - ------f 1-------
883321 Database Version 4.1 Date Printed: 06 01-2016 Capacity Page 1 0

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).
----------------------------------- -- ------ -----------
883321 Database Version 4.1 Date Printed:6/1/2016 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
-------------------------------- -- - ---- ----- ----------------------------------------
883321 Database Version 4.1 Date Printed:6/1/2016 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
ap plied at agro nom is rates in a m ann er tha t caus es no ru noff o r d rift
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.
-------------------- ------- - --- ------- -- ---- ----- - ------- ----- ------ -------- ------
883321 Database Version 4.1 Date Printed:6/1/2016 Specification Page 3

(rs, 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.
-- ------ ------ -- - - - - - - - - -- - - --- -- - - - ------ - ------ - -- --- ----- ---
883321 Database Version 4.1 Date Printed:6/1/2016 Specification Page 4

Crop Notes
The following crop note applies to field(s): P18,P19
Corn 1: CP,Mineral Soil, low-leachable
In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety"green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep.Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10%when
planting no-till.Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool,wet soil, banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter.The rest of the N should be applied about 30-40
days after emergence.The total amount of N is dependent on soil type. When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting.Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn.Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): P8,P9
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%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.
883321 Database Version 4.1 Date Printed: 06-01-2016 Crop Note Page 1 of 2

The following crop note applies to field(s): CP 1,CP2, P 10, P 11, P 15,P 16,P 17,P 18,P 19
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): CP 1,CP2, P 10,P 11,P 15,P 16,P 17
Bermudagrass CP,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.
_______ _
-- ------------------
883321 Database Version 4.1 Date Printed: 06-01-2016 Crop Note Page 2 of 2

Bobby Sholar Farm
Irrigation Add't.
Fac. No.: 31-141
Scale: 1"=500'
Pulls/Pivot Acres
3 CcP�S�2- R„3o
P4CU 1) 13.70
8 1.63
9 1.51
10 4.39
11 2.76
15 3.10
16 3.59
17 2.03
18 3.20
19 3.00
9 VP4 Total 48.21
8
10
11
3
2 _
1 Wells w/100'
15 offsets
16
17
18
19 �
v
002R34
IFS!G NEB
R

Sheetl -
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Bobby Sholar- Bobby Sholar Farm Add't; Fac. No.:31-141 County: Duplin
Address: 801 Angola Bay Road
Wallace, NC 28466 Date: 11 A 7/2010
Telephone: [phone]
Table 1 -Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number (acres) Soil Type Slope% Crop(s)( In/hr inches Comments
1 9.3 FoA 0-3 Bermuda/small Grain 0.5 1 Pulls 1-3
2 13.7 FoA 0-3 Bermuda/small Grain 0.5 1 Pivot P4
3 3.14 FoA 0-3 Fescue 0.5 1 Pulls 8-9
4 7.15 FoA 0-3 Bermuda/small Grain 0.5 1 Pulls 10-11
5 8.72 FoA 0-3 Bermuda/small Grain 0.5 1 Pulls 15-17
6 6.2 FoA 0-3 Com/Small Grain 0.5 1 Pulls 18-19
48.21

Sheet2
TABLE 2-Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: Ag-Rain 2.7 w/Nelson 150; Pivot
Field No. Travel Application TRAVEL LANE Wetted Noule Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. ft/min in/hr. Width(ft.) Len ft feet (inches) at Gun(psi) at reel(psi) Pattern Comments-Acres per pull
1 4.21 0.54 161 440 275 0.927 60 100 220 2.31
2 2.87 0.36 200 468 275 0.927 60 100 330 3.17
3 2.87 0.36 237.5 491 275 0.927 60 100 330 3.82
4 Center Pivot-Acreage computer calculated(385'+90'end gun) 13.70
8 3.19 0.36 237.5 200 275 0.927 60 100 330 1.63
9 3.19 0.36 237.5 80 275 0.927 60 100 330 1.51
10 3.19 0.36 237.5 631 275 0.927 60 100 330 4.39
11 5.85 0.66 160 615 275 0.927 60 100 180 2.76
15 5.85 0.66 166 688 275 0.927 60 100 180 3.10
16 3.19 0.36 200 645 275 0.927 60 100 330 3.59
17 3.19 0.66 117 611 275 0.927 60 100 180 2.03
18 4.68 0.54 223.5 489 275 0.927 60 100 220 3.20
19 4.68 0.54 223.5 447 275 0.927 60 100 220 3.00
TOTAL 48.21

Sheet3
TABLE 3-Solid Set Irrigation Gun Settings
Make, Model and Type of Equipment
Operating Parameters
Field No Wetted Hydrant Spacing(ft) Application Nozzle Operating Operating
and Number of Diameter Along Between Rate Diameter Pressure Time
Line No. Hydrants (feet) Pipelines Pipelines in/hr (inches) at Gun si at H drant hr. Comments-Acres per zone
0
TOTAL 0.00

Sheet4
TABLE 4- Irrigation System Specifications
Traveling Solid Set
Irrigation Gun Irrigation
Flow Rate of Sprinkler m 164 0
Operating Pressure at Pump(psi) 111.3 #DIV/01
Design Precipitation Rate in/hr 0.33 0.00
Hose Length feet 820 XXXXXXXX
Type of Speed Compensation Mechanical XXXXXXXX
Pump Type PTO, Engine, Electric) Engine Engine
Pump Power Requirement h 21.3 #DIV/0!
TABLE 5-Thrust Block Specifications
6" 4° 2°
THRUST BLOCK THRUST BLOCK THRUST BLOCK
LOCATION AREA (sq.ft. AREA (sq.ft. AREA (sq.ft.
90 degree bend 8.8 4.3 1.1
Dead End 6.2 3.0 0.8
Tee 4.4 2.1 0.5
Gate Valve 6.2 3.0 0.8
45 degree bend 4.7 2.3 0.6
Pagel

Sheets
p�44ii Q ry i'r�,i i'il
IRRIGATION SYSTEM DESIGNER
Name: Micah Kevin Weston, CID `
Company. Murphy-Brown, I_LC
Address: 2822 Hwy 24 West, P.O. Box 856 Warsaw, NC 28398 a 402939
Phone: [phone] OESiGtA�a
Required Documentation �1�Ky °
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations,pipelines,thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump,traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be Installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25'or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This design is for an addition and a"wetted acreage" re-determination for an existing facility. The acres were
calculated based on the equipment specified and the charts created by NCSU for calculating Area Allowances
for Hard Hose Traveler Systems.The pivot acreage was computer calculated.
This irrigation system addition (pulls 17-19) is designed with four inch, Class 200 PVC and schedule 80
fittings.The system is designed to accommodate the flow velocities,flow rates and pressure requirements
associated with an Ag-Rain 2.7 traveller and a pivot. Air vents and thrust blocks are to be installed as indicated
on the drawings.Air vents will consist of using a 4"x2"saddle with a 2"galvanized threaded pipe and an AV
150 or equivalent. The thrust block areas have been calculated and are listed in Table 4 of this design.The
design of the traveler system requires the use of a 0.927" ring nozzle in the gun. Each pull has a specific arc
setting and travel speed which must be used to achieve the desired application. This information is given in
Table 2 of this design.A detail of the hydrant layout is also included. All pipe shall be installed with a minimum
of 30"of cover and shall be backfilled in no less than three passes, leaving enough soil material above original
grade to allow for settling. The suction assembly for the pump to be used should be a minimum of 4"
aluminum.A pressure gauge should be installed on the discharge side of the pump where it can be seen
during start up of the system.
Refer to owner's manual and irrigation dealer for information on maintenance,winterization, and operation of
system.

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size: 0.927 inches
Sprinkler Pressure: 60 psi
Flowrate(GPM): 164 gpm
Wetted Diameter: 275 feet
Lane Spacinsts
Desired Spacing(%): 70 %
Design Spacing(feet): 192.5 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing(feet): 180 feet
Actual Spacing(%): 65 %
Application Rate
Application Rate=(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate= 0.33 in/hr
300 degree arc= 0.39 in/hr 330 degree arc= 0.36 In/hr
220 degree arc= 0.54 in/hr
180 degree arc= 0.66 in/hr
Traveller Speed
Travel speed=1.605 x Fiowrate/Desired application amount x Lane Spacing
Desired app. (in.)= 0.5 inches 360 degree arc= 2.92 ft/min
300 degree arc= 3.51 ft/min 330 degree arc= 3.19 ft/min
220 degree arc= 4.68 ft/min
180 degree arc= 5.85 ft/min
Mainline Velocity
Velocity=.408 x Flowrate/pipe diameter squared feet/sec.**
"For buried pipelines,velocity should be below 5 feet per second
Pipe size: 4 inches
Velocity= 4.18 ft/sec.
Page 1

Sheet?
Maximum Mainline Friction Loss
Most distant hydrant: 18
Total distance: 1500 feet
Friction Loss is figured using HazenMilliam's Equation
Friction Loss= 1.44 feet/100 feet
Max. Mainline Loss= 21.6 feet or 9.4 psi
Total Dynamic Head
Sprinkler Pressure: 60 psi
Loss through traveller: 30 psi
Elevation head: 4.3 psi
Mainline loss: 9.4 psi
Suction head and lift: 2.3 psi
5%fitting loss: 5.3 psi
TOTAL(TDH)= 111.3 psi or 257.0 feet
Horsepower Required
Horsepower=Flowrate x TDH(feet)/3960/Pump effeciency
Pump Description: 80311 Iveco Pumping unit w/Berkeley 2.5
Pump Efficiency: 50 %
Horsepower Required: 21.3 Hp
Thrust Blocking
Thrust Block Area=Thrust/Soil Bearing Strength
Thrust: 7460 feet
Soil Bearing Strength: 1200 feet
End Cap: 6.2 ft2
90 degree elbow: 8.8 ft2
Tee: 4.4 ft2
45 degree elbow: 4.7 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 111.3 psi
70%of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70%of Pressure Rating,OK
Page 2

Sheet?
Net Positive Suction Head Check
NPSHA: 17' 11J.
NPSHR: 1 0' *from pump curve
If NPSHA>NPSHR OK
1
Page 3

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size: 0.927 inches
Sprinkler Pressure: 60 psi
Flowrate(GPM): 164 gpm
Wetted Diameter: 275 feet
Lane Spacings
Desired Spacing(%): 70 %
Design Spacing(feet): 192.5 *PVC irrigation pipe normally comes in 20'pieces,
so round to the nearest multiple of 20.
Actual Spacing(feet): 200 feet
Actual Spacing{%): 73 %
Application Rate
Application Rate=(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate= 0.33 in/hr
300 degree arc= 0.39 in/hr 330 degree arc= 0.36 in/hr
220 degree arc= 0.54 in/hr
180 degree arc= 0.66 in/hr
Traveller Speed
Travel speed= 1.605 x Flowrate/Desired application amount x Lane Spacing
Desired app. (in.)= 0.5 inches 360 degree arc= 2.63 ft/min
300 degree arc= 3.16 ft/m in 330 degree arc= 2.87 ft/m in
220 degree arc= 4.21 ft/min
180 degree arc= 5.26 ft/min
Mainline Velocity
Velocity=.408 x Flowrate/pipe diameter squared feet/sec."
"For buried pipelines,velocity should be below 5 feet per second
Pipe size: 4 inches
Velocity= 4.18 ft/sec.
Page 1

Sheet8 (2)
Bobby Sholar Farm Add't
Acreage Calculations 11/17/2010
Width Length Acres Total Acres Start End Stop End Total
Pull# u ft.1 (midsection) (midsection) fgcl ac. Pull Acres
1 161 440 1.626 1.626 0.426 0.257 2.31
2 200 468 2.149 2.149 0.568 0.458 3.17
3 237.5 491 2.677 2.677 0.629 0.514 3.82
8 114 195 0.510 0.536 0.600 0.490 1.63
227.5 5 0.026 0.000 0.000 0.000 0.00
9 227.5 80 0.418 0.418 0.600 0.490 1.51
10 227.5 631 3.296 3.296 0.600 0.490 4.39
11 150 615 2.118 2.118 0.396 0.245 2.76
15 156 688 2.464 2.464 0.396 0.245 3.10
16 180 645 2.665 2.665 0.520 0.405 3.59
17 107 611 1.501 1.501 0.282 0.245 2.03
18 213.5 489 2.397 2.397 0.563 0.245 3.20
19 213.5 447 2.191 2.191 0.563 0.245 3.00
0 0 0.000 0.000 0.000 0.000 0.00
0 0 0.000 0.000 0.000 0.000 0.00
0 0 0.000 0.000 0.000 0.000 0.00
0 0 0.000 0.000 0.000 0.000 0.00
0 0 0.000 0.000 0.000 0.000 0.00
0 0 0.000 0.000 0.000 0.000 0.00
0 0 0.000 0.000 0.000 0.000 0.00
0 0 0.000 0.000 0.000 0.000 0.00
Total Acres 34.51
Page 1

Bobby Sholar Farm
Irrigation Add't.
Fac. No.: 31-141
Scale: 1"=500'
TB Thrust Block
AV Air Vent
16 Existing Hydrant
7K New Hydrant
— New 4" Class 200 PVC
(Approx. 1300')
Wells w/100'
offsets
TB
Tie into existing
line here
AV
TB TB
d
O ti
0029�9
°{Fppsypr�oegecgr�ti� �%'

Bobby Sholar Farm
Irrigation Add't.
Fac. No.: 31-141
Scale: 1"=500'
Pulls/Pivot Acres
1 2.31
2 3.17
3 3.82
P4 13.70
8 1.63
9 1.51
10 4.39
11 2.76
15 3.10
16 3.59
17 2.03
18 3.20
19 3.00
9 P4 Total 48.21
8
0
10
11
3
2
1 Wells w/100"
15 offsets
16
17
18
19
• 002919
0"SIGNE�
`��'.11CgL]�+

REINKE IRRIGATION SYSTEMS
PIVOT SYSTEM SPRINKLER CHART
ELECTROGATOR II 2660 Opt 57"
REINKE IRRIGATION SYSTEMS
RMCchart0.97d
CASE NUMBER: RP070112 DATE: 12 Jan 2007
DEALER: RAINMAN IRRIGATION CUSTOMER NAME: BOBBY SHOLAR
NUMBER: 135759 SERIAL NUMBER: 0107-C36726-2660
NUMBER OF TOWERS: 2 NOZZLE FILE: R3000R
GAUGE PRESSURE: 59.0 psi NOZZLE SELECTION OPTION: 2
TOTAL SYSTEM FLOW: 300.0 gpm FRICTION C-FACTOR: 140
TOTAL PIPE LENGTH: 385.0 ft COVERAGE WITHOUT GUN: 387.9 ft
END GUN 'TYPE: SR75 h ADJ. END GUN RADIUS: 90.3 ft
FLOW RATE & RADIUS SPECIFIED-NOT COMPUTED
SYSTEM gpm PER acre: 18.4
LAST TOWER - TIRE SIZE: 16.9 x 24 CENTERDRIVE: 25:1
SYSTEM MANUFACTURER: ReinkeE2
1 175F2660 SPAN 11 179.3 ft, 5.79 in ID PIPE
1 175F2660 SPAN 21 175.0 ft, 5.79 in ID PIPE
1 32GF OVERHANG, 30.8 ft, 5.80 in ID PIPE
DISCLAIMER
r The uniformity of water application obtained with this system can be
adversely affected by many variables including, but not limited to,
the improper makeup or installation of the nozzle package; obstructed
nozzles; tight and/or sloping soils; • improper end gun arc settings;
incorrect maintenance of pivot pressure; unfavorable climate
conditions; and erratic and improper operating speed of the system.
Reinke Mfg. Co. , Inc. . makes no warranty as to the uniformity of
the coverage to be obtained from this water application printout
other than its mathematical accuracy.
The products, which are specified as a part of this nozzle package
design, are covered by the original manufacturer's printed "Warranty
and Disclaimer", which applies to the individual components of their
own manufacture. Reinke Mfg. Co. ,* Inc. cannot be responsible for
the performance of these products and makes no warranties, INCLUDING
THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR PARTICULAR PURPOSE,
where permitted by law, and does hereby disclaim any liability for
damages due to failure of* these products to perform as anticipated.

r-
RP070112 12 Jan 2007 ReinkeE2, 2 TOWER, 300 gpm, 59 psi PAGE 2
-OUTLET- -SPRINKLER- -REG- -GPM- PRESSURE
NO. LOC. NO. SEP. MODEL NOZZLE MODEL REQ. DEL. INLINE
1 6.6 PLUG
2 11:4 PLUG
3 16.1 PLUG
4 20.9 PLUG
5 25.6 PLUG
6 30.4 1 30.4 R3000 TN-#15 Lime w/lav LB20 1.8 1.8 56.3
7 35.1 PLUG
8 39.9 PLUG
9 44.6 PLUG
10 49.4 2 19.0 R3000 TN-#18 Gray LB20 2.5 2.6 56.2
11 54.1 PLUG
12 58.9 PLUG
13 63.6 PLUG
14 68.4 3 19.0 R3000 TN-#21 Trqu w/yllw LB20 3 .4 3.5 56.2
15 73.1 PLUG
16 77.5 PLUG
17 82.6 PLUG
18 87.4 4 19.0 R3000 TN-#24 Red LB20 4.4 4.5 56.1
19 92.1 PLUG
20 96.9 PLUG
21 101.6 PLUG
22 106.4 5 19.0 R3000 TN-#26 White LB20 5.3 5.3 56.0
23 111.1 PLUG
24 115.9 PLUG
25 120.6 PLUG
26 125.4 6 19.0 R3000 TN-#28 Blue LB20 6.3 6.2 56.0
27 130.1 PLUG
28 134.9 PLUG
29 139.6 PLUG
30 144.4 7 19.0 R3000 TN-#29 Blue w/brn LB20 6.5 6.6 55.9
31 149.1 PLUG
t 32 153.9 PLUG
33 158.6 8 14.3 R3000 TN-#28 Blue LB20 6.0 6.2 55.9
34 163.4 PLUG
35 168.1 PLUG
36 172.9 9 14.3 R3000 TILT-#28 Blue LB20 6.2 6.2 55.8
179.3 TOWER NO. 1
37 181.6 PLUG
38 186.4 10 13.5 R3000 TN-#30 Drk Brown LB20 7.0 7.0 55.8
39 191.1 PLUG
40 195.9 PLUG
41 200.6 11 14.3 R3000 TN-#31 Brwn w/orng LB20 7.6 7.4 55.8
42 205.4 PLUG

i
Y�
RP070112 12 Jan 2007 ReinkeE2, 2 TOWER, 300 gpm, 59 psi PAGE 3
-OUTLET- -SPRINKLER- -REG- -GPM- PRESSURE
NO. LOC. NO. SEP. MODEL NOZZLE MODEL REQ. DEL. INLINE
43 210.1 PLUG
44 214.9 12 14.3 R3000 TN-#33 Ornge w/grn LB20 8.3 8.5 55.7
45 219.6 PLUG
46 224.4 PLUG
47 229.1 13 '14.3 R3000 TN-#33 Ornge w/grn LB20 8.6 8.5 55.7
48 233.9 PLUG
49 238.6 PLUG
50 243.4 14 14.3 R3000 TN-#35 Green w/prp LB20 9.3 9.5 55.7
51 248.1 PLUG
52 252.9 PLUG
53 257.6 15 14.3 R3000 TN-#35 Green w/prp LB20 9.7 9.5 55.6
54 262.4 PLUG
55 267.1 PLUG
56 271.9 16 14.3 R3000 TN-#34 Drk Green LB20 8.8 9.0 55.6
57 276.6 PLUG
58 281.4 17 9.5 R3000 TN-#30 Drk Brown LB20 6.9 7.0 55.6
59 286.1 PLUG
60 290.9 18 9.5 R3000 TN-#31 Brwn w/orng LB20 7.3 7.4 55.6
61 295.6 PLUG
62 300.4 19 9.5 R3000 TN-#31 Brwn w/orng LB20 7.4 7.4 55.6
63 305.1 PLUG
64 309.9 20 9.5 R3000 TN-#32 Orange LB20 7.9 8.0 55.5
65 314.6 PLUG
66 319.4 21 9.5 R3000 TN-#32 Orange LB20 8.0 8.0 55.5
67 324.1 PLUG
68 328.9 22 9.5 R3000 TN-#33 Ornge w/grn LB20 8.4 8.5 55.5
69 333.6 PLUG
70 338.4 23 9.5 R3000 TN-#33 Ornge w/grn LB20 8.5 8.5 55.5
71 343 .1 PLUG
72 347.9 24_ 9.5 R3000 TN-#32 Orange LB20 8.1 8.0 55.5
r 354.3 TOWER NO. 2
73 355.9 25 8.0 R3000 TN-#33 Ornge w/grn LB20 8.5 8.5 55.5
74 360.6 PLUG
75 365.4 26 9.5 R3000 ,TN-#35 Green;w/prp LB20 9.3 9.5 55.5
76 370.1 PLUG
77 374.9 27 9.5 R30.00 TN-#33 Ornge;w/grn LB20 8.3 8.5 55.5
78 378.6 PLUG
79 382.4 28 7.5 R3000 TN-#35 Green w/prp LB20 9.3 9.5 55.5

RP070112 12 Jan 2007 ReinkeE2, 2 TOWER, 300 gpm, 59 psi PAGE 4
END GUN: (BASED ON RECOMMENDED ARC SETTING.)
385.0 SR75 .70" NOZZLE 100.2 99.4 55.5
2 INCH BALL END GUN VALVE PRESSURE LOSS: 1.0 psi
RESULTING END GUN PRESSURE: 54.5 psi
SYSTEM INLINE END PRESSURE: 55.5 psi, INCLUDING PLUS 0 ft ELEVATION
TOTAL gpm DELIVERED: 300.2
SYSTEM gpm PER acre: 18.4 •
28 MOUNTING ASSEMBLIES: First outlet= 6, Last outlet= 79
Hose Drop w/MxHB U-pipe 0000-000 (Length= 8.33 ft)
U-PIPE- 3/4"Male x H.Barb Galv 008101
Flex Hose Drop <Vari> 111172 (Length= 8.33 ft)
Standard Tee . 000100 (as needed)
Standard Regulator 0000-000 (as needed)
NOZZLE SELECTION VERIFICATION
SPAN # 1 2 OH+EG
gpm REQ. 42.4 121.7 135.5
gpm DEL. 42.7 122.2 135.3
----- ----- -----
t DEV. 1% 0$ -0t
t
DATA FILE IDENTIFICATION
File Sprinkler Plate - SprNo ID Regulator Flow Duty PSI Outlet ID
----------------------------------------- ---------------------------------
R3000R Rotator Red 1- 28 E42C LB20 LO BLUE 20 Squr 7628

RP070112 12 Jan 2007 ReinkeE2 2 TOWER 300 gP m 59 psi PAGE 5
WATER APPLICATION DEPTH PER REVOLUTION -----------------
APPLICATION DEPTH I I I I I I
(in) ( 0.08 0.25 0.50 0.75 1.00 1.25 1.50
------------------ ------- I ------- I ------- ------- I ------- ------- ------- �
!k TIMER SETTING 100 33 17 11 8 7 ( 6
------------------ I ------- ------- I ------- ------- ------- ------- -------
REVOLUTION TIME 2HRS 6HRS 12HRS ( 18HRS 25HRS 31HRS 37HRS
GROUND SPEED AT 100% TIMER SETTING:18.08 ft/min
The revolution time may vary some from the values indicated above. This
may be due to generator speed, slippage, or over/under inflated tires.
Power frequency is 60 Hertz.
Loaded radius of tires is 24.7 in.
This computer printout is a mathematical calculation based upon
information provided to Reinke Mfg. Co. , Inc. This information concerns
pipe length and inside diameter; surface finish; outlet spacing; water
flow and pressure. The calculations are based upon this data and other
applicable data being furnished as accurate. All figures are also
based on 100* water application efficiency (zero wind velocity and
no evaporation) . The PRESSURE @ TOP OF INLET is measured at the first
outlet on the main horizontal distribution pipe just after the top
pivot elbow, while the GAUGE PRESSURE is measured on the vertical
distribution pipe six feet below the top pivot elbow. The main pipe
pressure is calculated as if the pipe is always level. The flow rate
is based on the nozzle pressure, which may differ from the main pipe
pressure due to the use of pressure regulators and/or drop pipes.

RP070112 12 Jan 2007 ReinkeE2, 2 TOWER, 300 gpm, 59 psi PAGE 6
-PART NUMBER AND SHIPPING SUMMARY
SHIP SYSTEM
PART N0. QTY QTY DESCRIPTION
113523 1 1 NOZZLE-.75 75TR #10208-075
113623 28 28 BF10EB-D6 PLATE-I2-RED#8839
113849 28 28 BF03CA-REG 20# LF BT 3/4ST
113861 28 28 BF10AB-BODY-R/S-3000-NEL #9412
113862 28 28 BF10AB-CAP/MTR-R3000-BLUE-#9539
113887 1 1 BF04AC-#15 3TN NOZ LIME/LAV
113890 1 1 BF04AC-#18 3TN NOZ GRAY
113893 1 1 BF04AC-#21 3TN NOZ TURQ/YELLOW
113896 1 1 BF04AC-#24 3TN NOZ RED
113898 1 1 BF04AC-#26 3TN NOZ WHITE
113900 3 3 BF04AC-#28 3TN NOZ BLUE
113901 1 1 BF04AC-#29 3TN NOZ BLUE/BROWN
113902 2 2 BF04AC-#30 3TN NOZ DARK BROWN
113903 3 3 BF04AD-#31 3TN NOZ DK.BROWN/ORG
113904' 3 3 BF04AD-#32 3TN NOZ ORANGE
113905 6 6 BF04AD-#33 3TN NOZ ORG/DK.GREEN
113906 1 1 BF04AD-##34 3TN NOZ DARK GREEN
113907 4 4 BF04AD-#35 3TN NOZ GREEN/PURPLE
CASE NUMBER: RP070112
DEALER: RAINMAN IRRIGATION CUSTOMER NAME: BOBBY SHOLAR
NUMBER: 135759 SERIAL NUMBER: 0107-C36726-2660
t

IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: County:
Address:
�✓a�G/_cam -e /I/.C. ;�7-R' Date: —9
Telephone: /�9/d 7
TABLE 1 - Field Specifications '
Approximate Maximum
Maximum Maximum Application
Useablo Size Application per Irrigation
Field of Fleld3 Slope Rate Cyc1e4
Number= (acres) Soil Type {Y.) Crop(s) (INhr) (Inches) Comments
- I l a - I 2 c I • � I .� I
I I I I I I
o 1 0 - 1 7a,/- I - I I
I I I
I • g I I - I aG- 1 I o" 1
I ti-2 I
I
I I I I I
I I I I I I
*Table to be completed in its entirety by SWCD Field Office personnel and forwarded to the irrigation system designer.
'See attached map provided by the SWCD Field Office for field location(s).
'Total field acreage minus required buffer areas.
411efer to N.C. Irrigation Guide, Field Office Technical Guide,Section 11 G. Annual application must not exceed the agronomic rates for the soil and crop used.
i
Irrigation Parameters USDA-NRCS
October95 -• page-1 North Carolin
I

I ABLE 2 - Traveling Irrigation Gun Settings
S D o
Make,Model and Type of Equipment: rri
�o .5—
EQUIPMENT SETTINGS
Field Not Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No= (ftlmin) (1khr) Width(ft) Length(it) (feet) (Inches) @ Gun(psi) @ Reel(psi) Pattern Comments
17,9
�F1 12,43 1 32 15-5- I LZE I -M2 I Gv I o I o l ,IU>-- 3,o/
tiY 1 1 .37 ;�-,Po 1 GIs' I 51 -7 7 4� I //0 3Z0 U I yo&x L757= , lo 8.y9
2. I I •37 I /5' ! 'I o I210 I
sl . G I I 73s' I 5 I I I /iv 11 5 - 3,37
g� ago 7�0 I 5 { . I 49 I 13aa 0 I 7G = 3.
0 1 1 37IAwo f ' I 7s i . ; o
FIx 5 1 G 1 •3 0. 35 I L ' I IZZO I -!;z,a 113P 3s o
s22 1 9,43 1 137IZ SO IatZ I •yZ 7I a I (, __ 3;10 I Igb X a$> - ,/ s,
tf -7 I I L75 ( -y I Ga • I110 1907Kgffs q.,1-
r I I y I HP { 775 i /7 1 ,S! I P I G I a p 1/":3 77F- •i'7 G.g;
35- I9,e 3I i3121
,7 I SOS I �� �77' I .9t7 I G� /iv 13?-0 b f/,Fa X 7 5-.� 3.00
•37 I o'7 I 73;� 1 X-7 I ? I a I iU I !2,79 7L2r-=L lil 9,31
�;- ' !sl ,1 1 - I 1 's� I Gis' f 6 1 r 1Z I 7- I 7
9
914P� 1 / t- '-is; /f9/
1 I � 11 ,< • 3 7 P•s' G
f I I I I f I I 1
I f I I I I I
I I I I I I I I 1 ITaT,,vL INy3
'See attached map provided by the SWCD Feld Office for field tocation(s).
=Show separate entries for each hydrant location in each field.
'Use the following abbreviations for various arc patterns: F(full circle),TQ(three quarters),TT(two thirds), H (half circle),T(one third),Q(one quarter).
May also use degree of arc in degrees.
1
Irrigation- Parameters USDA-MRCS
October 1995 -• p39e-2 North Carolina

/JD lT S�io Z4r
��LG�� e ti• �, �-S yG� �ia,� ��5 -3 979
' �12 Ov So r m., ,
I S79 3.2 -- ,32Sk
S� = up 57 / ygS S. = �6 3
o'�bU' � •j'' jea
/17 a 1 y$

,aaa 17,
!v v
r Da; 2 5 z /y
�=le 4Le�Tk-d,aZ _
13G .37 iP3.Zrt- 31.7
r3°f 0 x •Gy' r�S`�1 •7r -
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r
i

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,a Z-O� T
ovv
2, G — Z
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1�

TABLE 4 - Irrigation System Specifications
ITraveling Solid Set
Irrigation Gun Irrigation
Flow Rate of Sprinkler(gpm) - /,�-I,
Operating Pressure at Pump(pst)
Design Precipitation Rate(InMr) I I
Hose Length(lost) I 3aD. xxxxxxxx .
Type of Speed Compensation I � uxxxxxx m• �,la.n a
Pomp Type(PTO,Engine,Electric) I�y
Pomp Power Requirement(hp)
I
TABLE 5 - Thrust Block Specifications'
Designer may.provide thrust block.details on separate sheet
THRUST BLOCK
LOCATION I AREA (sq.ft.)
90'Bend ( ,7 fr y
Dad End /If 3 FT "—
Tee ! / 13 r77
. I
I
• I
"See USDA-NRCS Field Once Technical Guide.Section IV,Practice Code 430-DD.
Irrigation Parameters USDA-MRCS
det67U95 , page-4 North Carolina

IRRIGATION SYSTEM DESIGNER
Name: �ii�rL`. /Q, f�Q,_// li�����•� �a
Company:
Address: _�.D, ,60-1(1 yg`9' ;�. 066iLe a Ili'.
Phone: /49/0 A$S— S's$!
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
1. - A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes,pipeline routes,thrust block
locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and Iateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system.
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for Irrigation Water Conveyance,
N.C. Field Office Technical Guide, Section IV,Practice Code 430-DD.
NOTE: A buffer strip feet wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and surface waters per DEHNR-DEM Code Section 15A NCAC 2B .0200-Waste Not Discharged to Surface
Waters.
Irrigation Parameters
06tc;1%r 5 page-5 USDA NRCS
North Carolina

- Narrative of Irrigation System Operation
Describe the operation of the system in the space provided below or on a similar sheet most convinient to the designer/supplier.
Include procedures such as start-up, shut-down,winterization and regular maintenance of all equipment.
VC. C �.t/ e v-e . - EEL. I`cre T /y
i i s L AA- GLee;/J ro '
nor
i
lineation Parameters USDA-NRCS
Ocfo 195 ,. Pag" North CarolIn

it I
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l `
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...............................................
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D
BOBBY SHOLAR ./� �I f a v��
2
• r ti�w r
ROUTE , BOX 332A �' � �\,
WALLACE, NC E8466
3--1224
� 1
MURPHY HOUSES
SINCE THIS FACILITY IS BEING CONSTRUCTED IN A FIELD
CONSIDERED TO BE "PRIOR CONVERTED WETLANDS", A PERMIT FROM
THE ARMY CORP OF ENGINEERS MAY BE REQUIRED. IT IS THE
LANDOWNER' S RESPONSIBILITY TO ACQUIRE ANY NEEDED PERMITS.
s a SR 477 2j*ilc3Plo% Wook —�
o
J

Operator: _____--- —_______ ________ ________:Bobby Sholar
County:__ ________ ________ ________ _______ Duplin
Date:____ ________ ________ ________ ________: 05/04/05
Dist.to nearest residence (other than owner): 0 ft.
sows (farrow to finish):===
sows (farrow to feeder):eder):___
head (finishing only):===__ ________ ________: 3672
sows (farrow to wean):===__
head (wean to feeder):===_— -------- ------- 0
Ave. Live Weight for other operations(lbs.)=>
Storage volume for sludge accum. (cu. ft.):=>
Treatment Volume (min. 1 cu. ft./Ib.)===____> 1.0
25 Year-24 Hour Rainfall (in.)===_________> 7.5
Rainfall in excess of evaporation (in.)===__> 7.0
Drainage area of buildings & lots (sq. ft.)=>
Volume of wash water(gallons/day)====______>
Temporary storage period (days)_____________> 180
Freeboard ft. •----------------------------> 1.0
Side slopes (inside lagoon):________________> 3.0 ; 1
Inside top length (ft.):____________________> 315.0
Inside top width (ft.):_____________________> 320.0
Top of dike elevation (ft.):________________> 50.0
Bottom of lagoon elevation (ft.):==_________> 38.0
Seasonal high water table(SHWT) elev.(ft.):=> 43.4
Total required volume:===== 738578 cu. ft.
Actual design volume:====__ ___—____: 857109 cu. ft.
Stop pumping el.(> or= to 43.4 ft.SHWT)> 45.0 ft.
(> or= to 44.0 ft.Min.)
Required minimum treatment volume: 495720 cu. ft.
Volume at stop pumping elevation: 498141 cu. ft.
Start pumping elev.:===_____________________> 48.3 ft.
Volume at start pumping elevation: 790102 cu. ft.
Actual volume less 25yr-24hr rain: 794109 cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====> 179858 cu. ft.
Actual volume to be pumped:==> 291961 cu. ft.
La p-0^ 1`7f , ; 14- 5�'�n� M Qe S� e
�f G�

de.rlv�es soil Dof'lhl
• � : � � : Nor+l+
:Sd c bea►i n J A'fo r�► '�o�
SM
Al
40
N Z o -� --�. SM•S� S/1� S
0
3-14I-LIA
S/tt S j'►'1
yb•7 . 4-5 .S"
s•6 s f� �'� S1M
S�-
�oo'
/ r• 7-9 SIY1 S/Yl w, SC
4�•g : g"� s 37M Srn sc-
•. •y::�a . . SyYL �SJN SV�•
S�1
Li tS'
�..�... - ` fib.
--._. _i. _ -_- ....- -.- -._---._- .. .• .•... - �� �_ :'..: _ "mil/ -
G : . ..�qlZ : 47�6. ..... 'fb•� � .463: 1.C�!P�� : .yc6.6 • ,' ,
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2
NAME:ME: ' Bobby Sho PAGE/ ar . ,
' .ADDRES8:
TYPE AND SIZE 3~1224
OF OPERATION Murphy Houses
IV
DESIGNED BY ' M. E. Su88
DATE 6/13/90
APPROVED BY
DATE 41&-. ' ==
PERMANENT STORAGE
3672 Hogs x 135 | bs per hog 1 Cu Ft per | b . 495720 Cu Ft
TEMPORARY STORAGE .
�~-
4957Z0 | bo of animal w 1 . 21-5 cu. ft. of waste per day 120460 Cu Ft
per 1000 | bs of animal wt. x 180 days
RAINFALL LESS EVAPORATION ���� v �z - /^m��m
- w
~
7" X 100800 sq . ft " surface area per 12"per ft 58800 Cu Ft
NFALL - 25 YR. 1 DAY STORM
.511
100800 sq . ft" of surface area per 12" per ft . 63000 Cu Ft ��-
TOTAL STORAGE NEEDED 737980 Cu Ft
27333 Cu Yds
TOTAL STORAGE AVAILABLE 761940 Cu Ft ''^"
_
28220 Cu Yds
`
AMOUNT OF FILL DIKE 148188 Cu Ft
PAD ` 305373 Cu Ft
---------
TOTAL 453561 Cu Ft
SETTLEMENT 10% 45356 Cu Ft
` ~-------_
_. TOTAL AMOUNT OF FILL 498917 Cu Ft
^ 18478 Cu Yds
15,9
CUT TO FILL RATIO TOTAL EXCAVATION 579�30 Cu Ft
21457 Cu Yds
`^
� �
'
yr��\��'Zb A�r )��S ID -FOP T�� , � ^ ='B 1 1cf,

• PAGE
NAME:
OPERATION AND MAINTENANCE
s lagoon is designed for waste treatment with minimum odor
control . The time required for the planned fluid level to be
reached may vary due to so i 1 c►ind i t i ►.Ins , flushing operations , and
the amount of fresh water- added to the system.
Land application of waste water- is recognized as an acceptable
rnethod of disposal . Irrigation by center pivot, solid set or-
traveler is the - preferred and most efficient rnethl:Id to dispose of
the effluent from the lagoon. Care should be taken when ap.p lyi ng
waste to prevent damage to the crops and to prevent runoff from
the fields.
1"1-le f o I I ow i ng i terns are to be c a r r i e d out
1. . Beg i n pump-gout of the I agoc-n when f l u i d I eve I reaches i nvert
r;►f the outlet pipes or at a pre-determined elevation .
2. Stop pump-out before the lagoon depths is less than 6 feet
deep or at a pre-determined depth . (This prevents the loss of
favorable bacteria)
3. The recl„Irnmended arnount t►:1 apply per i r-r i ejat i I=►n is one inch,
and rna:: i murn recommended application rate is 0.5 inch pier, hour- .
It is recc--mended. th,a't. the treatment lagoon be prer_harge►:1 'to-.,
its capacity to prevent excessive ads►rs during beginning
<s .ages of the operation . Precharg i ng reduces the concentration of
the initial waste entering the lagoon thereby reducing odors .
Solids should he covered with water- at all times .
5. Keep vegetation on the embankment and areas around the I ag►i.-- ,
and buildings mowed .
Repta i r any -eroded areas and estab I i sh i n vex. etat i on .
7. The Clean !dater- Act of 1.977 prohibits the discharge of
po I I utants into) waters of the United States . The Department of
Natural Resources and Community Development (DNE'C:D) , Wastewate-r
Management Section, has the responsibility for enforcing the i s
law.
S. All surface water is to t o diverted frorn the lagoon t _ an
L.�� 1„1 1 Irl
adequate and stable Outlet .
CERT 11=I CATION:
I hereby certify that I under-stand the operation and maintenance
requirements stated above . Furthermore , I understand how many
acres are required in order to land apply the waste and that
the lagoon may have to be purnped .µ: or more times a year. This
design has been explained to me and I agree with all provisions
ted in the design . I a I sI:I certify that -there are no residence
than mine or my tenants ' within 750 feet of this operation .
I understand that compliance with this design Di'_1ES NOT prevent
someone frorn suing r e becat -en .:-f n i i sance or other* reas►_►ns .
Signature _ �_ -. Date ' _ __

'AME�:
4PP'ROXIMATE ANNUAL NITROG ,4 (N> AND PHOSPHORUS (P) PRuDUCTION
�
N: 86850 LB P: 25331 LB
TONS OF WASTE STORED: 7228
("\70RE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE ANALYZED
TO DETERMINE THE EXACT NUTRIENT CONTENT. THE NCDA LABORATORY
IN RALEIGH PERFORMS WASTE ANALYSES. YOU SHOULD CONTACT
AGRONOMIC SERVICES DIVISION
NCDA, BLUE RIDGE ROAD CENTER
RALEIGH N.C. 27611
PHONE: 919~733~2655
WHEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A
COVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION.
SOME OF THE EFFLUENT COULD BE USED FOR IRRIGATION PURPOSES
DURING THE GROWING SEASON.
LAND REQUIREMENTS FOR WASTE APPLICATION
3672 capacity Feeder to Finish operation-.
Land Avai 1 . Land Required ��x��m �~ 4
30.0 69.8 ac . of cropland planted to (*
15.0 32.3 ac . of coastal bermuda8rasa 'r~���� ��`� ��A
0.0 26.4 ac . of coastal bermuda8rass�Lhay
10.0 51 .4 ac . of fescue--grazed x �
� 4�w Lw
�
108.9 percent of } and required is available
_
0 sow Farrow to Feeder operation:
l-^nd Avai 1 . Land Required
0 0.0 ac " of cropland planted to corn
0 0.0 ac . of coastal bermuda8rasm--graze d
0 0.0 ac . of coastal bermuda8rass--hay
0 0.0 ac . of fescue--grazed
ERROR percent of land required / s available
-.
0 sow Farrow to Finish operation:
Land Avail . Land Required `
0 0.0 ac . of crop / and planted to corn
0 00a f
^ c . o coastal bermuda8r ass~~grazed
0 ' 0.0 ac . of coasta1 bermuda3rass--hay
0 0.0\ ac . of fescue--8razed
ERROR percent of land required is available
BEGIN PUMPING THE EFFLUENT WHEN
THE FLUID LEVEL REACHES bottom of outlet pipe
DO NOT LOWER THE FLUID ANY
LOWER THAN
� . 4 feet be / ow out / et pipe '
------------------------------
8ALLON8 TO BE PUMPED EVERY 6 MONTHS 1956965"3 gallons
EFFLUENT SHOULD BE APPLIED AT A RATE THAT WILL NOT CAUSE ANY
RUNOFF ONTO SURROUNDING AREAS OR LEACHING INTO THE GROUND WATER
RECOMMENDED APPPLICATION RATE IS 0.5 INCHES PER HOUR AND THE
MAXIMUM RECOMMENDED APPLIOATrON AMOUNT IS 1 INCH PER IRRGATIOM

. . .
. . .
. . . .
'NAM.E: PAGE 5
SEEDING SPECIFICATIONS
A TO BE SEEDED 3 AC.
ArPLY THE FOLLOWING
3000 LBS. 8-8-8 FERTILIZER
6 TONS DOLOMITIC LIMESTONE
300 BALES SMALL GRAIN STRAW
USE THE SEED MIXTURE .
INDICATED
C ) 150 LBS. FESCUE GRASS
( ) 105 LBS. OATS
( > 150 LBS. BAHIA GRASS
( ) 12 LBS. WEEPING LOVE GRASS
x 36 LBS. HULLED BERMUDA GRASS
< ) 60 LBS. UNHULLLD BERMUDA GRASS
�:rr I_,4C0dN IS �� ^ft-c& 4"mAn- o� '' �� ° '4 «
DIVERT ALL WATER TO A STABLE OUTLET
_
THE NEAREST RESIDENCE IS 1200 FT.
T.B.M. ELEVATION 50
DESCRIPTION Top of gate post hinge 50' south of sta F,0+00
-
VERY IMPORTANT - PLEASE READ CAREFULLY
-----------------~-------------~------
THE LAGOON AND THE ARE-A AROUND THE HOG HOUSES MUST BE SEEDED WITH
EITHER A TEMPORARY OR PERMANENT GRASS, DEPENDING ON THE TIME OF THE
YEAR, WITHIN THIRTY (30) DAYS FROM THE TIME THE BUILDINGS ARE COM-
PLETED AND READY FOR USE. (WE RECOMMD THAHAT THE LAGOON AREA, SIDE
SLOPES, DRAINS AND ETC. . AS WELL A8 THE SIDE SLOPES OF THE PAD BE
SEEDED WITHIN FIFTEEN ( 15) DAYS AFTER CONSTRUCTION. THE SOIL WILL
NOT DRY OUT AS MUCH IF SEEDED WITHIN THIS TIME FRAME WHICH WILL
RESULT IN A MUCH BETTER STAND OF GRASS. )

. DEPTH [AREA OF TOP + AREA. OF L"-PTTOlyl + 4 X AREA OF M I DSECT I CIN I
• _-_w-----.-_----.__
6.0 ='7
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-.%.(QLUME - --------- ---------------------------------------
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r r itr � \/ �r � .r .� \/ �� \/ .'� \/ �?710.0
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VOLUME - --------- _____________________________..-_______--_-_..._____
6.O 27
10.0 1 4571643
VOLUME = --------- --------
6.0 27
761940.0 CU. FT.
VOLUME =
27.0
VOLUME = 28220.0 C:U.YDS.
100800.0 s q. f t . �
737980.0 c u. f t. needed
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VOLUME - _.._I�l�:F'"I'f'�__ I:AfR�"A�.�_ .rOP._..�.._Ai�tif�:�A...I:.+F._.L:��i�C1"i��lYI._��__I.. . _ AREA_�__ .�.�..._'�:C D��F C:_f'7:i��l\!�I
EA E` I
6.0 27'
DEPTH I L x W + L X W + 4 X L 'K IA! 3
6 27
VOLUME _ --------- __________.______..___._._-_-.__.__..._.__.___.____________.___
27
VOLUME -
6.0 27
VCIL UME --
27„0
VOLUME = 27716.9 C:U u YDS.
ERROR c u. ft d needed
SIDE SLOPES :�p 1
4--s Tcu L,-r
w�s f�S F 3 o c �,�.31 `�

I�

I_ae-rator.-Bob Sholar County: DU 13 1 in Date: 10/19/94
i,. ance to nearest residence (other than owner) 1500. 0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x J.417 lbs. 0 1 bs
0 sows (farrow -to feeder) x 522 lbs. 0 1.13s
1224 head (finishing only) x J.35 lbs. 165240 1 bs
0 sows (farrow to wean) x 433 lbs. 0 1 bs
0 head (wean to feeder) x 30 lbs. 0 lbs
Describe other 0
Total Average Live Weight 165240 3.b ini
1 III14IIIUII REEQUIRED TREATMENT VOLUME OF LAGOON
Volume == J.65240 lbs. ALW x Treatment Volume (CF) /lb. ALW
Treatment Volume (CF) /lb. OLW == I CF/lb. ALW
VOILtme = 165240 cubic feet
3. STORAGE VO1, U1y1E-- FOR S1...U D(3 E A C C U 11 U I..A C)N
VOILtnie = 0. 0 cubic feet
E. TOTAL DESIGNED VOLUME
Inside top length f e e t) -- .................... 235. 0
Inside top width 170. 0
Top of dike elevation 104. 0
Bottom of lailoon elevation 93. 0
Fre oard
i9_4 <QD
Side slopes (inside 3. 0
Total design volume U.SillEj prismoidal f0'('MLtla
SS/END-1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3. 0 3. 0 3. 0 3. 0 229. 0 164. 0 10. 0
A I%'I--_A OF T 0 1:1
LENGTH * WI D TH =
229. 0 164. 0 37556 (AREA OF TOP )
AREA OF BOTTOM
LENGTH * WIDTH =
169. 0 1.04. 0 17576 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH 3F WIDTH * 4
199. 0 134. 0 106664 (AREA OF MIDSECTION 3F 4)
CU. FT. = [AREA TOP, + (4*ARC----A MIDSECTION) + AREA BOTTO113 DEPITIA/6
37556. 0 106664. 0 17576. 0 1. 7
Total Designed Volume Available 269660 CU. FT.

TEMPORARY STORAGE IREQUIREM
DRAINAGE AIREW:
Lagoon (top of dik.e)
Length * Width =
235. 0 170. 0 39950. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 39950. 0 square -feet
Design temporary storage period to be 180 days.
JA. Volume of -waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1. 37
Volume = 165240 lbs. ALW/1.35 lbs. AL.W x 1. 37 gal/day .1-80 days
Volume = 301838 gals. or 40352. 7 Cubic feet
Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day x 180 days storage/7- 48 gallons
Volume = 0- 0 cubic feet per CF
C. Volume of rainfall in excess of evaporation
Us-e period of time when •rainfall exceeds evaporation by largest amount.
1.80 days excess rainfall 7. 0 inches
Volume = 7. 0 in * DA / 12 inches per foot
Volume = 23304. 2 cubic feet

Volume of 25 year -- 24 hour storm
Volume == 7. 5 inches / 12 inches per foot DA
Volume = 24968. 8 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 40353 cubic feet
5B.. 0 cubic feet
5C. 23304 cubic -feet
D. 24969 Cubic feet
TOTAL 88626 Cubic feet
SUMMARY
Temporary storage 1.80 clays
Rainfall in excess of evii3orati.oii--=====----.-=====> 7. 0 inches
-25 year - 24 hour 7. 5 * nches
. 0 - eet
Side 3. 0 1
Inside top 1 en 9 > 235. 0 feet
Inside top 170. 0 feet
Top of dil..,.e 104. 0 feet
Bottom of lagoon elevati.on============--------------> 93. 0 feet
Total -required 253866 CU. f t.
Actual design 269660 CU. f t.
(Seasonal. 11ijIll watertable elevation (SHwT) ===> 0. 0 -feet
Stop pumping 100-. 1. feet fc
Must be > or * = to the SHW,r elev. ==----========> 0. 0 -feet
Must be > or :: to mi.n. req. treatment el. => 99. 0 feet
Required minimum treatment Volume==:.-===.---.-====> 165240 CU. f t.
Volume cit stop pumping eleyation====:========> 170370 CU. f t.
Start pumping 102. 1 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. -- 24 hr. r,_-Ainfalj==> 2 4 4 G 9.1 CU. ft..
Volume at start pumping elevation===========> 236806 CU. f t.
F(eqUired Volume to be I)ump*ed====:.-=--==-.=====,-.:==> 63657 CU. f t.,
Actual volume planned to be pUMped==========> 66436 CU. f t,,
err
Min. th icknes"'r. Of soi I "4-14.ner when required==> 1. 6 feet
DESIGNED BY:
5;v
I APPROVED BY:
l
DATE: 6 ef-9?1 DATE
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
commir-NTs

OPE-RAT 1:ON All D iviA I N*rENANCE PILA1*4
This lagoon is designed for waste treatment (permanent storage) and
180 clays of temporary storage. The time required for the planned
elrol 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. n1so
included is storage for the 25 year - 24 hour storm for the location.
The Volume of waste generated from a given )lumber 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 anYlUill pumping cycle., but this st*orage
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 mark.er must be installed at this elP 'LA
v tion
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. lyle'thods of application include solid set.,
center pivot, guns, avid t'(--avelinrl gUT) 3.rrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried OUtt
I. It is strongly recommended that the treatment lagoon be pre-.
charged to 1/2 its capacity to prevent excessive odors during
start-up. P-re-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 102. 1 as marked by permanent marker. Stop Pump-
out when the fluid level. reaches elevation 100. 1 . This -temporary
storage, less 25 yr- 24 hr storm, contains 63657 cubic •feet or
478154 gallons.

S H E E 1, 2 (are Ii?
4., ' 'The 'recommendc. maximum amount to apply p irrigation is
one (1) inch and the recommended maxi mum 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.
G. 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 utili.zation 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 (;Lean Water Aet (if 197*7 prohibits the discharge of
pollutants into waters of the United States. *The Department of
Environment, Health, and Natural Resources., Division of Env i ron---
mental Management, has the -responsibility for enforcing this law.

13 H E`E T J. OF 2
_01- w A s T d REAT TENT LAGOONS
SPECIFICATIM I- -� COIASTRUCTIO14 OF
------------------------------------------------------------------
FOUNDATION PRE-PARATION-N
------------------------
'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 *bile lines,
grades, and elevations Shown on the plans. Earth fill material shall
be free. Of material such as sod, -root-sq -frozen soil, stones Over
6 inches in diameter., and other objectionable material,, To the extent
they are suitable, excavated materials, (:,An 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. E-ach layer
will be compacted by complete coverage with -the hauling and spreading
eqU113111ellt 0*(% standard tamping -roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to coiisol.i date to the point that settlement is not -readily detectible.
NOTE THE SPECIAL. REQUIREMENTS FOR PLACEMENT 01:' LINERS IN THE LINER
SECTION OF THIS 1,*3PEC IF IC"AT ION. The embaiii-tment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include Fj percent for
settlemerit. Dikes over 15 feet in height and with an impoundment
capacity Of 10 acre—feet or more -fall under the jurisdiction of the 1--IC
Dam Safety Law. The height is defined as the difference in elevatiori
'from the constructed height to -bile downstream toe of the dike.
Precautions shall. be taken during construction to prevent excessive
erosion and -lied imentati on.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1. 6 ft.
NOTE: LINERS (PARTIAL. OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT So INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION, A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINEJ--ZS ARE REQUIRED rqy -THE SOILS REPOwT.
When areas Of U11SUitable 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 back filled
as specified to grade with a SCS approved material Ue - CL7 SC, CH) .
REFER 1*0 THE SOILS INVESTIGATION INFORIIIIATION IN THE PL_A1qS FOR SPECIAL
CONSIDERATIONS.

iI IL•::l:::(' I(? OF 2
So i.l% l i nc--.-'r mate•r i< sh a l.:l. c--,ome 'from <an a p 1)rovf borrow area. 'Th e
mirlinhtm 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 sail 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 `30 percent of the maximum ASTI1 D698 Dry Unit:
Weight of the liner material. .When smooth or hard, the previous lift
shall be sr.a•rified and moistened as needed before placement of the next
3.i'ft.
The single most important factor affecting the overall (..ompacted 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 secIucanc.e of equipment use and the routing of equipment in an estab—,
lisped pattern helps assure uniformity in the whole placement and
compaction process. F-or most: (:lay Snails, ct l;clmpillg or sheeps'foo-b
roller is the preferable type of compaction eClUi pment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be clone by using some type of energy dissipator (rocE:s)
or llsill.] flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional const•ructian specifications are
included with this C:al-lSt'ruc't.iall Specification..
CUToI,-I� T R E7NC:II
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 sha:l.l be seeded
to the planned type of vegetation as soon as possible after construe••••
t:ion according to the seeding specifications. 'Topsoil should be placed
an areas of the d i I•:e 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 the will be 'removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The the
trench shall be back f i l l eel and compacted with goad material such as
SC, CL, or CIA.

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NI, A.U 1:1%(:, 1, PAT(I:::I*_::I

.
'
^ ,
0or:Bobby Shola``���
N�" desCounty: Duplin Date: 08/04/95
stance to nearest residence (other than owner) ; 1500° 0 feet
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs" - 0 lbs
0 sows (farrow to feeder) x 522 lbs" B lbs
1224 head (finishing only) x 135 lbs. 165240 lbs
0 sows (farrow to wean) x 433 lbs° 0 lbs
0 head (wean to feeder) x 30 lbs. . 0 lbs
Describe other :
: 0
| otal Rverage Live Neight � 165240 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 165240 lbs. ALW x Treatment Volume (CF) /lb. ALW
Treatment Volume (CF) /lb" ALW � 1 CF/lb° ALW
Volume = 165240 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume � 0" 0 cubic feet
`TOTAL DESIGNED VOLUME
�r Inside top length (feet) ^~-~~~--~~~~~~--~---- 300^ 0
Inside top width (feet) ~---~~~--~~^---~^--~~~ 157. 0
Top of dike elevation (feet) ~~~~~~~~~~~-~~-~- 104° 0
Bottom of lagoon elevation (feet) "---~-~~`~~~ 94" 5
Freeboard (feet) ~~~^~~~~^-~-~~`-~---~---~~~~~ 1. 0
Side slopes (inside lagoon) ---------^~-~~~~~~ 3" 0 : 1
Total design volume using prismoidal formula
~
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3° 0 3" 0 3° 0 3" 0 294" 0 151 . 0 8" 5
'
^ AREA OF TOP
LENGTH * WIDTH �
294" 0 151" 0 44394 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH �
243. 0 100. 0 24300 (AREA OF BOTTOMY
AREA OF MIDSECTION
LENGTH * WIDTH * 4
268" 5 125" 5 134787 (AREA OF MIDSECTION * 4)
CU. FT° = CAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM3 * DEPTH/6
� -
44D94^ 0 134787° 0 24300° 0 1, 4
Total Designed Volume HvWfla61e 288265 CU. FT"
-

VIF-101RAIRY STORAGE RE-AUIRIED
DRAINAGE AREA:
Lagoon (top of dike)
Length u Width =-.
1300. 0 1.57. 0 47100. 0 scluare -feet
Buildings (roof and lot water)
0- 0 square -feet- Describe this area.
T 0 T A L D A 47100. 0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces & UT-ine F)rc)dLtCti.C)I*l in gal. /clay per 135 Ibm ALW 1. 37
Volume J-65240 lbs. ALW/1,35 lbs. ALW n 1. 37 gal/day 180 clays
Volume 303-838 gals. or 40,352. 7 cubic feet
.r" OlUme of wash water
This is the amount of fresh water Used -for washing floors or Volume
of fresh water used for a flush system. FIUSII systems that recirculate
-the lagoon water are accounted -for in A.
Volume 0. 0 gallons/day K 180 days storage/7. 48 gallons
Volume 0. 0 cubic -feet per CF
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.,
1.80 clays; excess rainfall. 7. 0 inches
Volume = 7. 0 in It DA -1 IE2 inches per foot
Volume = 27475. 0 cubic feet

^ .
�
. )olume of 25 year - 24 hour storm
Volume � 7. 5 inches / 1E-2 inches per foot * DA
Volume = 29437. 5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 40353 cubic feet .
5B. 0 cubic feet
5C. 27475 cubic feet
5D. 29438 cubic feet
TOTAL 97265 cubic fmet
8UMMARY
Temporary storaQe p�riod�==��====�====�=====� 180 days
Rainfall in excess of nches
25 year - 24 hour nches
Freeboard > eet
Side slopes========��=======================� 3.l�� o 1
Inside top 300. 0 feet
Inside top 157. 0 feet
� Top of dike mlevation > 104" 0 feet
Bottom mf laQmon elmvation==================> 94. 5 feet
Total required v0lu III
> 262505 Cu. ft. *
Actual design 28 8 P C-05 cu. ft. *
Seasonal high watertable elevation (GHW* 100. 0 feet
'.:%)tmp pumping 100" 5 femt *
Muot be ) or to the '%:)HWT 100. 0 feet
Must be~> or = to min. req. treatment e1. => 100" 5 feet
Required minimum treatment vmlume===========> 165240 cu" ft.
Volume at stop pumping mlevatimn============> 185436 cu. ft.
Start pumping mlev" =�========�==========�===> 102. 2 feet *
MUst be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall=*-*-:> 258827 cu. ft.
Volume at start pumping elevation===========> 253598 Cu. ft.
Required vmlume to be 87828 cu. ft. *
Actual volume planned to be pumped==========> 68162 cu. ft. *
Min" thickness of moil liner when required= t
DESIGNED BY: APPROVED BT:�� a-7x ~~
DATEo DATE: ��i&��x�
/����
NOTEo SEE ATTACHED WASTE UTILIZATION PLAN
0� COMMENTS:

OFIL.KET I Ol
%
OP I: AND FILON
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, we,.-%ther5 flushing operations, and the amount
of fresh water added to -the system.
The designed temporary storage consists of .1.80 days StOraEle 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. nod:
be a factor to consider in an annual. pumping cycle.) but this storarle
Volume must always be available.-
A maximum elevation is cleterillii­ied in each desicli-i -to beE L
IDUIllping and this j.15 Usually -the outlet illyert of pipe (s) -from
building (S) . If the Outlet l3j.pe is not installed at the elevation to
begin 13U111133.119, a permanent; marker Must be installed at -this elevation
to indicate when PUMpilIg Should begin. An elevation Must be established
'to stop pumping to maintain lag(:)on -treatment depth .
PumpinEl 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 eClUipment in order to apply waste without-
runoff or leaching.
( and appl ication of waste water i r i a c
s ecognzed as n aceptable
I"Ilethod of disposal. Methods of application include solid set;,,
center pivot, guns, and traveling [JUTI irrigation. Care ShOUICI be
takei-i 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-U13. Pre-charging reduces the concentration of *the initial
waste entering the lagoon thereby reducing odors. Solids shOUICI be
covered -with effluent at all times. When precharging. is complete,
flush buildings with recycled lagoon liquid. Fresh Water should not
be used for flUishing after initial. filling.
2. The attached waste Utilization plan shall be followed. This
plan recommends sampling and -testing of waste (see 41-kt-bachminit)
before land ap.plicatioi-i.,
3. Begin temporary- storage pump- OUt of the lagoon when fluid level
reaches -the elevation 1021. 2 as mark.ed by permanent marker. S t C)p punka-.
out when the fluid level. reaches elevation 100. 5 . This temporary
storage, less 25 yr- 24 hr starmv contains 67828 Cubic -feet or
507351 gallons.

4. The recommended maximum <:kmourIt' to al)ply per irrigation is
one (1) inch and ttie recommended maximum application -rate is 0. ::3
�.Inch per hour. Refer to the waste utilization plan for further detzai).s„
0. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annLially,. Vegetation should be fertilized as needed
to maintain a vigorous stand.
G. 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 vegef;ated buffer ii%'POUnd
Waste U'tilj.xati.oiJ fields adjacent: to perennial streams. Waste wit.:1.
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 •ri.ght-••of--ways.
9. 'flora Clean Water Act of 197*7 prohibits the discharge of
pollutants into waters of the United vita-(;es,, The Department of
E-Environment, Health,, and I%IatLt•r%a1. Ise<scai.�•rcc: , Division of Environ••••
mental. Management, has-ia the responsibility -for en•fo•rcing - this law..

, .
GHEET 1 OF 2
GPECIFICATIoils FOR CON8TRUCTION OF WASTE- TREATMENT LA(3OONG
-------~------------------------~-------------------------
��-OUNDATION PNEPARATIOM:
� -----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees.) logsv stumps, roots, brush, bouldersysod 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 emb�nkment and building pad shall be thoroughly loosened pr1or
to placing the first lift of fill material to get- a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----~--------------------~------~-
The completed excavation and earth-fill shall confmrm 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 diametery and other objectionable ma- terial. To the extent
they are suitablev excavated materials can be used as fill . The fill
shall be brouQht up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be c*ompacted by complete coverage with the hmuling 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 s*:?ttlement is not readily detectible.
rMOTE THE SPEC%AL REQUIREMENTS FOR PLACEMENT OF L%NfKRIS' IN THE LINER
ECTION OF THI8 8PECIF%CATION" The embankment of the laQoon mhall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall ino%ude 5 percent for
settlement. Dihes over 3.5 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 m-~all be taken during cmnstructi0n to prevent excessive
erosion and sedimentation"
LINER: ' THE MINIMUM REQUIRED THICKNEGG GHALL BE 1. 5
....................... -----------~-------------------------------~-----
NOTE: LINERS (PARTIAL OR FULL) ARE RIEQUIQED WHEN THE ATTACHED SO%L8
INVESTIGATION RI: PORT SO %NDlCATES OR WHEM UNsUIT#BLE MATERIAL IS
ENCOUNTERED DURING CON8TRUC%TIO1,1" A TYPICOL CROSG SECTION 01::* THE LINER
I8 INCLUDET IN THEE DEMIGN WHEN LINERS ARE REQUIRED BY THE SOILS R�PORT.
When areas of unsuitable material are encountered, they will be over---
excavated below finish grade to the specified depth as mmaeured
perpendicular tm the finish grade. The foundation shall be back-filled
as specified -to grade with a 8CG approved material Ue - CLvSCvCH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
N8IDENATIONS.

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^ .
SEEJp�}G SPECIFICATIONS
.--.......................................—........—
:EA TO BE SEEDED: 3. 0 ACRES
;P—THE GEED MIXTURE INDICATED AS FOLLOWSo
`^.�.0 LBG. FEGCUE GRASS AT 6O LB8. /ACRE
(BEST SUITED ON CLAYEY DR WET BOIL (3ONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE BRAIN AT 30 LB13. 1ACRE (NURSERY FOR FESCUE)
0"0 LBS. ' PENSACOLAv BAHIA GRASS AT 60 LBS" /ACRE
(GEE FO�TN�T� NO" -:i.) .
SEED%NG DATES.-. MARCH 15 TO JUNE 15
0. 0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
(GU) TED FOR M(* GT 80%1. COND%TIONG)
8EEDIN0 DATEG: APRIL 1 TO JULY 31
0.0 LBG. UNHULLED COMMON BERMUDA 8RAGG AT 10 LBS. /ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
120. 0 LBS. RYE GRASS AT 40 LBS" /ACRE (TEMPONANY VEGETATION)
SEEDING DATES: DECEMBER l TO MARc-H 30
LBG.
PLY THE FOLLOWIN8o
_
'(").0 LBS. OF 10-10-10 FERTILIZER (1000 LBS. /MCRE)
`
6. 0 TONS OF DOLOMITIC' LIME (2 TONS/ACRE)
300"0 BOLES OF SMALL GRAIN STNAW (100 BALES/ACRE)
- GURF AC E DRAINS SH OU LD BE INGTALLED PRIOR TO GEEDING. SHAPE
' DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
�LY LIM17 AND FE�*T%LIZER THEN DISK TO PREPARE A 3 TO 4 INCH
)OTH SEEDBED. APPLY SEE� AND F%RM GE�DBED W%TH A CULTIPAC�ER
SIMILAR APPLY MULCH AND SECURE WITH A MULCH
�HONING TOOL OR NETTING.
PENGACOLM BAH%AGBAGS IS SLOWER TO ESTr)BL%sH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIAv IT IS RECOMMENDEM THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED To PROVIDE COVER
UNTIL BAMIAGRAG8 IS EGTABLIGHED.

ni� iiNu rluu�t I INV EL = V
013 jJE
N
E
01
0
0
014 P4
` �15
M �
L1 I � o
nm
�j
0
.00,
0
T h�
-J SPLASH PAD ® O� 0 95' 8" ,PVC
F�EE 0 0.5
I AGOSK ELEVATION DAIfA INV OjBLD(
TOP OF DIKE EL = 104.00 INV O'LAG(
FINISHED BOTTOM EL/= 94.50
START PUMP EL = V02.20 s.G. LOW END 0
STOP PUMP EL = Y00.50 ■ / SUBGRADE
Os 07
` ^ 100' SEPAI
FROM-PUM
OO r
z� I
s
T
L3 �65 017 N
0
016
� o
06
CONTROL (POINT #2
'oo N 4567.5068
\ E 4967.8033
psi EL 101.07
\ yv

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

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

i
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach *any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kiWs, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach*surface waters?
g. Are. potable water wells in danger (either on or-off the property)?
h. How much reached surface waters?.
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and-the seriousness, of the sitution.
b. If spill loaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS*to contact local Helath Department.
d. Contact CEs; phone number - , local SWCD office phone number - -, and local
MRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of our choice to.begin repair or problem to minimize off-
site 9 p
site damage.
a. Contractors Name:
b. Contractors Address: 0
C. Contractors Phone: qfo - ags-- 39 7
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: R C S
b. Phone: g/o- �. 9 6 - a j a o q/o=a.g9- .4111
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

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

r."yy Manure Handling Accumulations of animal wastes () Remove spillage on a routine basis (e.g.7-f 0 day
Systems interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
(.} Provide for adequate drainage around manure stockpiles.
()Inspect for and remove or break up accumulated wastes
In filter stripes around stockpiles and manure handling
areas as needed.
The issues checked Hlertain to this operation. The landownerfintegrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
(Lan owner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27695-7613.
AMIC--November 11, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Jurce Cause BMP's to Minimize.0dor Site Specific Practices
Farmstead Swine production egetative or wooded buffers;
YRecommended best manag9ment'
Pr es;
ood judgment and common sense
Animal body surfaces Dirty manure-covered animals. () Dry floors
Floor surfaces Wet manure-covered floors (4,Sl'o"tted floors;
W#Vaterers located ovei slotted floors;
seders at high end of solid floors;
H-9—crape manure buildup from floors;
()Underfloor ventilation for drying
Manure collection pits. Urine requent manure removal by flush,pit
recharge,or scrape
Parital micorbial decomposition () Underfloor ventilation
Ventilation exhaust fans Volatile gases; ;��=,Cient
aintenance;
Dust air movement
Indoor surfaces Dust ashdown between groups of animals
(} Feed additives;
()Feeder covers;
() Feed delivery downspout extenders to
feeder covers
sh tanks Agitation of recycled lagoon () Flush tank covers
liquid whiles tanks are filling () Extend fill lines to near bottom of
tank ith anti-siphon vents
Flush alleys Agitation during wastewater nderfloor flush •
conveyanance
Pit recharge points Agitation of recycled lagoon ()Extend rechaid lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
Lift stations Agitation during sump tank filling (}Sump tank covers
and drawdown'
Outside drain collection Agitation during wastewater (} Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater () Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions Pier lagoon liquid capacity
Biological mixing C .ect lagoon startup procedures
Agitation Zinimurn
mum surface area-to-volume ratio
agitation when pumping
(} Mechanical aeration
()Pro an biological additives
Irrigation sprinkler nozzles High pressure agitation Ir: • to on dry days with little or no wind
Wind draft um recommended operation pressure
Pump intake near lagoon liquid surface
() Pump from second-stage lagoon
.%MOC•-November 11, 1996

rl" .orage tank or basin Partial microbial decomposition () Bottom or midlevel loading
.urface Mixing while filling ()Tank covers
Agitation when emptying ()Basin surface mats of solids
() Proven biological additives or oxidants
Settling basin surface- Partial micobial decomposition ()Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying () Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading ()Soil injection of slurry/sludges
spreader outlets Volatile gas emissions {)Wash residual manure from spreader after use
() Proven biological additives or oxidants
Uncovered manure,slurry Volatile gas emissions while drying (}Soil infection of slurry/sludges
or sludge on field surfaces ()Soil incorporation within 48 hours
{) Spread in thin uniform layers for rapid drying
(} Proven biological additives or oxidants
Dead animals Carcass decomposition L.)-Proper disposition of carcasses
Dead animal disposal Carcass decomposition () Complete covering of carcasses in burial pits.
pits (} Proper location/construction of disposal pits
Incinerators Incomplete combustion (} Secondary stack burners
Standing water around Improper drainage rade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
enure tracked onto public Poorly maintained access roads () Farm access road maintenance
ads from farm access
Additional Information: Available From:
Swine Manure Management;0200 Rule/BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge--Lagoon Treatment; EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Fluse--Lagoon Treatment; EBAE 129-88 NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet. NCSU-BAE
Controlling Odors from Swine Buildings;PIH-33 NCSU-Swine Extension
Environmental Assuranc Program: NPPC Manual NC Pork Produces Assoc
Options for Managing Odor;a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension
The issues checked ( ertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
1 certify the aforementioned odor control Best Managment Practices have been reviewed with me.
(L owner Signature)
AMOC--November 11, 1996

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

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

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

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

I
proper lagoon sizing,
mechanical solids separation of flushed waste,
gravity settling of flushed waste-solids in an appropriately designed basin, or
minimizing feed wastage and spillage.
Lagoon 'ludge 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.
Remov 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.
Regardl s of the method, you must have the sludge material analyzed for waste
constitue is just as you would your lagoon water. The sludge will contain different
nutrient d metal values from th-e 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 a tivity immediately and not resume until you are sure that the sludge.can be
removed i 'thout 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 liqui . 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 applicition of sludge will increase the amount of odor at the waste application site.
l Extra precaution should be us to observe the wind direction and other conditions which
could incr se the concern of neighbors.

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

MORTALITY MANAGEMENT METHODS
(check which method(s) are being implemented)
( ) Burial three feet beneath the surface of the ground within 24 hours
after knowledge of the death. The burial be at least 300 feet from
any flowing steam or public body of water.
(•--K Rendering at a rendering plant licensed under G. S. 106-168.7
( ) Complete incineration
( 1 In the case of dead poultry only, placing in a disposal pit of a size and
design approved by the Department of Agriculture.
( ) Any method which in the professional opinion of the State
Veterinarian would make possible the salvage of part of a dead
animal's value without endangering human or animal health. (Written
approval of the State Veterinarian must be attached)