240076_Permit Renewal Application 2019_20190410

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State of North Carolina
Department of Environmental Quality
Division of Water Resources
.Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30. 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
Nan-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 Watci Resources by no later than April 3,2019.
Please do nor leave any quesdon unanswereiL Please mEnh• aft information and make any necessary comecrtons below.
Application must be signed and dared by the PermiWer.
I. Farm Number: 24-0076 Certificate Of Coverage Number: AWS240076
2. Facility Name: State ImLliamt1&:2
3. Landowner's Name(cane as on the Waste Management Plan): Sudeline Holdings LIL
4: Landownees Mailing Address: 11 I�g�(,(�S lets e Rd
City: Tabor City _ State: NC Zip. 28463
Telephone Number. 9_tt!_:$,4Q-5131 Ext. E-mail:
5. Facility's Physical Address: 4223 Oideluthew Rd
City: Tabor City State: NC Zip: 28463
6. County where Facility is located: Columbus
7. Farm Manager's Name(if different from Landowner):
g_ Farm Managcea telephone number(include area code):
9. Integrator's Name(if there is not an Itnegralor,write"None"): Mumhv-Brown LLC
10. Operate,Nam.(OTC)- #9ltbaH-h-Smcks.. ✓WIAti<knn Phone No.: 219:661:2�%—. OIC 0: """
,<(y/e er k 9'/o 6913 9Z3,7 /oo1-7y7
11. Lessee's Name(if there is not a Lessoe,write'Note"),
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 7.344 _
Operation Tvnes,
fixi 4 Canis Da Peak" Omer Tvoka
Wean to Finish Daicv Calf Non Laying Chickens Horses-Horses
Wean to Feeder beiry Heifer Laying Cluekarw Horses-Other
Farrow to Finish MA Qry Pullets Sheep-Sheep
Feeder to Finish Ory Cow Turkeys Sheep-Other
Furrow to A'ean Reef Stocker Cnlf Turkey Pullet
Farrow to Feeder Reef Feeder
Boarlsmd Beef Broad Cow {Vet Foaltry
Ojos Odrer Non Laying Pullet
Other Layers

04/03/2019 02:04Ph1 i COX FURNITURE (JHSE PAGE 03/06
13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Lincr Type Estimated Design Freeboanl
Stmeturc Date (Clay,Synthetic, capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
3 93 104,544.00 19.50
z S Z9 108,900.00 19.50
Mats one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1.(1C(d)to the address below.
The CAWMP must ineludc the following components:
1. The most reccne Waste Utilization Plan(WUP).sieaed by the owner and a certified techttieal fipec(a6st,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
S. The waste application windows for every crop utilized in the WUP
It. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action.Plan
4. Insect Control Checklist aith chosen best managenreat practices noted
S. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also pmride any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
S. Operation and Maintenance Plan
If your CAWMP includes any wmpcncnLS 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 small one signed copy of the
application and all the CAR'MP items above to: 2019PermltRenewall2ncdmr.gov

04/03/2019 02:04PM i COX FURNITURE 14HSE PAGE 04/06
1 attest that this application has been reviewed by mr, and is accurate and complete to the best of my knowledge, 1 understand that.
if all required pacts of this application are not completed mid 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 143-215,66, any person who knowingly makes any false statement,
representation, or certification in aov application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section l001 provides a punishment by a tine of not more Ilion $1.0,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Nance of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal cxec:ntive officer ofthe corporation):
Nance: MC i 0 Titlo: /rGfr
signature: 544 he_ Le-,- Date:
Name: _. Title:
Signature: Date:
Nance: __.. Title:
Signature: __ Dan' ...
THE COMPLF.TED 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:(9)9)707-9100
Email:2019permitRenewal®ncdeor.gov
FORM: RENEWAL-STATE GENERAL 9212019

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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 beat least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of-the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEG under GS 15A NCAC
13B .0200.
El7 Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C.0102.
A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division(attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEG.
D 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).
Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
aMass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options;contact the Division for guidance.
• A catastrophic,mortality disposal plan is part of the fatality'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.
- — q 3 -1 g
5ignat arm owner/ nager Date
Signature of Technical Specialist Date

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oio
l�COOPERMK NAELS.REGAN a
seavwy
UNDA CULPEPPER NORTH CAROUNA
0119a r ra ntaai�laa[!tj►
February 27,2019
Statelitre Holdiugs LLC
State Line Fum#1&2
11158 Old Make Rd
Tabor City,NC 28463
Subjcct: Application for Renewal-if Co crra�,e for Expiring State General Permit
Dear Pernuttea:
Your facility is cunwdy approved for• oPeration under one of the Anh=1 Waste Operation State Nan-Dischargc General Pernits.
which expire on September 30. 2019. Copies of the new animal waste operation State Non-Discharge Gencral Permits are available
at)tins•1/dect nc novlabout'divisions/water-rm-) r cs water-ctualiW-NW.2nal•otrerations/a#b or by writing or calliog:
NCDEQ-DNVR
Animal Feeding Operations Prolzratn
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number.[phone]
to pXder to assure your continued c-ovcraE;c antler the M Non-Discharge General Permits Lou- must subroit an 30050ation for
=utt covetm tothe Division. Ezzclose.3 ill fm "Bauest foY Certificate of Coverage Fac'. CnaOdY ggvend by an
Exairing State Non-Discharge General EgMit" The apmlication f0 m moat be aomnleted. sirmed and returned by Aonl 3. 201%
Please vote that ,LQ11,must inctsde one_(l) ropy o,' t C ec1 AWmat !'YAste Management Plan L A.WN,[>Pi svi�tb_the
cemnleted sod signed aptallca-on form. : list of items llr�uded in the CAWMP cxm be found on �e z of the renewal
jolication forth.
Failure to reNerest renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under. a valid gcncral permit would constitute a violation of NCGS 143-215.1 and could
result is assessments of civil penalties of up to S25.000 per day.
If you havc any questions about the State Non-Discharge Gmcral Permits, the enclosed application, or any related MaItter please feel
freo to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
.Eon Risgeard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(wlo enclosures): V1'iltningM Re,'on C1tlicc,Water Quality Regional Operations Section
Columbus County Soil and Water Conservation District
AFOG Section Centrai Filer-AAWS240076
Mumby-Brown L1:.C1
monh caw gne vepo nmaot of Eovaaamentat Qudky 10h4-Q1an a!Warat tt rooa
512 N.SslMbory St.I less Mail Srrude Coster I FtolaiO,t'lortlt Cefohn8 776994636
�Z9.7{IT3t)t)0

Animal Waste Management System Operator Designation Form
WPCSOCC
/NCAC15A8F.0201
V Facility/Farm Name: �� lie N E ?�)2W 5 / y" Z Permit#: AWS o2Vh[)_7 Facility ID#: 2q -LCounty: C'e.Zw //u5
Operator IIn Charge(OIC) /1
Name: Jooul-Van //�yl& 6X
First Middle Last Jr.Sr.etc. �7 /
Cert Type/Number: A5)0�6_7e17 Work Phone:( 1 C� q
Signature. .////� Date:
"I certify that agree to my designation as the Operator in Charge for the facility noted.I understand and will abide by the rules and regulations
pertaining to the responsibilities set forth in 15A NCAC 08F.0203 and failing to do so can result in Disciplinary Actions by the Water
Pollution Control System Operators Certification Commission"
Back-up Operator In Charge(Back-up OIC) (Optional)
Name:
First :Middle Last Jr.Sr.etc.
Cert Type/Number: Work Phone: ( 1
Signature: Date:
"9 certify that 1 agree to my designation as Back-up Operator in Charge for the facility noted.1 understand and will abide by the rules and
regulations pertaining to the responsibilities set forth in 15A NCAC 08F.0203 and failing to do so can result in Disciplinary Actions by the
Water Pollution Control System Operators Certification Commission."
Owner/Permittee Name: LC
Phone#: �fG �y� � Fax#:
Signature: X Date: 02 S
Owner o thorized np
Mail,fax or email the W PCSOCC, 1618 Mail Service Center, Raleigh,NC 27699-1618 Fax:[phone]
original to: Email:certadminna edenr.eov
Mail or fax a copy to the Asheville Fayetteville Mooresville Raleigh
appropriate Regional Offlee: 2090 US Hwy 70 225 Green St 610 E Center Ave 3800 Barrett Or
Swannanoa 28778 Suite 714 Suite 301 Raleigh 27609
Fax:[phone] Fayetteville 28301-5043 Mooresville 28115 Fax:[phone]
Phone:[phone] Fax:[phone] Fax:[phone] Phone:[phone]
Phoen:910.433.3300 Phone:[phone]
Washington Wilmington Winston-Salem
943 Washington Sq Mall 127 Cardinal Dr 450 W.Hanes Mall Rd
Washington 27889 Wilmington 28405.2845 Winston-Salem 27105
Fax:[phone] Fax:[phone] Fax:[phone]
Phone:[phone] Phone:[phone] Phone:[phone]
(Retain a copy of this form for your records)
Revised 05-2015

Notification of Change of Ownership
Animal Waste Management Facility
(Please type or print all information that does not require a signature)
In accordance with the requirements of 15A NCAC 2H .0217(a)(1)(H)(xii)this form is official notification to the Division of
Water Quality(DWQ)of the transfer of ownership of an Animal Waste Management Facility. This form must be submitted
to DWQ no later than 60 days following the transfer of ownership.
General Information: CC
Name of Farm: J 1 � Facility No:
�/ s q/0 SNO Y13r
Previous Owner(s)Dame: Ct .5 ,, nn� Phone No:
New Owner(s)Name: S' /kd_ #o t GL� Phone No:
Mailing Address: ///Sx �q� ��'�+ e /ez1ar !26 PC- alm 3
Farm Location. Latitude and Longitude: County: C-64 *5
Please attach a copy of county road map with location identified and describe below(Be specific:road names,directions,
milepost,etc.):
Overation Description:
Type ofSwine No.ol'Animals Type otPoultry No.ofAnimals Type ofCatt/e No.ofAnimals
❑Wean to Feeder ❑Layer ❑Dairy
4 Feeder to Finish 73yy ❑Pullets ❑Beef
Farrow to Wean
❑Farrow to Feeder
❑Farrow to Finish Other Type ol'Limstock Number ofAnimals.
❑Gilts
❑Boars
Acreage Available for Application: O Required Acreage: '5 6' o
Number of Lagoons i Storage Ponds: Total Capacity: /y9yL67 Cubic Feet(0)
Owner/Manager Agreement
I kwe)verify that all the above information is correct and will be updated upon changing. I(we)understand the operation and
maintenance procedures established in the Certified Animal Waste Management Plan(CAWMP) for the farm named above
and will implement these procedures. I (we) know that any modification or expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a permit modification before the new animals
are stocked. I (we) understand that there must be no discharge of animal waste from the storage or application system to
surface waters of the state either directly through a man-made conveyance or from a storm event less severe than the 25-year,
24-hour storm and there must not be run-off from the application of animal waste. 1(we)understand that this facility may be
covered by a State Non-Discharge Permit or a NPDCS Permit and completion of this form authorizes the Division of Water
Quality to issue the required permit to the new land owner.
Name of Previous L d wner: o+C S c JCS
Signature:._ Date: !S /V!r,
Name of NvZa7n, er: 7� ev— `iL C-
Signature: Date:_ hS 1 16
Name of IN�anager(ifdi entfromo ner):
Signature: Date:
—
Please sign and return this form to: N.C.Division of Water Quality
Aquifer Protection Section
Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh,NC 27699-1636
November 1,2004

Nutrient Management Plan For Animal Waste Utilization
06-01-2018
This plan has been prepared for: This plan has been developed by:
.State line Farin (24-76) RmMIL' G. KennedY.k.
Kvk a. Cn.x :Igrimcnt .Services. hw.
PO Box 19,E1 PO Bor 1096
It'hiteville, R'C 18472 Beulorilte, NC'18+518
f 9101 6d0-2912 '.i_'-�68'-'0)4,
veloper signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
1 (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
w ste utilization plan for the farm named above. 1 have read and understand the
Required SPecificaliuns concerning animal Nvaste management that are included with
this plan.
i
siatlature foal Da1C
signature on.mager or Produced Date
This plan meets the ntininuun standiirds and specifications of the U.S. Department of
Agriculture- Natural Resources Consery a1 ion Sets ice or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By. C ( /
Te micnl Specialist Signouur Dale
"'16J Database Version 4.1 Date Printed: 06-01-2018 Cover Pa,e 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 6,807,888 gals/year by a 7,344
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 12271
Incorporated 14726
Injected 14726
Irrigated 12271
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs)* Applied (lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 12,271 18749 -6,478 10,401,696 -3,593,808
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.
222164 Database Version 4.1 Date Printed: 06-01-2018 Source Page 1 of 1

Narrative
6/1/2018
Historical rates used from waste plan amendment completed by Kevin Weston on 2/18/1999. Irrigation
acres are from irrigation system designers Kevin Weston and Brian J.Gannon, P.E.
222164 Database Version 4.1 Date Printed. 06- _ rr Page 1 of 1 01-2018 Narrative g

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,
where avai lab le.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
6590 10 3.25 3.25 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
6590 11 3.25 3.25 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
6593 1 5.88 5.88 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
6593 2 5.21 5.21 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
6593 3 5.08 5.08 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
6593 4 5.89 5.89 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
6593 5 5.50 5.50 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
6593 6 5.37 5.37 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
6593 7 3.64 3.64 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
6593 8 3.64 3.64 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.75 ns
6593 9 1.58 1.58 N/A Lynchburg Small Grain Overseed . ns
Hybrid Bermudagrass Hay 5.5 Tons
UNI 12 4.70 4.70 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
UN 1 13 4.70 4.70 N/A Lynchburg Small Grain Overseed 1.0 Tons
I I T� Hybrid Bermudagrass Hay 5.5 Tons
PLAN TOTALS: 57.69 57.69
222164 Database Version 4.1 Date Printed 6/1/2018
PCS Page I of 2
NOTE: Symbol*means user entered data.

LI Potential Leaching Technical Guidance
<2 Low potenti al 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).
222164 Database Version 4.1 Date Printed 6/1/2018
PCS Page 2 of 2
NOTE: Symbol*means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that wil l be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid Manu
PA Fert. (lbs/A) PA ManurcA Manure Manure Applied
Nutrient Nutrient NutrientA pplied Applied Applied (Field)
Reqd Applied pplied (acre) (acre) (Field)
(Ibs/A) (Ibs/A) (IbslA)
Source Total Use. Applic. Applic. 1000
Tract Field Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
6590 10 S7 Lynchburg 3.25 3.25 Small Grain Ovcrseed 1.0 Tons 10/1-3/31 50 0 0 1 Irrig. 50 27.74 0.00 90.15 0.00
6590 10 S7 Lynchburg 3.25 3.25 1-lybrid Bermudagrass Ilay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.56 0.00 495.83 0.00
6590 11 S7 Lynchburg 3.25 3.25 Small Grain Overseed 1.0 Tons 10l1-3/31 50 0 0 Irrig. 50 27.74 0.00 90.15 0.00
6590 11 S7 Lynchburg 3.25 3.25 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.56 0.00 495.83 0.00
6593 1 S7 Lynchburg 5.88 5.88 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 163.1 I 0.00
6593 1 S7 Lynchburg 5.88 5.88 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 brig. 275 152.56 0.00 897.08 0.00
6593 2 S7 Lynchburg 5.21 5.21 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 144.52 0.00
6593 2 S7 Lynchburg 5.21 5.21 Hybrid Bermudagrass Flay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.56 0.00 794.86 0.00
6593 3 S7 Lynchburg 5.08 5.08 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 140.91 0.00
6593 3 S7 Lynchburg 5.08 5.08 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.56 0.00 775.03 0.00
6593 4 S7 Lynchburg 5.89 5.89 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 163.38 0.00
6593 4 S7 Lynchburg 5.89 5.89 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 brig. 275 152.56 0.00 898.60 0.00
6593 5 S7 Lynchburg 5.50 5.50 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Inig. 50 27.74 0.00 152.56 0.00
6593 5 S7 Lynchburg 5.50 5.50 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.56 0.00 839.10 0.00
6593 6 S7 Lynchburg 5.37 5.37 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 148.96 0.00
6593 6 S7 Lynchburg 5.37 5.37 Hybrid Bcnnudagrass Flay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.56 0.00 819.27 0.00
222164 Database Version 4.1 Date Printed:6/1/2018 WUT Page 1 of 2

Waste Utllr »Sion Table fear 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid Manua
PA Fert. (Ibs/A) PA ManureA Manure Manure Applied
Nutrient Nutrient NutfientA pplied Applied Applied (Field)
Reqd Applied pplied (acre) (acre) (Field)
(Ibs/A) (Ibs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
6593 7 S7 Lynchburg 3.64 3.64 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 100.97 0.00
6593 7 S7 Lynchburg 3.64 3.64 Hybrid Bcrmudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 brig. 275 152.56 0.00 555.33 0.00
6593 8 S7 Lynchburg 3.64 3.64 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 27.74 0.00 100.971 0.00
6593 8 S7 Lynchburg 3.64 3.64 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 1 275 152.56 0.00 555.33 0.00
6593 9 S7 Lynchburg 1.58 1.58 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 !frig. 50 27.74 0.00 43.83 0.00
6593 9 S7 Lynchburg 1.58 1.58 Hybrid Bermudagrass l-lay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.56 0.00 241.05 0.00
UN1 12 S7 Lynchburg 4.70 4.70 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 130.37 0.00
UN1 12 S7 Lynchburg 4.70 4.70 Hybrid Bermudagrass I-lay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.56 0.00 717.05 0.00
UN1 13 S7 Lynchburg 4.70 4.70 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 130.37 0.00
UNI 13 S7 Lynchburg 1 4.70 4.70 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.56 0.00 717.05 0.00
Total Applied, 1000 gallons 10,401.70
Total Produced, 1000 gallons 6,807.89
Balance, 1000 gallons -3,593.81
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.
222164 Database Version 4.1 Date Printed: 6/1/2018 WUT Page 2 of 2

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
6590 10 Lynchburg 0.50 1.0
6590 11 Lynchburg 0.50 1.0
6593 1 Lynchburg 0.50 1.0
6593 2 Lynchburg 0.50 1.0
6593 3 Lynchburg 0.50 1.0
6593 4 Lynchburg 0.50 1.0
6593 5 Lynchburg 0.50 1.0
6593 6 Lynchburg 0.50 1.0
6593 7 Lynchburg 0.50 1.0
6593 8 Lynchburg 0.50 1.0
6593 9 Lynchburg 0.50 1.0
UN 1 12 Lynchburg 0.50 1.0
UN 1 13 Lynchburg 0.50 1.0
222164 Database Version 4.1 Date Printed 6/1/2018 IAF Page 1 of 1
NOTE: Symbol*means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source,the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be
used for sludge application. If this is not possible,care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes,phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge-Standard
Corn 120 bu 150 14.69 82.50 164.99 247.49
Hay 6 ton R.Y.E. 300 29.38 41.25 82.50 123.75
Soybean 40 bu 160 15.67 77.34 154.68 232.02
222164 Database Version 4.1 Date Printed: 06-01-2018 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
ty
rS!ya!iIabIe1
iFameeeder-Finish La
oon Li uid Desi n Stora a Ca aci Da ste1 180
Plan Year Month Available Storage Capacity(Days)
1 1 84
1 2 73
1 3 102
1 4 143
1 5 180
1 6 180
1 7 180
1 8 180
1 9 180
1 10 162
1 11 149
1 12 131
*Available Storage Capacity is calculated as of the end of each month.
222164 Database Version 4.1 Date Printed: 06-01-2018 Capacity Page 1 of 1
P ty g

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, MRCS 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).
222164 Database Version 4.1 Date Printed:6/1/2018 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
222164 Database Version 4.1 Date Printed:6/1/2018 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre-plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
222164 Database Version 4.1 Date Printed:6/1/2018 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate-determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5)years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
222164 Database Version 4.1 Date Printed:6/1/2018 Specification Page 4

Crop Notes
The following crop note applies to field(s): 1, 10, 11, 12, 13, 2,3,4, 5,6, 7, 8,9
Bermudagrass Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 1, 10, 11, 12, 13, 2, 3,4, 5, 6, 7, 8,9
Small Grain: CP, Mineral Soil, low-leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety"green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
r111
222164 Database Version 4.1 Date Printed: 06-01-2018 Crop Note Page 1 of 1

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1?1'+,�i!� . •�_� �. �r. �.• `�C. .,S i t -I �4w�r mil. � '� '

IRRIGATION SYSTEM DESIGN-PARAMETERS
-+
LandownerlOperator Name: Darrell Slocics -rr,/ M 1 Is.. !mil S -�� Lj hC 1"�-�1'�"— County: Columbus
Address: Ri.3 Box 217 Taber City,North Carolina 28463 _ Date-51I188: +
Telephone: (910)
TABLE 1 -Field Specifications
Approximate Maximum
Maximum Maximum Application
Usable Size Application per Irrigation
Field or Field Slope Rate Cycle
No. acres Soil Type % Cro s Inlhr inches Coimnents
1.6593/1-2 T6590/1 39 LynchbuiglCoxville 1-2 Coastal Bermuda overseeded with Rye 0.5 0.50
T659313-4 8.80 Lynchburg 1-2 Coastal Bermuda overseeded with Rye 0.5 0.60�

Table Z-Travelina Irrigation Gun Settings
Darrell Stocks
Rt.3 Box 217 Tabor City,North Carolina 28463
Columbus
(910)
AiaKa Bo e &T e o E ul ment: Npls,on 160 Series Sig Gun 0.1.05*Ring Nozzle)
Tract No., Equipment Setting
Field No. Application Travel Lane Welted Nozzle Operating Operating
& Traveling dun Rate Effective Effective Diameter Diameter Pressure Pressure
Line No. Speed fLlmin In.1hr Widlir ft Len lh ft feet in Gun(psi) Pumpsl Comments
T6593/111 2.78 0.333 225 1000 300 1.08 6D 108 A rox.9-10 a Iications needed or oar
T6593/1 212 2.78 0.333 210 1D80 300 1.08 60 108 Approx.9-10 a lications needed or ear
T6593/213 2.78 0.424 205 1080 300 1.08 6D 108 Approx.9-10 applications needed per year
T659311 &T659011 14 2.78 0.424 225 1140 300 1.05 6D 108 A rox.9-10 a cations needod er ear
T6593/1 2&T659011/5 2.78 0.333 210 1140 300 1.08 60 108 Approx.9-10 applications needod per ear
T6593/2&T6590/1 16 2.78 0.333 205 1140 300 I= 60 108 Approx.9-10 a2plicallons needed per year
T6593/3,417 2.78 0.333 225 705 300 1.08 60 1D8 A rox 9-10 a2plications needed per year
T6593/3,418 2.78 0.333 225 705 300 1.08 60 '108 Approx.9-10 apefications needed per year
T65931419 2.78 0.333 225 305 300 1.08 60 108 Approx.9.10 applications needed per yeaL
T659011110 2.78 0.333 225 630 300 1.08 60 108 Approx 9-10 applications nodded per year
T659011/11 2.76 0.333 225 630 300 1.08 60 103 Approx.9-10 up p licatlons needod par year

Table 4-irri anon S stem S ecifications
Darren Stocks
Rt.3 Box 217 Tabor City,North Carolina 2840
Columbus
(910)
Traveling Solid Set
Irrigation gun Irrigation
EFlowrate of Sprinkler(gpm) 182
hi
Operating Pressure @ Pump(ps) 108
Design Predpiration Rate(nJhr) 0.42Q(high)
Hose Length(feet) 865
Type of Speed compensation
pump Type{P'TO,Engine.EleWc,etc.)
Pump Powet Requirements
hp=Q-TDH139S0"Off.
Table 5-Thrust Block Specifications
Deasi ner ma provider thrust block details on another sheet.
6"Pipe
Thrust Block Area
Location (Sq.Ft.) Comments
F79O—degree bend
Mesad End
Tea
Ground Entry or Z pipe
A=((98-H-D--2)18)sin aR

IRRIGATION SYSTEM DESIGNER
Name: Brian J.Gannon, R E.
Company: North Carolina DEHNR-Division of Soil&water
Address: 127 Cardinal Drive Extension Wilmin on, North Carolina 28405
Phone; [phone]
Designed For: Darrell Stocks
Rt. 3 Box 217 Tabor City, North Carolina 28463
Columbus
(910)
�UIRED DOCUMENTATION
The following details of design and materials must accompany allI Includes hydrant locion designs: ations,travel lanes, pipeline routes, thrust block
1, A scale drawing of the proposed Irrigation system
locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horse power requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
computations used to determine tl�e size of thrust blocks and illustrations of all thrust block configurations required in the system.
5. P
g, Manufacturer's specifications for the Irrigation pump,traveler and spr;nkler(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 50 fleet wide or wider must be maintained between ttlis limits of the Irrigation system"and led perennial Surface
streams and surface waters per DEHNR-DEM Code Section 15A NCAC 2B r.0200-Waste Not g
Waters.

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
� =3 Landowner/Operator Name: Darrell Stocks r �`�S `Z County: Columbus
Address: Rt. 3, Box 217 � � i he t -YI'�
Tabor City, NC 28463 QaCe::: 115199
Telephone: [phone]
Table 9 -Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number (acres) Soil T e Slope% Crop(s) (Inlhr) (inches) Comments
Un-1 18 Ly 0-2 Bermuda/Small Grain 0.5 0.5

lb. et2
TABLE 2-Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 1030 Reel Rain w13" I.D.x 965'hose
Field No. Travel Application TRAVEL. LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
11 f,....•, .)
Hydrant No. (fVmin) (in/hr.) Len h(ft) (feet) (Inches) at Gun(psi) at reel(psi) Pattern Comments-Acres per pull
1 Z Un-1 2.92 0.37 :.a_ A S30 300 Z-— ::.A 64 90 300 4.70
(� Un-2 2.92 0.37 p` '' 930 300 ';t 08 i 60 90 300 4.70
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
9.39

Sheet3
NIA
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 (Inthr) (inches) at Gun psi at Hydrant(hr.) Comments-Acres per zone
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00

Sheet4
TABLE 4-Irrigation System Specifications
Traveling Solid Set
Irrigation Gun Irrigation
Flow Rate of Sprinkler WPM)
Operating Pressure a#Pump IEQDid;.r
Design Precipitation Rate(lnihr) 0.31
Hose Length(feet) 965 XXXXXXXX
Type of Speed Compensatlon Mechanical XX)(XXXXX
Pump Type(PTO,Engine, Electric) Engine
Pump Power Requirement(hp) 26.2
TABLE 5-Thrust Block Specifications
THRUST BLOCK
LOCATION AREA(sq.ft.)
90 degree bend 4.27
Dead End 3.03
Tee 2.12
Gate Valve 3.03
45 degree bend 2.30
Page 1

IRRIGATION SYSTEM DESIGNER -~ '�•�,.
Name: Micah Kevin Weston
Company: Murphy Family Farms y
Address: P.O.Box 759 Rose Hill, NC 28458
Phone: [phone] ext.4562
Required Documentationr�_
The following details of design and materials must,accompany all irrigation designs: : :
1. A scale drawing of the proposed Inigatlon 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 detemvne 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`t:e system
6. Manufacturer's specifications for the irrdgadon 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 snouid not be installed In lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25'cr wider must be maintained between the limits of the irigation system and all
perennial streams and surface waters per NC Statutes.

Sheet G
BARR&=PF EKHMM,ON DESIGN ND--QUAA_►TION
PARR ail STpC10-STATE L IE EARMS
DESIGN AND INSTALLATION OVERVIEW
This irrigation system is an addition to the existing system at this farm.This irrigation
system is designed with four inch,Class 200 PVC gasket pipe and schedule 80 fittings.
The system is designed to accommodate the flow velocities,flow rates and the pressure
requirements associated with a 1030 Reel Rain traveler. Air vents and thrust blocks are
to be installed as indicated on the drawings. Air vents will consist of using a 4"x 2"
saddle with a 2"galvanized threaded pipe and an AV 150. The thrust block areas havo
been calculated and are listed on sheet 4 in the plan. The design of this systems requires
the use of a 1.08"ring nov.le in the gun. Each pull has a specific are setting and travel
speed which:nest be used to achieve the desired application. This infcir-niention is given in
detail on sheet 2 of this design. A detail of the hydrant design is also included and
specifics the tyke and sire:of fittings. All pipe shall be installed with a minimuni ol'3W'
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 power unit arld
pump to be used should be a minimum of G"x 30' aluminum..A pressure gauge should be
installed on the discharge side of the pump where it can be seen during statitip of the
system.
SYSTEM START UP AND OPERATION
When setting up the reel,make sure it is level and the stabilizer legs are down and
secured. Engage the brake,then disengage the transmission. Pull out the hose at a speed
not to exceed 3 mph. Engage transmission before disengaging the brake. Prime the
pump and start engine at idle. Operate engine in a manner not to exceed 50 psi until it
solid stream of water is exiting the gun,air is out of die line and pressure is slowly
building on the gauge. Increase rpm's slowly until desired pressure is achieved. Set all
"Minphy"safety switches to insure immediate shutdown of system if a problem occurs.
Also,set the timer to shut off pump at the time a run will be completed—but, crake it a
practice to idle the system down instead of relying on the safety timer. Check all safety
switches on the reel after each start-up to insure proper operation. Read and review tits
manufacturers operator manuals for additional details on start-up procedures. Grower
should walk the artue pipeline periodically to check for leaks or potential problems.
WINTERIZATION
Disconnect both ends of all flexible hoses at the pump and the traveler. Remove drain
plug from gun curt and pull out hose at least half way to purge enough writer to protect
from freezing. Wind hose back onto reel and replace drain plug.

Sheet?
CALCULATIONS 47)
kI r Specifics o»s
Sprinkler Type: Nelson SR 150
Nozzle Size: 1.06 Inches
Sprinkler Pressure: 60 psi
Ftowrate(GPM): 182 gpm
Wetted Diameter: 300 feet
Lane Spacing&
Desired Spacing MY 70 %
Design Spacing(feet): 210 *PVC irrigation pipe normally comes in 20'pieces,
so round to the nearest multiple of 20.
Actual Spacing(feet): 200 feet
Actual Spacing(%): 67 %
Application Rate
Application Rate=(96.3xFlowrate)1(3.1415x(.9xredius)squared)
Design App. Rate= 0.31 in/hr
300 degree arc= 0.37 In/hr
220 degree arc= 0.50 in/hr
180 degree arc= 0.61 Whr
Traveller Speed
Travel speed=1.605 x Flowrate/Desked application amount x Lane Spacing
Desired app.(in.)= 0.5 Inches
300 degree arc= 2.92 Min
220 degree arc= 3.51 ftfmin
180 degree arc= 5.84 ftl nin
Velocity=A08 x Flowrate/pipe diameter squared feet/sec."
"For buried pipelines,velocity should be below 5 feet per second
Pipe size: 4 Inches
Velocity- 4.64 ftlsec.
Page 1

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POST OFFICE BOX 759 • ROSE HILL,NORTH CAROUNA 28458
' [phone]
�-
February 13 , 1995
r
Ms. Donna Register
District Conservationist
USDA - Soil Conservation Service
Co. Courthouse Annex Building
112 West Smith Street
Whiteville, NC 28472
Re: Darrell Stocks - 3672 Feeder to Finish 4.
Dear Ms. Register:
Enclosed for your review is the completed Animal Waste Management
Plan for the above referenced swine farm. Specific items included
in this package are as follows:
- Location Map
- ASCS Tract Map
- Soils Investigation Report
- Lagoon Design Spreadsheet
Operation & Maintenance Plan for Lagoon
Construction Specifications for Lagoon
Site Seeding Requirements
Earthwork Calculations
Site Plan with Construction Details
It is my understanding that the Was e Utilioo .1 > for this
farm will be developed for the grower by your office.
Please contact me at (910) 289-2111, ext. 4629 if you have any
questions concerning this package.

MURPH
POST OFFICE BOX 759 • ROSE HILL,NORTH CgROUNA 28458
[phone]
1 •
Sincerely:
M. Kevin Weston
Engineering Technician
MEW
Enclosures
cc: File
Darrell Stocks, complete package)
George Leaming, Murphy Farms Construction Dept. (site plan
only)
Dave Roland, Murhphy Farms Transporation Dept. (site plan
only)
E
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sapt-rattor:
MIMI%
Ust to n-2!arest residence (other than mu ter):
sows (iarrow to
,ows (farrow to feader): eder):
head (inishing onV)_===== 3672
G G aING (fat-row to-vivean).
head (Yvraeart to feeder)-=====
r
Ave. Lh-re WT,eightios other operaflons(lbs.) >
Storage volume for sludge accurn. (cu.fQ:=>
Treatment Volume (min- 1 cu.ft-/Ib > 1.0
25 Year — 24 Hour Rainfall (in-)== =-= 7.5
Ral nfal I in excess of evap o rati a n (in => 7.0
Drainage area of buildings & lots (sq. ft.)= 0.0
Vo I u m e 0 T'w a,&-.h v,r ate r (gallons/d ay) > 0.0
Temporary storage period (dar..) -4480
Frememboard 1.0
Side slopes (ins!do lagool-1): 3.0 : 1
Ins-I'de Itap lanc
350-0
Irrsido top width
Top of dike elevation (fQ:===== > 103.0
Bottom of lagoon elevation ft):===========> 9G.0
easonal ni
gh h water habIe(GHVVT; slev.ft):=> be-0
S hi g
0
Total required volume: 741OJ653 cu. ft. "TOTAL VOL C,K t*
tu
A 0jdeGj9nvoiurP.e:====== cu. ft. 102.73%
C J
.I
Stop pumping al. or = to 96.0 fL3HVM.-_• W-3
(--- or = to 9-9-0 ft.Min.)
FlequirGd minimum trsatrntsntvoluniG: 495720 Cu.ft. "THAT. VOL O.K.**
Voiume at stop purnping elev"on: 5045W cu. ft. 101 .79, c/.
Startpurnping
vo
lume at-s-tart pumping elution: 694077 cu- ft- :"STOW STOM. OXIIII
y '
Actual volurr.0% less 25yr-24 h I I ir alln: 6W3 13 cu. ft. 100.61%
NOTE: Verb;ti-ot temp. storage is adequate:
Req.volume to be pumped:====> 182308 cu.ft A-'*-rP..AP. VOL
AchA- volums to be pumped-.= > 189,489 cu. ft.
Jr
10
k

,{ c
t o r:DSTOKES 3G o;;nt'1; COLUMBUOS Date. �:�_3. L�
)ist, nce to nearer'': residence (other thar� G'1I1FP'} � 16-42"it, 0 feet
t
AVERf�GE LIVE WEIGHT (ALW)
0 sows -Cfarrow to finish) x 1417 lbs. _ 0 1bs
G souls (farrow to i'eeG�et•1 x �` Gbs
2 lbs, = lbs
367� heau (finishing only) x f3 9 lbs. - =�G�7�� l
0 sows (farrow to Wean) x 433 lbs. - 'Q! 'Abs,
2 head :wean to feeder) x 30 lbs.
Describe other �
3 atr-ii i!!+>--r`age i-.ive Weight = 4��7c� lbs
liliVllTiUM REQUIRED TREATMEti T VOL'UME LF LAGGa�3
Volume - 49E+720 lbs. AI.W x Treatment Volujmed.lr- !ib. AL4J
Treatmenv Voiume(CF)/ib. AL« = i CF/lb, A'LW
�r'G1LlE9e — 4957 0 `uric feet
3. STDRAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside -Ju length ffFe-)----------------------
350.0
Inside top width 30+'�.�
Too of dike elevation 4feetl--•._.__----...__...-___- 1a3.L
Lot,om of lagoon elevation :feet-------------- 93,10
Freeboard (feet) ----------------•------------•--- 1.0
`issue. slopes . inside lagoort,_.-_________--------- 3. i
i oiwal design volume usin3 arismoidai formula
SSIEND'i SSIENDE SS/SIDE ,;;/SIDES LENGTH WIDTH DEPTH
- 0 3.Q, 3. 344.Cri 294.A 9.0
AREA OF TOP
_ENGTIH * 'WIDTH =
344. ►_.Li �i�' ILA Z 1 t�-�` 1 ni�EA OF I_ir+
AREA OF BOTTOM
LENu T H t' 14I D T H = LL r�LL rr��((�j� /� u j y
L 4�a C9 •241b.21
ST 4'4'K.� tAREA OF �lrt t t� j l
AREA OF MI DSEC T 10N,
;_ENG<H x• IDTH � 4
J's!, =;.!. 7cs= r•('"r i ,t+ rL`ECT C'N fit)
r t- r. TO- +� •, v'T r-•r , !• -� IiR�H i��J 1 'U.J
! EAf;�n i r' y' �'f�r1 s Yi 1�..�Ju::..:e a u:i:
i Z It..+�•Li ..:.aJ.+:Sf:.Z
ii::3l sr,e�is:d YOL+:.:fib' 'J_. � tsls: f •.1 .

REQUI RED
Itl
DRAINAGE AREA;
Lagoon :top of dire`
Length Wid kh —
3J0.C 300.0 105000.0 square feet
B;.'s1lE i'�l -s
(ro+of and lot 'water))
0.0 square feet Dascribe this area,
tOTC DA 105000.0 square feet
Design temporary storage period to be 1.80 days.
N. Volume of waste produce"I
Feces urine prodQct i on in gal. !day per 135 1 b, q�.W 1.37
Volume = 49572.20 lbs. PLW135 lbs. ALW * 1.37 gal/day y80 days
vclu a = 905515 gals. or 121058.2 cubic feet
vaiu,�e oT :ti�►sh ; a:.Qr
This is the amount of fresh water u5ed far washing floors cr volume
C.•i f-f esh V1.'t'ter' asi, fc:r a flus;i `>ystem, FjLL ski =ystergs that ra-circulate
the lagoon water are accounted for in 5a.
Volume — ��.+�� gallons/day •r• 180, day, st-oragei r.4n gai i..ns
p_r C
Volume = 0-0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time, when rainfall exceeds evapora;.iar, iar nest- amount.
_80 days excess rainfall
: -- 7.0 inc�es
tioiZ.l.mie — 7.0 in DIA 7 ?L. inch s per: /Gzllt

1 •
of L- �trz.-ire 'f`i `iuur Stern
Volume = 7,5 i13Ctie1 1 i= inches perfo:,t x Dn
;.me = 6-62 .0 cubic feet
�rl, i iiCl:8 cubic feet
=6. G cubic feet
M 612%@ cubic feet
:.li'. 65625 cubic feet
TOTAIL 247933 cubic f e e t
�. =U."AM''R
Temporary storage period===_______=__ -_-'=j 14480 days
Rainfal? :Ln excess of evaporation======== -==) 7.0 inches.
5 year - 24 ho:Ur rair.fal l==_-___--__-______} 7.J inches
r��c,`3na -r:=--- ----------------_-=__--_: :.T. feet
j SidS 3.0 : I
e slopes______________________.-...-___-_-_=;
atnside too W1(it,t:=----_-•.__ .._-_..___-._____...._) 300.0 fee
Top of dike 03�.0 't'ete%
Bottom of lagoon elevation====______________) 93.Q2 feet
l otal required ti cll.:re=----__---------_---•_-_-> 743=L-3 cu. f �
Actual design vD"-'.-me====-_...======----=== ====y 761933 f�. �
Sea=,oria l high wa-er table elevaf iori (SHWT =r== % =" i
s v•
Stop pumping 99.3, feet
,Must be ) Gr = to h e Si-WT 9.3.0 fee'
gust be ; or = to min. req. treatgiLent el-=) 99.0 fee:
Required miilisum l.�'Ceatf WC�'!V iJG tS.lstle=-----= =S =�`}%J1, t;�. f::.
r l l!m e a is s t o p pumping p i it g elevation=='==========> ,.04588 c u. f 1G.
Stark pumpingi0la. eat �
Must be at bottom of freeboard & 25 yr. rainfall
Actual,' ol.kma less h}+ ' 1 ••pp..� 8ny,31`3
fi1..v LL�..t T LVt yr •�' L�� 1Srr. t`di1'�feit�``! V9:JJ1� r+'S.
+e Vit4�G at C a .r pumping i4�.t�%ClvZi.iji� ! C�4i.Ji. c-u
• 1
ec�aar'ec valume t•o be P._Jj11jPe =Z_ iLc30a CU. ft
f"{c4.eta v01 .jMe p an,.,e_) e. b� putripeu �8��1�i�f cu. Ala ^
rh1�'4ine5� of _i3: �Z^:ti` �ihen 'c�_i1y�t':- -i i.� fset..
h APPROVE
ur;i+... Lrtiit_:
_r ; .'
; r:L ri i T:-ii f1_D :::'raw 3 i-%Lris

LAGOON SITE SOILS INVESTIGATION
PROJECT: W/ COUNTY: Cz,,j,,,tsc46
FIELD INVESTIGATION BY: DATE: 2/117Y
SITE SKETCH
I
1 /no'
1P1
l�
BORING mom
DEPTH VUT BORING NUMBER AND PROFILE
SCALE -Z-
0.s•. arc,su.► .
l 5s-y A4017e.-v &
9- oA,csE .moo
6l-A ,r tiAY ZdAr^
M--py tile
BORING/SAMPLING METHOD; �Acrf/a� SIGNATURE:

l
LAGOON SITE SOILS INVESTIGATION
1
PROJECT: 2,.,e COUNTY: CoL.um FHS
FIELD INVESTIGATION BY. XLO DATE: 0/9y
SITE SKETCH
z Cur o�Ee
`Ja vj
irc
Fi
i'
BORING
DEPTH WT BORING NUMBER AND PROFILE
SCALE -T-
D - /1 O //fAn&e r4wor LoA
Z (auoe✓ fAw.oY Le.v r
Z'� 2•�wf .GL MraE Ccnr
f '" %O• DLPA..KiE Nf c0 CGA
p � l y SACK .voY GoAr^
3 - S' ybwf N6E NMv c y
BORING J SAMPLING METHOD: SIGNATURE:

URPHY J
FAMILY FAH MS +
June 14, 1995
Ms. Donna Register
District Conservationist
USDA-National Resources Conservation Service
112 West Smith Street
Whiteville,NC 28472
RE: Darrell Stocks Site #2 - 3672 Feeder to Finish
Dear Ms. Register.
Enclosed for your review is the completed Animal Waste Management Plan for the
above referenced swine farm. Specific items included in this package are as follows:
- Location Map
- ASCS Tract Map
- Soils Investigation Report
- Lagoon Design Spreadsheet
- Operation&Maintenance Plan for Lagoon
- Construction Specifications for Lagoon
- Site Seeding Requirements
- Earthwork Calculations
- Site Plan with Construction Details
It is my understanding that the Waste Utilization Plan for this farm will be developed
for the grower by your office.
Please contact me at (910) 289-211 I,ext. 4629 if you have any questions concerning
this package.
opol
Post Office Box 759,Rose Hill,North Carolina 28458,[phone],FAX[phone]

� l
Sincerely,
M.Kevin Weston
Engineering Technician
MKW.tbh
Enclosures
cc: File
Darrell Stocks, (complete package)
George Learning,Murphy Family Farms Construction Dept. (site plan only)
Dave Roland,Murphy Family Farms Transportation Dept. (site plan
only)

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unvya >CoIumbus
.fie, 05/08/95
-st.to nearest residence (other- than owner) : ft.
ws (far-row to -finish)
ws ('farrow to feeder) :===========R==
d (f finishing only) ------> 3672
(farrow to wean)
(wean to feeder)
q
e. Live Weight for athe-r operations(lbs. ) -> 0
orage volume for sludge accum. . (cu. . 'f't. ) :=> 0
eatment Volume (min. 1 cu. ft./l b,. )==«====> 1.0
Year -- 24 Hour Rainfall (in. >= --.__- ===-> 7.5
infall in excess of evaporation (in. )-==-w> 7.0
ainage area of buildings & lots (sq. f-t. )=> 0.0
fume of wash water (gallons/day) -_______W} 0. 10
mpora•ry storage period (days) 180
eeboa•rd 1.0
de slopes (inside 3.0 M 1
side top length (ft. ) :=W==-=-== = =--w ==> 290.0.
side top width (•ft. 372.0 .
p of dike elevation 103.2
ttom of lagoon elevation 93.2
asonal high water table(SHWT) elew. (ft. ) a=> 98.6
to 1 required vo 1 ume:=--::=-=w- ===> 747133 cu. f t w **TOTAL VOL O.K. **
tual design volume:--____-==____-> 786294 cu. ft. 105.24%
op pumping el. () or = to 98.6 ft.51-IWT) > 99.4
(> or = to 99.2 ft.Min. )
quired minimum treatment volume: 495720 cu. •ft. **TRMT. VOL O.K.**
lame at stop pumping elevation: 510275 cu. ft. 102.94%
art pumping elev. 101.4
lume at start pumping elevation: 704381 cu. ft. **STORM 2TOR. O.K.
J x1 volume less 25y•r-24hr •rain. 718869 cu. •f•t. 102.06%
l Verify that temp. storage is adequate:
Req. volume to be pumped:====) 183988 Cu. ft. **TEIIP. VOL 0.K.**
Actual volume to be pumped n -) 194105 cu. ft. 10 5.50%
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s �y 1111

1perat.ar:Darrel Stocks County IfCo lum bus Date 05/08/95
since to nearest -residence (other than owner) 0. 0 feet
AVERAGE LIVE WEIGHT (Al-W)
0 sows (farrow to finish) x J.417 lbs.. 0 1 bs
0 sows (farrow to feede-P) x 522 lbs. 0 3.bs
3672 head (finishing only) x 3.35 lbs. 495720 lbs
0 sows (farrow to wean) x 433 1 b-2-.. 0 lbs
0 head (wean to feeder) x 30 lbs" 0 lbs,
Describe ether 0
Total. Average Live Weight 495720 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 495720 lbs. ALW x Treatment Volume(C'F) /lb. ALW
Treat*ment Volume(CF)/lb. ALW i CF11b. ALW
Volume = 495720 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume --: 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length 290.0
Inside top width 372.0
Top of dike elevation 103.2
Bottom of lagoon elevation 4-feet) 93. 2
Freeboard i.0
Side slopes 4inside 3. 0 1
Total design volume using p-pismoidal formula
SS/ENDI SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3. 0 264.0 366. 0 9.0
AREA OF TOP
LENGTH * WIDTH
284.0 366.0 103944 (AREA OF TOP)
AREA OF BOTTOM
LENGTH it WIDTH
P-301, 0 312. 0 71760 (AREA OF 13OTTOM)
AREA OF MID8ECTION
LENGTH WIDTH * 4
257.0 339.0 348492 (AREA OF MIDSECTION 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] DEPTH/6
103944. 0 348492.0 71760.0 1.5
Total Designed Volume Available 786294 CUI. FT.

TEMPORA (Y 'STORAGE REQUIRED
DRAINAGE AREA;
Lagoon (top of dike)
Length * Width =
290.0 372.0 1.07880.0 square -feet
Buildings (roof and lot water)
0.0 Square feet Describe this area.
TOTAL DA 107880.0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces 8 u•rine production i-r, gal./day per 135 lb. ALW 1. 37
Volume == 495720 1 ins. ALW/135 I bs. ALW 1. 37 gal/day 180 days
Volume = 9055-1115 gals. or 121058.2 cubic feat
Volume of wash water
� 1
This is the amount of fresh water used fo•r washing floors or volume E
of fresh water used for a flush 'system. Flush systems that recirculate
the lagoon water are accounted for in F.A.
Volume = 0. 0 gallons/day 180 days storage/7.48 gallons
.per OF
Volume = 0. 0 cubic feet
Volume of rainfall in excess .of evaporation
UtSe period of time when rainfall exceeds evaporation by largest awtount.
180 days excess •rainfall 7. 0 inches
Volume _ 7..0 in * DA / 12 inches pe-r foot
Volume = 62930.0 cubic feat
'� l

Volume of 25 year - 24 hour storm
Volume = - 7. 5 inches Y 12 inches per foot DA
Volume = 67425.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. IR1058 cubic feet
5B. 0 cubic feet
51C. 62930 cubic feet
5D. 67425 cubic feet
TOTAL 25t4131 cubic feet
SUMMARY
Temporary storage period====================) 189 days
Rainfall in excess of evaj:)o,ration======z--====) 7.0 inches
25 year - 24 hour 7.5 inches
1.0 feet
Side 3.0
Inside top 290.0 feet
Inside top wicith============================> 372. 0 feet
Top of dike 103.2 feet
Bottom of lagoon elevation=====" 93. 2 feet
Total required 747133 cu. ft.
Actual design 786294 cu. f t.
Seasonal high watertable ele-wation (,8HWT) ===> 98.6 feet
Stop pumping 99. 4 feet
Must be > or = to the SJAWT elev.==========> 98.6 f eet
IT'lust' be > or = to min. req. treat .ment el => 99. 2 feet
Required minimum. treatment Yolume===========> 495720 cu.. -ft.
. Volume at stop pumping elevation=============> 510275 Cu. ft.
Start pumping 101'. 4 feet
Must be at bottom of freeboard & 25 yr. •rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 718869 cu. ft.
Volume at start pumping e1eY,ation==z7-=======::::> 7043801 cu. ft.
Required volume to be 183988 C-U. -ft.
PlCtUiAl VOILMIC-1 plow-nned to be pumped-,:===:--=====> 194105 cu. ft.
Min. thickness of soil liner when required==> 1.5 feet
DESIGNED BY: ��� ApwVED BY:
9w,1z pr
DATE-. DATE-a (���,f��
-
NOTE: SEE ATTA.CHED WASTE UTILIZATION PLAN
C 0 0114 E I q T S

r
LAGOON SITE SOILS INVESTIGATION
COUNTY: i
PROJECT: 1jA�kEc.� Srou�s
FIELD INVESTIGATION BY: DATE: Y/-717
SITE SKETCH
l 6.............
.............
BORING
DEPTH WT BORING NUMBER AND PROFILE
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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.
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 ofpla nt 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 to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization
plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigate does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon
for any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty
action.
LAGOON MAWMNANCE
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 ' ' 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 side walls,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 side wall,baffles in the lagoon may be used to reduce the wave
impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has any of
these features,you should call an appropriate expert-familiar with design and construction of
waste lagoons. You may need to provide a temporary fix if there is a threat of a waste discharge.
However,a permanent solution should be reviewed by the technical expert. Any digging into a
lagoon dam with heavy equipment is a serious undertaking with potentially serious consequences
and should not be conducted unless recommended by an appropriate technical expert.
Transfer Pumps--- check for proper operation of
1 . recycling pumps
2. irrigation pumps
Check for leaks,loose fittings, and overall pump operation. An unusually loud or grinding noise,
or a large amount of v1ration,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 fiill 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 into 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. FM new lagoon design treatment volume at least half full of water before waste
loading begins,taking care not to erode lining or-bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible,begin loading new lagoons in the spring to maximize bacterial
establishment(due to warmer weather).

5. It is recommended that a new lagoon be seeded with sludge from a healthy
worldng swine lagoon in the amount of 0.25 percent ofthe full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
b. Maintain a periodic check on the lagoon liquid pR 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---miize budding water usage and spillage from
leaking waterers,broken pipes and wash down through proper maintenance and
water conservation.
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 ofthe 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.
'1 Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
• proper lagoon sizing,
• mechanical solids separation of flushed waste, gravity settbng of flushed waste solids in an
appropriately designed basin, or
• ' ' ' ' g feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Dire 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 sod incorporate.

• Dewater the upper part of lagoon by irrigation onto nearby cropland or forage land;mix
remaining sludge;pump into liquid sludge applicator;haul and spread onto cropland or
forage land;and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forage land;
dredge sludge from lagoon with drag line 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 forage land;and soil incorporate.
Regardless of the method,you must have the sludge material analyzed for waste constituents just
as you would your lagoon water. The sludge will contain different nutrient and metal values from
the liquid. The application of the sludge to fields will be limited by these nutrients as well as any
previous waste applications to that field and crop requirement.
When removing sludge,you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag-line operator will ensure that the lagoon liner remains intact. If
you see soil material or the synthetic liner material being disturbed,you should stop the activity
immediately and not resume until you are sure that the sludge can be removed without liner injury.
If the liner is damaged it must be repaired as soon as possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content than
liquid. Because ofthis 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 phosphorus, it should be applied only at
rates equal to the crop removal of phosphorus. As with other wastes, always have your lagoon
sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site. Extra
precaution should be used to observe the wind direction and other conditions which could
increase the concern of neighbors.
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.

.i"
EMERGENCY ACTION PLAN
PHONE NUMBERS 1 -900 -858 - 03co18
DWQ 910-
EMERGENCY MANAGEMENT SYSTEM 911
SWCD 910-. qjD—b4�- '2P9(
NRCS :90-
This plan will be implemented in the event that wastes from
your operation are leaking, overflowing, or running off
site. - You should not wait until wastes reach surface waters
or leave your property to consider that you have a problem. ,
You should make every effort to ensure that this does not
happen. This plan should be posted in an accessible
location for all employees at the facility. The following
are some action items you should take.
1. Stop the release of wastes. Depending on the
situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields - at an acceptable rate.
C. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field-actions
include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
C. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason (s) that
caused the runoff.
e. Evaluate the application rates for the fields
where runoff occurred.
C: Leakage from the waste pipes and sprinklers-action
include:
a. Stop recycle pump.
b. Stop irrigation pump.
C. Close valves to eliminate further discharge.

d. Repair all leaks prior to restarting pumps.
D: Leakage from flush systems, houses, solid
separators-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or
solid separators.
e. Repair all leaks prior to restarting pumps.
E: Leakage from base or sidewall of lagoon. Often
this is seepage as opposed to flowing leaks- _
possible action: T
a. Dig a small well or ditch 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.
2. Assess the extent of the spill and note any obvious
damages. � .
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what
duration?
c. Any damage noted, such as employee injury, fish
kills, or property damage?
d. Did the spill leave the property?
e. Does the spill- have the potential to reach surface
waters?
f. Could a future rain event cause the spill to reach
ir surface waters?
g. Are potable water wells in danger (either on or off
of the property) ?
h. How much reached surface waters?
3: Contact appropriate agencies.
a. During normal business hours, call your DWQ
(Division of Water Quality) regional office; Phone
910-486-1541• After hours, emergency number: 919-
733-3942. Your phone call should include: your
name, facility, telephone number, the details of

the incident from item 2 �above, the exact location
of the facility, the . location or direction of
movement of the spill, weather and wind conditions.
The corrective measures that have been under taken,
and the seriousness of the situation.
b. If spill leaves property or enters surface waters,
call local EMS Phone number ' 911.. •
C. Instruct EMS to contact local Health Department.
d. Contact CES, phone number 910-862-4591 , local SWCD
•• office phone number 910-862-6936, and local NRCS
office for advice/technical assistance phone number
.910-862-6936.
4: If none of the above works call 911 or the Sheriff's
Department and explain your problem to them and ask
that person to contact the proper agencies for you.
5: Contact the contractor of your choice to begin repair
of problem to minimize off-site damage.
" a. Contractors Name:
b. Contractors Address:
C. Contractors Phone:
6: Contact the technical specialist who .certified the
lagoon (MRCS, Consulting Engineer, etc. )
a. Name: 1� S
b. Phone:
7: Implement procedures as advised by DWQ and technical
assistance agencies to rectify the damage, repair the
system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
d4Bud*1rws Wwardlemgaetplan.des
as;It 12.96

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Speclflc Practices
Farmstead • Swine production gall Vegetative or wooded buffers;
O Recommended best management practices;
61" Good judgment and common sense
Animal body surfaces • Dirty manure-covered animals W Dry floors
Floor surfaces • Wet manure-covered floors W Slotted floors;
Waterers located over slotted floors;
O Feeders at high end of solid floors;
O Scrape manure buildup from floors;'
O Underfloor ventilation for drying
Manure collection pits • Urine; G' Frequent manure removal by flush,pit recharge,
• Partial microbial decomposition or scrape;
O Underfloor ventilation
Ventilation exhaust fans • Volatile gases; 153r, Fan maintenance;
Dust B"Efficient air movement
Indoor surfaces • Dust Washdown between groups of animals;
O Feed additives;
O Feeder covers;
eFeed delivery downspout extenders to feeder
covers
Flush tanks • Agitation of recycled lagoon O Flush tank covers;
liquid while tanks are filling O Extend fill lines to near bottom of tanks with
anti-siphon vents
Flush alleys • Agitation during wastewater O Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon 91"Extend recharge lines to near bottom of pits
liquid while pits are filling with anti-siphon vents
Lift stations • Agitation during sump tank O Sump tank covers
filling and drawdown
Outside drain collection • Agitation during wastewater O Box covers
or junction boxes conveyance
AMOC-November 11, 1996, Page 3

Source Cause BMPs to Minimize Odor Site Specific Practices
End of drainpipes at • Agitation during wastewater Mr Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces . Volatile gas emissions; lid Proper lagoon liquid capacity;
• Biological mixing; 1�Coriect lagoon startup procedures;
• Agitation O Minimum surface area-to-volume ratio;
Minimum agitation when.pumping;
O Mechanical aeration;
O Proven biological additives
Irrigation sprinkler • High pressure agitation; Irrigate on dry days with little or no wind;
nozzles • Wind drift
O Minimum recommended operating pressure;
&"'Pump intake near lagoon liquid surface;
O Pump from second-stage lagoon
Storage tank or basin • Partial microbial decomposition; O Bottom or midlevel loading;
surface . Mixing while filling; O Tank covers;
• Agitation when emptying O Basin surface mats of solids;
O Proven biological additives or oxidants
Settling basin surface • Partial microbial decomposition; O Extend drainpipe outlets underneath liquid
• Mixing while filling; level;
• Agitation when emptying O Remove settled solids regularly
Manure,slung or sludge • Agitation when spreading; O Soil injection of slurry/sludges;
spreader outlets . Volatile gas emissions
O Wash residual manure from spreader after use;
O Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions while O Soil injection of slurry/sludges
slurry or sludge on field drying surfaces O Soil incorporation within 48 hrs.;
O Spread in thin uniform layers for rapid drying;
O Proven biological additives or oxidants
Dead animals • Carcass decomposition W Proper disposition of carcasses
Dead animal disposal • Carcass decomposition O Complete covering of carcasses in burial pits;
pits O Proper location/construction ofdisposal pits
Incinerators • Incomplete combustion O Secondary stack burners
AMOC-November 11, 1996, Page 4

Source Cause BMPs to Minimize Odor Site Specific Practices
Standing water around . Improper drainage; tirade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter
Manure tracked onto . Poorly maintained access roads Farm access road maintenance
public roads from farm
access
Additional Information : Available From
Swine Manure Management; 0200 RuleBMP Packet NCSU,County Extension Center
'Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management: Pit Recharge-Lagoon Treatment; EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management: Underfloor Flush-Lagoon Treatment; EBAE 129-88 NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83 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 Assuti-ance Program; NPPC Manual NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns In Animal Manure Management:Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension
AMOC-November 11, 1996, Page 5

Insect Control Checklist for Animal Operations
Source Cause BWs to Control Insects Site Specific Practices
Liquid Systems
Flush Gutters • Accumulation of solids Flush system Is designed and operated
sufficiently to remove accumulated solids from
mutters as designed.
®' Remove bridging of accumulated solids at
discharge
Lagoons and Pits • Crusted Solids Maintain lagoons,settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6-
8 inches over more than 30%of surface.
Excessive Vegetative • Decaying vegetation Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
Dry Systems
Feeders • Feed Spillage Gir 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 W 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).
O Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
AMIC-November 11, 1996, Page 1

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

Mortality Management Methods
(check which methods) are being implemented)
: Burial three feet beneath the -surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
Rendering at a rendering plant licensed under G.S. 106-168.7
Complete incineration
Q In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture
0 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)
December 18, 1996