310364_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: 31-0364 Certificate Of Coverage Number: AWS310364
2. Facility Name: Kornegay Acres How
3. Landowner's Name(same as on the Waste Management Plan): Rodney Zollie Korneaav
4. Landownees Mailing Address: 1138 Red Hill Rd
City: Mount Olive State: NC Zip: 28365
Telephone Numbcr: 919-222-3650 Ext. E-mail:
5. Facility's Physical Address: 240 Popeve Rd
City: Mount Olive State: NC Zip: 28365
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): Phone No.: °1° 7Q "" - OIC#: 8
&y 7/7-ZZZ -3d�� 9?00/2-
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 2,448
Operation Types:
Swine Cattle Dry Poultry Other Tvugs
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)
1 CIL
' C� 9� '7 `p d 20.40
Mail one (]) 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: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, 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 I001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,
signature should be by a principal executive officer of the corporation):
Name: 1'� 1Nt / -;a //ON a Title:
Signature: ! Date:
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 0212019

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
❑ Q
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.10"03). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
Q ❑ A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services (G.S. 106-549.70).
Any method which, in the professional 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).
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.
j�saFaTp({•sr r ana Date
t- / `If
Signature of Technical Specialist Date

Nutrient Managenmit Plavi For Animal 'Waste Utilizatio.t]
02-25-2008
This plan has been prepared for- "I'llis plall hl."Is t'peeri de v e 10 1)C(11 i).i
Hug F
Zol'-'e Korne gqv ARCS
'I N Re,I Hill Rotid PO 15o.v 2,19
:14t. Oiivc, NC28365 Kenaj-,sville. "v*C 28349
-1 "
919-6--�8-64."'? 9 10-2 Q r 5 1_:f
Type of Plan: Nitrogen Offly Nvitil NNImiure Oniv
tn S .
Owner/Manager/Producer Agreement
I (-%%c) understand and agree to the specifications and the operation ant-1 maillte"Ilmoc, ol%.*'4'12611'e'
established in this nutrient management plan Which inchlde• all anima! Ivaste .m ;or
the farm named above. I have read and understand the
%vaste management that are included Nvith this plan.
-------------------
I
�W.Milturc(owner) )air
onawrc{manager or producOz
This plan meets the minimum st4indards and specifications of;lie I'.S. Department of
Natural Resources Conservation Sevvice or the standard of'practices adopted by the soil and 'O.*atel-
Conservation Commission.
Plan Approved By:
92309.2 Database %"CrSi011 Date Pr-MICC... Cj-"'--25-2008

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 f..iquid waste generate(] 2.11-69.296 gals/vear by a 21.448,
animal Swine Finishing Lagoon Liquid operation. This production facility has was—.e
storage capacities of approximately 180 days.
Estimated Pounds of.Plant Available Nitrogen Generated per Year
Broadcast 5227
Incorporated 8976
Injected 9885
lrrieated 5681
Max.Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus.'
PAN(lbs) Applied(lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 5,681 5762 -81 21-10 1,3199 -�?,10
-------------- ------ _..----- ---_ ..... .- - -----
Dote: In source ID,S means standard source,t.1 means user defined source.
Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this sobs
923092 Database Version 3.1 Date Printed- 02-25-2008 Source Page Page I of i

Narrative
This pian is written based on a 199 plan br, Billy Iloustoil.
This plan ij 'tivritlCn llSing e fectlN ly irrignited acres. based on -.tic ii-rigation de�i�(n
Kraig \VcsterbCek. The nitogen rate has been increased for 5111111a1 I'aii? Lo 75Ib�, pel'aCrc
00,
led
A
� r
3
Database Versioii

The table shown heloxv provides a summary of tine crops W,FOU111WIS 111"ludco tli Ow, plan for;!acll Cleld
are also provided I'(),each crop in the plan. In addition. the Indcx 1")" t-ach rWld Is ShoNN n. Mick"
Planned Crops SUMmary
Total t:seable
Tract Acres A,:res index f I-i) Soli 100
r
4568 i 1.91 1.911 Nor-lotk
If%
4568 2.15 2.15 N,A N v;1b:N-
4 i 0'S
Smaii i li-xil t P.er."Cvd
4568 4 3.58 3.58 NrA Nor"olk Sniali train ovCrSecd
4508 2.04 2.04 N;A ALIII)Yille Sma!:Oiawi()%rcrseedl
2.07 N,A Autrv,111c St"i.111 )vcrseed
IVI)Hd BC1111LIkILIVIRISS HIV,
WX 2,)
2 2.9-1
PLAN TO'I ALS.- 16.83 10 81
LI Potential Leaching Technical Guidance
Pott:111411 to contribute to soluble Norte
nutrient leaching below the root zt),le
,Mtxierale potential to contribute io solubi., Nutnent Maria2cmem ;hkltdif tic,11i.,wov-1
<= 10 nutrient leaching I)elo\% the r#-k)t zone.
high pomilial Io contribute 10 SOILjblc Nutrient \Oanagcment(59())si]OL[ld I-IC;)IMMCd ()thcr conservation the 11:1
flUtrient leaching below the root 1011e, avallahle water holding capacity wid mipiovc imirmli use 011CIC110 NIIIAIIII;)C :1 n11!11LIC-'
10 Fxamples are Gi\er(rops 13.40)it) ;Cak kmuc nutrients.Sod-fiascd Rt ltallon��I
L) (7-S►.and CLiVC-4-held pink nc stich as filter SiSteps193)anti 4,-1 !1:.!!1cr-
3(i)I
92.3092 Database Version 3.1 Daic 1"1_1111.eti 215 2,)08
'COTE: Symbol n-jearis user entered data.

The waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of(he number of acres ol•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 indicate(]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'rable Year 1
Nitrogen Comm. Res. Manure liquid Solid Liquid Solid
PA Pert. (Ibs/A) PA ManureA ,Manure Manure Nlanure
Nutrient Nutrient NuirientA pplied Applied Applied . Applied
11cq'd Applied pplied (acre) (acre) (Field) (Field)
(lbs'A) (lbsIA) (lbs1A)
Source Too) Use. Applic. Applic. 1000
Tract Held to Soil Series Acres Acres Crop KYE Period N \ N imct)lod N gaVA ions 1000gals tons
4568 1 S7 Norfolk 1.9! 1.91 Small Grain Oversced Lid Ious 10/1-3/31 *75 U 0 hrie. 75 29.96 0,00 57.22 0.00
4568 1 S7 Norfolk 1.91 1.91 Hybris!Bermudagrass I lay 6.5 Ton: 3/1-9/30 11305 O 0 Irrig,. 305 121.33 0.00 232.69 0.00
4568 2 S7 Norfolk -,.15 2.15 Small Grain Overseed !A Tons 10!1-3/3 1 50 0 0 Irrig. 50 19.97 0.00 42.9,1 0.00
4568 2 S7 Norfolk 2.15 2.15 tlybrid Bermudagrass Flay 6.5 !'ons 3!1-9/110 296 0 0 !n•ig. 296 118.24 0.00 25.1.20 0.00
4568 3 S7 Norfolk 2.10 2.10 Small(train Overseed 1.0•i'ons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 43.14 0.90
4568 3 S7 Norfolk 2.16 2.!6 1 Iybrld Bermuclagrass I lay 6.5 Tons 3/1.9/30 296 0 0 Irrig. 296 119.24 0.00 255.39 0.00
4568 5 Si Norfolk3.>F, 3.58SmallGraiiiOvesced LOTons IU/1-.i.'31 50 0 n h-ri, 50 19.97 f1.00 7 1.50 0.00
4568 4 S7 Norfolk 3.58 3.58 Hybrid lierniudagrasc Hay 0.5"Pons 3'1-9/30 296 0 0 trig. 296 119.24 0.00 423.25 0.00
4568 5 S7 Autryvillc 2.04 2.04 Small Grain Overseed LO Tons 1011-3131 475 O 0 Irrig. 75 29.96 0.00 bl.l I 0.00
4568 5 S7 Autryvillc 2.04 2.04 Hybrid Bennudagrass Hay 5.5 Tons 311!T!10 1275 0 U trig. 275 109.85 0.00 2240) 0.00
4568 6 S7 Autryvillc 2.07 2.07 Small Grain Oversced 1.111•funs 1011- 131 50 0 0 Irrig. i0 19.97 0.00 41.34 1100
•15(.,8 6 S7 Autry-villc 2.07 2.07 Hybrid Bcr111ut1agrass Iluy 5.5 Tun., 3'1AY30 2ol) (i 0 Irrig. Stir/ 1117.45 i).OU 222.42 UAO
S7 Autr•yvil!v 2.92 2.92 Small Grain Oversecd 1 U Huila 10 1-3/31 i0 U n Inn,. 50 10.97 000 >8.32? 0.00
lihl 7 S'1 Aulryv llr ?9? '_t12 I("i t ti!13crnluda�rtsr:Ha} `..5'l;n l ')"(f 2(.9 (t {rri (9 I is lilt
_
t1),t!)tl? I?aluhasr\'rrsicln '•.! Ihtl� 1'tinlccl: :'r'�'2lin.' 1-t'('I I'�lt'r ('ua'�� I ni

Waste Utiliz. Table car 1 w r
Nitrogen Comm. Rus Manure Liquid Solid Liquid Solid
PA Fert. (Ibs!A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutr)cntA pplied Applied Applied Applic!)
Req'd Applied pplied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (1hS/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop IM: Period N N N Method X udiA lons 1000gals ton;
Total Applied. 1000 gallons 2,301.40
Total Produced.1000 gallons 2,269.30
Balance,1000 gallons -32.10
Total Applied,tons :. ';':; 0.00
Total Produced.Ions 0.00
Balance,Ions 0.00
Notes: 1. In the tract column,—symbol means!eased,otherwise,owned. 2. Symbol "means user entered data.
')2",tlt)' Uataha; V'Cr'Zi)nl 3.! 1 Los I')inlctl: 1Vl i J

The Irri`,ation Appiication factors to eacl► tfeict to this plan are shown in tine iollowi►ig table. Infiltration •,::r c-- .\;,i c
applying«'aste nutrients through an LITi„oation system. you must apply at a rate that will not resttll in ntni�I . i h►� tank pre-\Oej
maximuni application rate per hour that may bL applied to each field selected to reu-ve u'astevvater. It al-;ci 1;s,,; the MaxuMun:
application ainottnt that each held may receive in any one application event
Irrigation Application Factors
Application Rats. oil
h-aet Field >oil Series {inches/hour)
4568 l Norfolk _ 0.�U
4565 ? Not-folk ------1----------- j
U.�{)
4568 Norfolk i _ i).50'"_
i
4568 4 Norfolk 0.50 l.l;
4568 ; Autryville l 0.60
4568 6 Autry ville 0.60 I {j
4565 ; Autryville 0.60
923092 Da abase Version 3.1 Date Printed 2/25.200S 1Al- I'auc Pai-,t:
''OTC:: Sy►131)01 *mc:uis 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 t6r each sourer.
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. Al 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]sigh.
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 Nvith 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 t
Crop PA-N Rate Application Rate Minimum Acres Nlinimum Acres �iini�»um Aczcs
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge -Standard
Corn 120 bin 150 13.16 30.61) 61.39 92.07
[Hay 6 ton R.Y.F. 300 26.32 15.34 30.69bean 40 bu 160
1-..04 28.; i7.54
tr- ------------- ---•-----
975092 Database Version 3.1 Date Printed: 02-23-2008 Sludge rage Page 1 of

Elie Available W'aste Storage Capacity table provides an estimate of the nuniber of days ofstora�.rc capacir, available
at the end of each month of the plan. available storage capacity is caicolated as the design storage capaciit i.i
r111nus the number of days of net storage volume accumulated. The start date is a value entered by 111. HSCt :nk :1
defined as the date prior to applying nutrients to the first crop in the plat;at \\h;ch storage volume m the
holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the detii��n
capacihr of the facility. Ifthe available storzige capacity is grater than tlic design stora�tle capa,:it�'. this inkirc.>>L�s thal
the plan calls for the application of nutrients that have not vet acCu111t11ated. If available storage capacit\ i,
the estimated volume of accumulated waste exceeds the design siorae.e volume ofthe structure. Linder
situations indicates that the planned application interval in the waste utilization plan is inconsistent %y oh the
structure's temporary storage capacity.
Available Waste Storage Capacity
Source Name Swine Feeder-Finish Las400n Liquid Design Storage Capacity
Start Date 9;1
180
Plan Year Month .Available Storage Capaclt. O)av?,1
1 1 ')4
1 2
1 i 4 -;
1 p
1 ;
,-
1
*Available Storage Capacity is calculated as of the end of each month.
923092 Database Version).1 Date Printed: 02-?-�-Zoo8 Capacity Pace Page i of i

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 appl the
waste. If the producer does not own adequate land to properly dispose Oct the
waste, he/she shall provide evidence of an agreement i%ith a landowner, who is
within a reasonable proximity, allowing him/her the use of the land for N%aste
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 if] 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.
.1 rPl� 4. Animal waste shall be applied to land eroding less than 5 tons per acre per ear.
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 IvIlere
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 "NVeather arrd
Climate in North Carolina" for guidance).
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.
-------
923092 Database Version 3.i - Date Printed: 25!2008
pecit�raut�n 4 a �

8. Animal waste shall not be applied to saturated soils, during rainfall a-*-ents, oi-
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.
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.
9233092 Database Version .l Date Printed- ' 25,200<< Spec II-Icatzon i'�

17. X protective cover of appropriate vegetation Neill be established on ali 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. Berns 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 ovs-n r 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.
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. P1-1 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.
----
923092 Database Version:.1 Date Printed: 2 2-:�'2J0

Crop Notes
The following clop note applies to f ield s?: ►. ?. -'.
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar, l to Mar. 31. Cover sprigs '" to f"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun In,-
wind. For Coastal and Tifton 78 plant at least 10 feu./ac in 3' rows. _Spaced 2' to 3' in the row. Generally_ a
rate of 30 bu/ac is satisfactory to produce full gl-oundcover in one or two years under good gyrowi;1 1
conditions. Tifton tton 44 spreads Slow])', so use at least 40 bu/ac in 1.5' to?' rows spaced 1' to 1.5'
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, pllospilc,rits.
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb 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 cu<<.
Reduce N rates by 25% for glazing. Refer to NCSU 'technical Bulletin 305 Production and U til IZL3t1011
of Pastures and Forages in North Carolina for more information or consult your regional agronon-Iisl or
extension agent for assistance. r
The following crop note applies to l`ield(s): 5. 6,
Bermudagrass Coastal Plain. Mineral Soil, Moderately Well Drained.
Adaptation: Well-adapted.
III the Coastal Plain, hybrid bermudagrass sprigs can be planted vlar. I to Mar. 3 I. Cover sprigs I- to> -3-
deep(1.5"optimal). Sprigs should be planted quickly after digging,and not allowed to dry in sun a;;d
wind. 1'or Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the ro«. Generally a
rate of 30 bu/ac is satisfactory to produce filll groundcover in one or tXo years under good afro«int_,
J
con itions. Tifton 44 spreads slowly. so use at least 40 bu/ac in 1.5' to 2' rows spaced I ' tc> 1. -For broadcast/disked-in sprigs use about 60 bu/ae. Soil test for the amount~ of lisle, phospi-10rus.
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb-'ac
the establishment year in split applications in April and July. For established stands apple 1 SO to 2.40
lb/ac N annually in split applications, usually in April and follokN ing the first and second hay cilt,.
Reduce N rates by 25% for grazing. Refer to NCSU "Technical Bulletin 305 Production and I.,ti?rzai!on
of Pastures and Forages in North Carolina for more Information or consult your regional aur-onon-,ist or
extension anent for assistance.
.----- -- -- - --- - ------ ----- --------- -----------------------
9' 092 Database Version 3.t Date PrifltCd: 02-25-2 008 Crop Note Page Page [ o t'-,

• Y
The follo�vithg crop Dote applies to ticld(s'1: I. 2. 3. -;
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rve tron-
October 15-November 20. For barley. plant 22 seed/drill row foot and increase the seeding rate by 5"141 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 thy
initial seeding rate by at least 100, when planting no-till. Oats should be planted at 2 bushels acre and
rye at 1-1 lit bushels/acre. Plant all these small grains at 1-1 1!2" deep. Adequate depth control i:;
essential. Review the NCSU Official Variety"green book" and information from private con-ipanie" to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no snore
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also he applied at
this time. The remaining N should be applied during the months of February-March.
The following crop note applies to fields s) 5. 6, i
Small Grain: C.P. Mineral Soil. medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rve from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5�) ';'or
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 lit bushels/acre. Plant all these small grains at 1-1 11/2" deep. Adequate depth control I'S
essential. Review the NCSU Official Variety "green book" and inibrnation from private companies to
select a high yielding variety with,the characteristics needed for your area and conditions. N- pply 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 I-ebrual-y-March.
-------------_-. . - .-..---.. - ---
923092 Database Version 3.1 Date Printed: 02-25-2008 Crop mote Page Page 2 ot"

Nutrient Management Plan For Animal Waste Utilization
11-01-2004
This plan has been prepared for: This plan has been developed by:
Donnas Hog Farm31364 Billv W Houston
Johnny W. Bell Duplin Soil& Water Conservation
328 Popeye Rol PO Box 219
Mt. Olive, NC 28365 Kenansville, NC 28349
919-658-2852 910-296-2120
-dip'-v
Develop 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 tht
farm named above. I have read and understand the Required Specifications concerning animal
waste management that are included with this plan.
�(147 1,1 . .,c J1 / J .:� - d i�
Sit tature(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of Agriculture-
Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water
Conservation Commission.
Plan Approved By: �✓
Teclu►ical SVecialist Signature ate
ro�� ---- ---------------------------------------------------------------------- ------------------------------ ------------------------------------------------------
23849 Database Version 3.1 Date Printed: 11 01-2004 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the following
source(s):
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder-Finish Lagoon Liquid waste generated 2,269,296 gals/year by a 2,448
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 5227
Incorporated 8976
Injected 9885
Irrigated 5681
Max. Avail. Actual PAN PAN Surplus/ Actual Volume* Volume Surplus/
PAN(lbs) * Applied(lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 5,681 5960 -279 2,380,569 -111,273
-----------------------------------e'----------------------------....e'-----------------------------------------------------------------------------------------
I�'ote: In source ID,S means standard source,[..�mean:user defined source.
*Max.Available PAN is calculated on the basis of the actual application methods)identified in the plan tier this source.
523849 Database Version 3.1 Date Printed: 11-01-2004 Source Page Page 1 of 1

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(Ln Soil Series Crop Sequence RYE
4568 1 1.91 1.91 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 6.5 Tons
4568 2 2.15 2.15 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 6.5 Tons
4568 3 2.16 2.16 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 6.5 Tons
4568 4 3.58 3.58 N'A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 6.5 Tons
4568 1 5 2.04 2.04 NiA Autrynille Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
4568 6 2.07 2.07 N!A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
4568 7 2.92 2.92 N,A jAutryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
PL.4\'TOTALS: 16.83 16.83
..Par ntiill Leucleing..;< Technical Guiclarice
Low potential to contribute to soluble None
<2 nutrient leaching below the root zone.
>_2& Moderate potential to contribute to soluble Nutrient Management(590)should he planned.
<= 10 nutrient leaching below the root zone.
High potential to contribute to soluble Nutrient Management(590)should he planned. Other conservation practices that improve the soils
nutrient leaching below the root zone. available water holding capacity and improve nutrient use efficiency should he considered. Examples
> 10 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 Butlers(391).
523849 Database Version 3.1 Date Printed 11 1 2004
PCs Pare Pace 1 of I
NOTE: Symbol*means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed to use
the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,and proper timing of applications to
maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products,
commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity
of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides
for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fcrt. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field II) Soil Series Acres Acres Crop RYE: Period N N N Method N gal/A Tons 1000 gals tons
4568 1 S7 Norfolk 1.91 1.91 Small Grain Overseed 1.0'1'ons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 38.15 0.00
4568 1 S7 Norfolk 1.91 1.91 Hybrid Bermudagrass Ilay 6.5 Tons *3/1-10/31 *325 0 0 Irrig. 325 129.82 0.00 247.95 0.00
4568 2 S7 Norfolk 2.15 2.15 Small Grain Oversced 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 42.94 0.00
4568 2 S7 Norfolk 2.15 2.15 hybrid Bermudagrass Hay 6.5 Tons *3/1-10/31 *325 0 0 Irrig. 325 129.82 0.00 279.11 0.00
4568 3 S7 Norfolk 2.16 2.16 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 43.14 0.00
4568 3 S7 Norfolk 2.16 2.16 (lybrid Bermudagrass Hay 6.5 Tons *3/1-10/31 *325 0 0 Irrig. 325 129.82 0.00 280.41 0.00
4568 4 S7 Norfolk 3.58 3.58 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 71.50 0.00
4568 4 S7 Norfolk 3.58 3.58 Hybrid Bermudagrass Ilay 6.5 Tons *3/1-10/31 *325 0 0 Irrig. 325 129.82 0.00 464.75 0.00
4568 5 S7 Autryville 2.04 2.04 Small Grain Overseed I.0'tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 40.74 0.00
4568 5 S7 Autryville 2.04 2.04 1lybrid Bermttdagrass Ilay 5.5"fans *3/1-10/31 *275 0 0 Irrig. 275 109.85 0.00 224.09 0.00
4568 6 S7 Autryville 2.07 2.07 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 41.34 0.00
4568 6 S7 Autryville 2.07 2.07 Ilybrid Bermudagrass I lay 5.5 Tons *3/1-10/31 *275 0 0 Irrig. 275 109.85 0.00 227.38 0.00
4568 7 S7 tit Ville 2.92 2.92 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 58.32 0.00
4568 7 S7 Autryville 2.92 2.92 Hybrid Bemiudagrass Ilay 5.5 Tons *3/1-10/31 *275 0 0 Irrig. 275 109.85 0.00 320.75 0.00
523849 Database Version 3.1 Date Printed: 1 I/l/2004 WUT Page Page 1 of 2

XWaste Utili. n Table ear 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source 'Total Use. Applic. Applic. 1000
Tract Field !D Soil Series Acres Acres Crop RYE Period N N N Method N gal/A 'funs 1000 gals tons
Total Applied,1000 gallons 2,380.57 ,•:�';= 6' '
Total Produced,1000 gallons 2,269.30
Balance,1000 gallons -11 1.27
Total Applied.tuns 0.00
Total Produced,tons 0.00
Balance,tons 'f 0.00
Notes: 1. In the tract column,—symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
523849 Database Version 3.1 Date Printed: 11/1/2004 WUT Page 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)
4568 1 Norfolk 0.50 1.0
4568 2 Norfolk 0.50 1.0
4568 3 Norfolk 0.50 1.0
4568 4 Norfolk 0.50 1.0
4568 5 Autryville 0.60 1.0
4568 6 Autryville 0.60 1.0
4568 7 Autryville 0.60 1.0
523849 Database Version 3.1 Date Printed l l/1/2004 IAF Page 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 Acre, Minimum Acres
lb/ac 1000 gal'ac 5 Year;Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge- Standard
Corn 120 bu 150 13.16 30.69 61.38 92.07
Hay 6 ton RY.E. 300 26.32 15.34 30.69 46.03
Soybean 40 bu 160 14.04 28.77 57.54 86.31
--- -- ----------------Database V r i--------------------------------------------------------------_------------------------------------------------------------------------
5_'38- e s on 3.1 Date Printed: 1 1 01-2004 Sludge Page Page 1 of

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 Waste Storage Capacity
Source Name Swine Feeder-Finish Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 71
1 2 48
1 3 55
1 4 58
1 5 60
1 6 63
1 7 65
1 8 67
1 9 103
1 10 143
1 11 129
1 12 114
*Available Storage Capacity is calculated as ot-the end ofeacli month.
(P-111 -------------------------------------------------------------------------------;-------.------------------------------------------------------------------------------
523849 Database Version 3.1 Date Printed: 11-01-2004 Capacity Page Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during operation
or land application. Any discharge of waste that reaches surface water is
prohibited.
2. There must be documentation in the design folder that the producer either owns
or has an agreement for use of adequate land on which to properly apply the
waste. If the producer does not own adequate land to properly dispose of the
waste, he/she shall provide evidence of an agreement with a landowner, who is
within a reasonable proximity, allowing him/her the use of the land for waste
application. It is the responsibility of the owner of the waste production facility to
secure an update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application, receiving
crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based upon soil type, available moisture, historical data,
climatic conditions, and level of management, unless there are regulations that
restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land eroding at more than 5 tons per acre per year but
less than 10 tons per acre per year provided grass filter strips are installed where
runoff leaves the field (see USDA, NRCS Field Office Technical Guide Standard
393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste application
Waste should not be applied when there is danger of drift from the land
application field.
6. When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to
conservation tilled crops or grassland, the waste may be broadcast provided the
application does not occur during a season prone to flooding (see "Weather and
Climate in North Carolina" for guidance).
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.
----------------------------------------------------------------------------------------------------------------------------------------------------------------------
523849 Database Version 3.1 Date Printed: 11/1/2004 Specification Page 1

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.
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.
------5--------------------------------------------------------------------------------------------------------------------------------------------------------------
238.19 Database Version 3.1 Date Printed: 11/1/2004 Specification Page 2

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.
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.
----------------------------------------------------------------------------------------------------------------------------------------------------------------------
523849 Database Version 3.1 Date Printed: 11/1/2004 Specification Page 3

Crop Notes
The following crop note applies to field(s): 1, 2, 3, 4
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain, hybrid bei-mudagrass sprigs can be planted Mar. I 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'%O 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): 5, 6, 7
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind.
For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of
30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions.
Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row. For
broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium
and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the
establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N
annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates
by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and
Forages in North Carolina for more information or consult your regional agronomist or extension agent for
assistance.
--------- Database V
----�--------------- - - ------ --------- -------------- --------------------------------------------------------------------
er si oti 3• Date 1 Printed: 11 01-2004 Crop Note Page Page 1 of 2

Small Grain: CP, Mineral Soil, medium leachable The following crop note applies to field(s): 1, 2, 3, 4
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October
15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each
week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate
modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate
by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2
bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the
NCSU Official Variety "green book"and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at
planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The
remaining N should be applied during the months of February-March.
The following crop note applies to field(s): 5, 6, 7
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October
I5-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.
-------------------------------------------------------------------------------------------------------------------------------------------------------------------
523849 Database Version 3.1 Date Printed: 1 1-01-2004 Crop Note Page Page 2 of 2

a�
6 . '. & DonnaIl
Donna's Hog Farm
Fac 31 -364
Scale 1 "= 300' +/-
v
bQ
U CV
O U
CV ti v
tiP
ti V
1�a1 ry
i

i
TABLE 2 - Traveling Irrigation Gun Settings Lx)-t113rr D-z
Make, Model and Type of Equipment:
C�n ..,� � 3000 5
Field No' Travel liQUll'ML•N'I SETTINGS F'te err
Application TRAVEL LANE
and Wetted Sl>ccd Rate Elfcctivc Noulc Operating Operating
Y (fVmin) (inAu-) Width n Diameter Pressure ,
( ) l.cn Ilr Il Pressure Arc
� L B ( ) (feet) (inches
� + ..`J`J "j I ��bi ) r Gull )SO Reel( si) I'nttemd
3.4LA r, I.a g C) c�mnrrnLt
-55 'Ip r �� i.Os abo t .OtI
aGo' aoo
7-
a�.5' gyp'1 - 6 3o f.oQ 3 .S1S �
�a p
�C�
_ y i aoo 'i5o r ,c �7 a-rb° a. apt
e
51 cv !,o� 1s7 ��-ro a. 0-7q`� d
-------------
1Sce attached trap.
ZShow scparnle entries for caeh hydrant location in each field.
3Use[tic following abbreviations for various arc pallenls: 1.(full circic),'1'Q(three quar(ers),1'['(two thirds) li (half circle
May also ttsc degrees of arc.
_ ), r(one third), Q(one quarter).
MRCS, NC
:. 1996

i
TABLE, 2 - Traveling Trrig.11ioll Guu Settings E:(HMfr D.2
hlal•:c, Model and 'r •
)llc of Llluil�ntcl;(:
Cq��.�C�.� 30
,I"In uG<1< Z,^
Travel Application (, ( (� ja
and active (L LA1JL' I:QUII'MM I SG'1"rINGS f✓Lr s�r.�'
Slr_ed hate WcttcJ Not11e
I IyJrant rJo2 Elloctive CI['cclivC OI>crali„&(rUmin) 0,✓1r Diantcler operating
Width(Il) Lcngnl(11) Dian Ider Pressure
I �.��l� —�a, l r (reel) (inches) r Curt(psi) Pressure Arc
! 3'Lt L, .S S `I--z, O & (I ) heel(si) Pallcm�
0 Comments --
�.
I.o
1.0$ aoo a .�5
`11 _)�Or t.e<9 _ r„ aaoo a . ►Lp
LLLD
I
�a-7.S
G`G
—�— -----------
----------
— ---------�
See attached map. 5 --
2SIIO%v scparlite cnlries Ib:each hydrant location ill arch field.3Use the[ollo%ving ubbreviations for various arc pallems: P lacy also use degrees of arc. (full circle). l Q(111ree qual(ers), IT(Iwo(birds), 11(halfcircle),'r(one third),p(one quill(er).
MRCS, 14C
JUKE, 1996

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t- r
Operator: Z.KORNEGAY(JW FARM)County: DUPLIN Date: 04/02/08
Distance to nearest residence(other than owner): 1200.0 feet
1. AVERAGE LIVE WEIGHT(ALW)
0 sows(farrow to finish) x 1417 lbs. = 0 lbs
0 sows(farrow to feeder) x 522 lbs. — 0 lbs
2448 head(finishing only) x 135 lbs. = 330480 lbs
0 sows(farrow to wean) x 433 lbs. = 0 lbs
0 head(wean to feeder) x 30 lbs. = 0 lbs
Describe other: 0
Total Average Live Weight= 330480 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume= 330480 lbs.ALW x Treatment Volume(CF)/Ib.ALW
Treatment Volume(CF)/lb.ALW= 1 CF/lb.ALW
Volume= 330480 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE STORAGE NOT COMPUTED AT
Volume= 0.0 cubic feet LANDOWNER REQUEST, SLUDGE TO BE
REMOVED AS NEEDED
4. TOTAL DESIGNED VOLUME
Inside top length(feet) 360.0
Inside top width(feet) 188.0
Top of dike elevation(feet) 56.5
Bottom of lagoon elevation(feet) 40.0
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 3.0 354.0 182.0 15.5
AREA OF TOP
LENGTH*WIDTH=
354.0 182.0 64428 (AREA OF TOP)
AREA OF BOTTOM
LENGTH*WIDTH=
261.0 89.0 23229 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH*WIDTH*4
307.5 135.5 166665 (AREA OF MIDSECTION*4)
CU. FT.=[AREA TOP+(4*AREA MIDSECTION)+AREA BOTTOM] * DEPTH/6
64428.0 166665.0 23229.0 2.6
Total Designed Volume Available= 656999 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length "Width=
360.0 188.0 67680.0 square feet
Buildings(roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 67680.0 square feet
Design temporary storage period to be riod to b e 180 days.
5A. Volume of waste produced
Feces&urine production in gal./day per 135 lb.ALW 1.37
Volume= 330480 lbs.ALW/135 lbs.ALW* 1.37 gal/day 180 days
Volume= 603677 gals. or 80705.5 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume= 2203.2 gallons/day* 180 days storage/7.48 gallons
per CF
Volume= 53018.2 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume= 7.0 in *DA/12 inches per foot
Volume= 39480.0 cubic feet

5D. Volume of 25 year-24 hour storm
Volume= 8.4 inches/12 inches per foot*DA
Volume= 47376.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 80705 cubic feet
5B. 53018 cubic feet
5C. 39480 cubic feet
5D. 47376 cubic feet
TOTAL 220580 cubic feet
6. SUMMARY
Temporary storage period____________________> 180 days
Rainfall in excess of evaporation=====____==> 7.0 inches
25 year-24 hour rainfall__________________> 8.4 inches
Freeboard___________________________________> 1.0 feet
Side slopes=--------------------------------> 3.0 : 1
Inside top length___________________________> 360.0 feet
Inside top width____________________________> 188.0 feet
Top of dike elevation_______________________> 56.5 feet
Bottom of lagoon elevation__________________> 40.0 feet
Total required volume-----------------------> 551060 cu.ft.
Actual design volume________________________> 656999 cu.ft.
Seasonal high watertable elevation(SHWT)===> 0.0 feet
Stop pumping elev.__________________________> 50.0 feet
Must be>or=to the SHWT elev.====______> 0.0 feet
Must be>or=to min. req.treatment el.=> 46.0 feet
Required minimum treatment volume=====______> 330480 cu.ft.
Volume at stop pumping elevation=====_______> 349290 cu.ft.
Start pumping elev._________________________> 54.8 feet
Must be at bottom of freeboard&25 yr. rainfall
Actual volume less 25 yr.-24 hr. rainfall==> 609623 cu.ft.
Volume at start pumping elevation=====______> 612683 cu.ft.
Required volume to be pumped________________> 173204 cu.ft.
Actual volume planned to be pumped=====_____> 263393 cu.ft.
Min.thickness of soil liner when required==> 2.4 feet
7. DESIGNED BY: AGRIMENT SERVICES INC. APPROVED BY:
DATE: 4/2/2008 DATE: 4/2/2008
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

Operator:J. W. BELL County: DUPLIN Date: 05/24/94
Distance to nearest residence (other than owner) : 1200. 0 feet
I. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
2448 head (finishing only) x 135 lbs. = 330480 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other 0
Total Average Live Weight = 330480 The
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 330480 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 330480 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
4. TOTAL DESIGNED VOLUME -
Inside top length (feet) --------------------- 360. 0
Inside top width (feet) ---------------------- 188. 0
Top of dike elevation (feet)----------------- 56.•5
Bottom of lagoon elevation (feet) ------------ 40. 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. 0 354. 0 182:0 15. 0
AREA OF TOP
LENGTH * WIDTH =
354. 0 182. 0 64428 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
264. 0 92. 0 24288 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
309. 0 137. 0 169332 (AREA OF MIDSECTION 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] DEPTH/6
64428. 0 169332. 0 24288. 0 2. 5
Total Designed Volume Available = 645120 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
360. 0 188. 0 67680. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 67680. 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1: 37
Volume = 330480 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
Volume = 603677 gals. or 80705. 5 cubic feet
5B. Volume of wash water
This is the amount of fresh water used f or 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 = 2203. 2 gallons/day 180 days storage/7. 48 gallons
per CF
Volume = 53018. 2 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7. 0 inches
Volume = 7. 0 in * DA / 12 inches per foot
Volume = 39480. 0 cubic feet

�r
5D. Volume of 25 year - 24 hour storm
Volume = 8. 4 inches / 12 inches per foot * DA
Volume = 47376. 0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 80705 cubic feet
5B. 53018 cubic feet
5C. 39480 cubic feet
5D. 47376 cubic feet
TOTAL 220580 cubic feet
6. SUMMARY
Temporary storage period____________________> 180 days
Rainfall in excess of evaporation=====______> 7. 0 inches
25 year - 24 hour rainfall__________________> 8. 4 inches
Freeboard___________________________________> 1. 0 feet
Side slopes==_______________________________> 3. 0 : 1
Inside top length===------------------------_____> 360. 0 feet
Inside top width____________________________> 188. 0 feet
Top of dike elevation==_____________________> 56. 5 feet
Bottom of lagoon elevation===_______________> 40. 5 feet
Total required volume_______________________> 551060 cu. ft. +�
Actual design volume________________________> 645120* cu. ft. +�
Seasonal high watertable elevation (SHWT)===> 46. 5 feet
Stop pumping elev. __________________________> 50. 0 feet
Must be > or = to the SHWT elev. _____-____> 46*. 5 feet
Must be > or = to min. req, treatment el. _> 46. 5 feet
Required minimum treatment volume=====______> 330480 cu. ft.
Volume at stop pumping elevation=====__-____> 337412 cu. ft.
Start pumping elev: _________________________> 53. 5 feet
Must be at bottom of freeboard b 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 597744 cu. ft.
Volume at start pumping elevation=====_=____> 522600 cu. ft.
Required volume to be pumped________________> 173204 cu. ft.
Actual volume planned to be pumped=====_____> 185189 cu. ft. +�
Min. thickness of soil liner when required==> 2. 3 feet
7. ' DESIGNED BY APPROVED APPROVED BY:
DA : DATE
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

Operator :J. W. BELL County: DUPLIN Date: L>4
Distance to nearest residence ( other than owner ) - 1200. 0 feet
1. AVERAGE LIVE WEIGHT 'ALW)
0 sows (farrow to finish) x 1417 lbs. - 0 1bS
0 sows (farrow to feeder) x 522 lbs. _ 2,;
2448 head (finishing only) x 135 lbs. - 330u60 1 r)s
0 sows (farrow to wears) x 433 lhis. - 0 lbs
0 head ( wean to feeder) X 30 lbs. _ 0 I i)s
Describe other, 0
Total Average Live Weight = 3 0480 lr)s
�. MINIMUM REQUIRED TREjtTMENT VOLUME OF LAGOON
Volume = 330480 lbs. ALW x Treatment Volume(CF) /lb. E,L.W
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 330480 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
TOTAL DESIGNED -VOLUME
Inside top length (feet) --------------------- 360. 0
ina-ide top width (feet) ---------------------- 166. 0
Top of dike elevation (feet)----------------- 56. 5
Bottom of lagoon elevation (feet) ------------ 40. 5
Freeboard (feet; ----------------------------- 1. 0
Side slopes (inside lagoon) ----------------- 3. 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE'1 SS/SIDE2 LENGTH WIDTH DEPT11
3. 0 3. 0 3. 0 3. 0 354. 0 182. 0 115. 0
AREA OF TOP
LENGTH * WIDTH =
354. 0 182. 0 64428 (AREA OF TOP)
AREA OF BOTTOM
1.FNGTH WIDTH
264. 0 92. 0 24288 (AREA OF BOTTOM )
-AREA OF MIDSECTION
LENGTH * W I DT11 * 4
309. 0 137. 0 1b9JJ1 (AREA OF' MIDSECTION « >
CU. FT. = [AREA TOP (4*AREA MIDSECTION) + AREA BOTTO1 3 DEFT, r
64428. 0 169332. 0 24288. 0
Total Desioned Volume Availahol r- -'r - ��

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA :
Lagoon ( top of (like)
Length * Width =
�360. 0 188. 0 67680. 0 square feet
Buildings goof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 67680. 0 square feet
Design temporary storage period to be 180 says.
5A. Volume of waste proc:uced
Feces urine production in gal. /day per 135 lb. ALW i. :'7
Volume = 33046.0 lbs. ALW/135 lbs. ALW # 1. 37 gal/day -ISO days
Volume = 603677 gals. or 80705. 5 cubic feet
1B. 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 = 2203. 2 gallons/day 180 days storage/7. 48 gallons
per CF
Volume = 53018. 2 cubic feet
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amoun-..
180 days excess rainfall - 7. 0 inches
Volume = 7. 0 in * DA / 12 inches per foot
Volume = 39480. 0 cubic feet

e
5D. Volume of :2'5 year - 24 hour storm
Volume = 8. 4 inches / 12 inches per foot * DA
Volume = 47376. 0 cubic feet
TOTAL REQUIRED 'TEMPORARY :STORAGE
5A. 80705 cubic feet
5B. 53018 cubic feet
5C. 39480 cubic feet
5D. 47376 cubic feet
TOTAL 220580 cubic feet
�. SUMMARY
Temporary storage period=========--=========> 180 days
Rainfall in excess of evaporation===========> 7. 0 inches
25 year - 24 hour rainfall.===--------------=> 6. 4 inche s
F•reeboard=====-______-_-_--__________________> 1. 0 feet
Side slopes______________=.__-______-=_--__-=> 3. 0 1
Inside top. length=========. _-______-__-_-___> 360. 0 feet
Inside top width====-__-_--__________________> 188. 0 feet
Top of dike elevation==================--===> 56. 5 feet
Bottom of lagoo:: ale ration==================> 40. 5 feet
Total required volume==---==================> 551060 cu. It.
Actual design volume========================> 645120 cu. z
Sea.9onal high wate'rtable elevation (SHWT) ===> 46. 5 feet
Stop _ pumping elev. __________________________> 50. 0 feet
Must be > or = to the SHWT elev. ==========> 46. 5 feet
.Must be > or = to min. req. treatment el. => 46. 5 f eet
Required minimum treatment. volume===========> 330480 cu. ft.
Volume at stop pumping elevation------ 337412 cu. ft.
Start pumping 53. 5 feed,
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume legs 25 yr. - :24 hr. rainfall==> 597744 cu. ft.
Volume at start pumping elevation======== => 522600 cu. ff t.
Required volume -to be pumped========-==--===> 173r04 cu. ft.
Actual volume planned to be pumped========-=> 185169 cu. :fi
Min, thiolcness of suil liner when required==> 2. 3 feet
DESIGNED BYc j�:.',..-�_vS�r•� :. Apr-ROVED BY :
DA?E: y/��/ DATE:
NOTE: SEE ATTACHED WASTE l?TIL1LATION PLAN
COMMENTS:

0P:r,.RI N A14D MAIN i E hAHL-E PLA" `
This lagoon is des::gned for waste treatment ( perfilanent cstCr'a�jC et,ti
180 days of terapor ar y y The time reyliir•ed for r-ri=
Y storage, �
fluid level ( permanent and tempora-ry Storage ) to be reached may pa--'
due to site conditions, weather, fluehing operations, ar►c:i trj_ c..1aU0.111.
of fresh water added to the ays,ells.
The designed tempoi,ar•y storage Gins ate of 181A day 2 eTor ac,-e 1Gai
( 1 ) waste from animals a-rid (22) exc-e>ra r'aiiifa11. after' evapor aC1G.ii, k.l --cL
included is storage .for the .:.J year "" 24 hour etorrr, for Lr3F IQ a G._-i: l
The volume of waste generated from a given number o1 ai"tiTiiaira 'v,i.11
fairly constant throughout the year &nd from yc-ar• to year', rjQ L: me ea^
rainfall will vary from year -0 year. The 25 Year rainfall Wi 1 :L ;'It--it
be a factor to consider in an annual pump-ing cycle, but tht:i.s
volume must always be available.
A maxiniurii elevstioii iG t:iet,a+r•Tii ii`it=+t i`t eat=: PR-+6-1;1 t.; ?-+(
pumping and this is usually the outlet invert of P.: Pe(s i fr'uT„
building (s•) . It the outlet pipe is blot .i.riatajiF=#d at t.�tta a-!
begin pumping, a permanent marl<er• filu!Bt be 1.iiBCalled. at t 1"i i s E- ;_e+ia:.
to indicate when pumping should begin. An elevation must b esi._ah.i J ai-jad
to stop puiiiping to riia iiita J r, .lagoon tr•eatmei"tt tjt�p Cs.
Pumping can be starLed or etupped at any time betwc-crt then,=- tW
elevations for operating convenience as site condition*e pe:L•ujiit, such as
weather'•, soils, crop, and equij:meth :irt or•del:• to apply WP-4 jFMi5 Vi-%?�.i'si=Jti G
runoff or leaching.
Land applipation of Waste water' is r•ecogri-ized as an acceptable
method of disposal. Methods of application, include solid set,
Center pivot, guns, and traveling gun, irrigation. Care should be
taker, when apPlying waste to prevent damage to crops.
�tewia ar•e to be cai•r•ied out i
�: ��: �-fi �t�•{-1�1 �. :t•�+�Gi11Tf1G+�tder
that the treatment lagoort be p..re-
chiarged- to 1/2 its capacity to prevent excessive odors dur-,ng
start-up. Pr•e-char•g'ing reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids shop lil be
C!cver•ed with effluent at all times. When, pr•echar•ging is complete_,
_f agh' -� �- i ( with r•ecYcled lagoon liquid. Fresh water shc:uld nct.
he used for• flushing after initial filling.
4, The attaQhed wastee 11tilizatior, plan shall he followed. '1'2i1.��
plan, recommends sampling and testing of wart F (see att.r+crimE-nit
hiefOre latld application!.
91�- �n t1^tAPA+•�#�•Y Rtpii�•ARa NUmN-n1-3'k r4:f thirz+
-�ag.oait when fluid 1Nve1.
i•eachiea this elevat.ion 53. 5 as mFrked by permanent marker. Stop purnp-
out when the fluid l=vel reaches elevatio.n 50. 0 . This tf-mr+or-ary
at-orage, leas 25 yr.- 24 fir storm, contains 173204 cubic. feet or.
1255563 teallons.

I'i'[i 1 e l=s�fijti 'r'Ila�[-: iti fati� FRIP! i� C-4InA it+ �i ;1 ; ,;'. +.'�.L Q, L.�ri�wi
ona inch and the t•e=cuI[1meyided max ItfIatIII appl r-Ate j_ �:lr •_1
inch per )'lour. Refer to the Waste i.itili gt:i.uis Nlat[ fut xi33 L �7- I= G,-31��!
J. itiee:p VeyctEt:i ui'; ul[ C1"suefflGiil1iidFi� t11= �i+t=� �f�.;^rirs r.-� !-�41=
lagoon mowed annual.l.y. Vegetation should be f_r•i: -Li-Lzed as 'raeC-:4C-d
to maintain a vigorous stand.
_
V. R&P5"i airy e1 QdF-C-i ar-s=;49 i4
establish in vegetation[.
M
7L 11-t.a- 1•VlisOff is tc tie divey-ted from the lagoo'si -t".•_i S—LablE•
outlets.
S. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization, fields adjacent to perennial streams. W,_,ste will
not be applied in open, ditches. Do not pump within 200 f ee t of a
residence or within 100 feet of a well. Waste shall tie applied in a
manner- not: to reach other property and public right-of
9. The Clear, Water Act of 1977 prohibits the discharge of
Pollutants into watt_•rs of the United States.' The Departmen-t ofEnvironment, Health, and Natural Resources, Division of Environ-
mental Management, ),as the responsibility' fo:r enforcing this law.

S i-i E E'1' _
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LA30014`-!
FOUNDATION PREPARATION :
The foundation area of the lagoon embankment and building ;_lad shall L'c
cleared of trees, 1 cgs, stumps, roots, brush, boulders, sod and :cub b a s'r,.
Satisfactory disposition will be made of all debris. The ---cisoil _'r-C;,
the lagoon and pad area should be stripped and stockpiled :�c►r u: e Off
the dike and pad areas. After stripping, the foundation a---ea Oftl,e
lagoon embankment and building pad shall be thoroughly loo. erred pf- io:c
to placing the first lift of fill material to get a good bcIrld.
EXCAVATION AND EARTHFILL PLACEMENT:
----------------- -------------------
The completed excavation and earthfill shall conform to the, l:.i n-?S,
grades, and elevations shown on the plans. Ea•rthfill material shall
be free of material such as sod, roots, frozen soil, stones over
G inches in diameter, and other objectionable material. To the e>:t.ent
they ar•e* suitable, E>>:cavated materials can be used as till. The f_.11
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreacij_r,g
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill mater•i.al is ob:i3er•ved
to consolidate to' the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN Ti-IE LIMIER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent f uT
settlement. Dikes over 15 feet in height and with an J mpou,r:d^:=er:t
capacity of 10 acre-feet or more fall under the jurisdiction of the NL"
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent Excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 2. ft..
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACEED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOIL REPORT.
When areas of unsuitable material are encountered, they will be ave,r--
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. Tl:e foundation shall be backfilled
as xpecified to g•radp witl, a SCS approved material (le - CL, SC, CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

.DrEET
C-hal.l come from an appi-c-ived borrow are;, - e
minimum water content of the liner material sha11, be optimL�rn
pill" content which relates to that moisture content when the soii is
in the hand it will form a ball which dues not- readily s&pErate. ik'a e
Shall be added to borrow as necessary to insure proper mol-atur&
during placement of the liner. The moisture (:;,_-)ntent of thEz 1J,.:-i�_­_,-
material shall riot be less, than optimum water- content duril' g
The maximum water content relates to ti-le soij materi-B, bL e: .,g t
L I _ ,j(_ w
for efficient use of hauling equipment and proper compac;,ti(-..,n. P r 0 e r
compaction of the liner includes placement in 19 inch lifts anc-I
compacted to at least 90 percent of the max.amum AST11 Dt*_�198 Eery Ljh.-it
Weight of the liner material. When smooth or hard, the pre v i o u i i I`t
shall be scarified and moistened as; needed before placement 01 t'ne next-
IJ f.L
.L L.
The single most important factor- affecting the overall compactec" rne-
abiiity
of a clay liner, other than the type Of Glay used i0f the
liner, is the efficient construction processing of the compac-L&c! iir_-E?f`.
The sequence of equipment use and the routing of equipment in a.n o e w estab-
lish
ed pattern helps assure uniformity in the p.'L c re17it grid
a e A
compaction process. For most clay soils, a ta-rnping or Sheepsfziot-
roller is the preferable type of compaction equipment.
r C
The soil liner shall be protected from the discharge of waste ou'lliet
pipes. This can be done by using some type of energy dissipstcj:c " rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liner-- are synthetic liners and bentonite seaLarit.
When these.
are specified, additional construction specifications: are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area whe-ri
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall De determined by observation of the foundation
materials.
VEGETATION :
-----------
All exposed embankment and other bare constructed areas sha.11 be seeded
to thp planned tyriF- of vegetation as soon ac possible after ccjj-j_, L..L-u:;-
tion according to the seeding specifir.Fif.ions, Toproil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be establisied as snon
H� prissible during the next period of approved seeding da' LL-:-z,.
-REMOVAL OF EXISTING TILE DRAINS
--------------------------------
When tile dy-aino arc encountered, the file will be :removed -t_o a minimum
Of 10 feet beyond the outside toe of slope of the dike. The tiles
trench sha.11 he backfilled and compacted with good material !=-ucl-i as
SC, CL, or

S C L E L DINC` 'FrE CIFIC'
A R rr__A "i 0"N B`E 23 E E E)E D G. 2 ACr7_i'E_­"3
1,11 T T
USC THE SEED J. XT'U'R E I st'i D IC A T 2 D A L 1_4 Ci W'rS
0. 0 LBS. FE-SCUE GRA'__-)`3 AT GO LB'Sj, /Al,_ RE*
( 3EST SUITED ON CLAYEY OR WET SOIL CONE,I'.'l C,N'_7�
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER
FEBRUARY I TO iffARCH 30
0. 0 LBS. RYE GRAIN AT 30 LBS. /ACRE ( NURSERY FOR
L r%i—
PENSACOLA BAHIA GRASS AT 60 LBS. /'AC'RNE
(SEE FOOTNOTE NO. 1 )
SEEDING DATES: MARCH 15 TO JUNE 15
49. 6 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. 11AC1'r—
(SUITED FOR MOST SOIL CONDITIONS )
SEEDING DATES. APRIL 1 TO jULY_ 31
0. 0 LBS. UNHULLED COMMON BERMUDA GRASS AT lfb LBS. / ACRE
SEEDING DATES; JANUARY I TO MARCH 30
0. 0 LBS. RYE GRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATIL")N )
SEEDING DATES: DECEMBER I TO MARCH 30
LBS.
APPLY THE FOLLOWING:
6200. 0 LBS. OF 10-10-10 FERTILIZER ( 1000 LBS. /ACRE)
12. 4 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
620..0 BALES OF SMALL GRAIN STRAW ( 100 BALES/ACRE)
ALL- SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. S 11 A F'El
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKE'R
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH .
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING' BAHIA, IT IS RECOMMENDED THAW 8
LBS. /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

Site Volume Table: Adjusted
Cut Fill. Net
Method
Site: j w-bell
Stratum: site eg P9
18306. 39 14799. 10 3507. 28 (C) Grid
4
• C

pages .
AdCADD Prototype defaults
•oject : jw--bell
Site Volume Table: Adjusted Thu Jun 2 13: 12 : w a
Cut Fill. Net
Method
Site: LAGOOMC
Stratum: CLAY CLAYS CLAYF
0. 00 5507. 90 5507. 90 t F? Grid

SCS•(n G-5)d U. S. DE('Aft7 MLN1 111 I unL
8<v. 5-70 SOIL 1�O1NSERVATION SERVICF SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED K SITE
_ FARMER'S NAME �P I�! •�j r I DISTRICT -----
DATT, �'I� '9 COUNTY
S. C.S. PHOTO SHEET NO. WORK UNIT
WATERSHEI: AREA MEA,SUREMEhM —
CROPLAND—ACRES PASTURE—ACRES
WOODLAND—ACRES TOTAL ACRES POND CLASS WORK UNIT C014SERVATIC•NI-
SKETCH OF PROPOSED'POND SHOWING WHERE BORINGS WERE MADE (Appr= scale 1'r=___feet)
Locaf< re/<rme<poin( an em!<r line o/dam and(dm/i/o on skdeh.
-------------
-L-H
� I
xv
I
` II
L
SHOW BORING NUMBER AND PROFILE
DEPTH
and fis!Qom-si!<and solllwoV bodnOs fin(-!hm pond<d arm and borrow Df(bodnot-s<sarcle mlfh mm�ml ray !In<.
lCondnu<d on baet whm naamrVl Jbow wafer fobd d<ua dom an dam-sl(< bonnos.
SCALE 4•� y
1 2 3 < 5 6 8 9 130j1 12 13 li 35 16 }q IB 19 20 21
O- n --
_ 2,
�FY 3-4 v
fa s
�E
H
tg till, it • •
Wit ' b-9 I'M „n- I ^ /•� I,fr.
BORINGS MADE BY, at{C�t t1C SIGNATURE_& '1'1'1'LE l?�.:�^'>' pl<T ""'

United States Soil P. L_ Box 277
` Kenansville NC 28349
'Department of conservation �
Agriculture ,Service Telephone [phone]
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
NAME i/✓, b ;�,7�1 r r; LOCATION (�� ts� l �� /�fir,; 3 ► � , .
A l+, OI,yR N 3-�?3 bS'
TELEPHONE ri l�1- 5k- .2 S SIZE OF OPERATION,2
_J
LOCATION DATA l
1
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER
NUMBER OF HOUSES WITHIN 2000 FEET OF SITE _
IS SITE WITHIN 100 YEAR FLOOD PLAIN? YES NO
IS SITE AT LEAST 100 FEET FROM A "BLUE LINE" PERENNIAL STREAM? YES NO
IS SITE WITHIN 1 MILE ZONING JURISDICTION OF A MUNICIPALITY? YES NO
if yes, landowner should consult with local zoning board about required permits
WETLANDS
WILL SITE INVOLVE-CLEARING WOODLAND OR ANY NON CROPLAND ? YES NO
IF YES, HAS PRODUCER COMPLETED AN AD-1026 FORM? YES NO
DOES NON WETLAND NEED TO BE MEASURED BY REGISTERED SURVEYOR PRIOR TO M
APPROVING WASTE MANAGEMENT PLAN YES NO
IF WETLANDS ARE INVOLVED IT IS THE RESPON�SIBILITY OF THE PRODUCER TO CONTACT THE US
ARMY CORP OF ENGINEERS•AND THE NC DIVISION OF ENVIRONMENTAL MANAGEMENT TO
DETERMINE IF ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE ALTERED UNTIL
PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS, US ARMY CORP OF ENGINEERS AND NC
DIVISION OF ENVIRONMENTAL MANAGEMENT. — J
WASTE MANAGEMENT--VALID ONLY IF WASTE MANAGEMENT PLAN ATTACHI+;D
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND APPLY WASTE? YES �- NO
IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND? YES NO_
SEE ATTACHED PLAN FOR SPECIFIC RECOMMENDATIONS
SOIL INVESTIGATION-- VALID ONLY IF SOIL INVESTIGATION SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON? YES NO
IS A CLAY LINER REQUIRED? YES ✓ NO
IF YES, IS CLAY AVAILABLE ONSITE? YES NO QUESTIONYOLF✓:'k
IS A CORE TRENCH REQUIRED? YES NO
SITE APPROVED YES NO. C ONllrl'IONAL� y
COMMENTS II I
0 p¢
L 1_u1 grid t n nAv Pr� wI-�- AneAr n-1- Y111o^. t•I!✓►•+j-tAi.., S r (1 r-l✓Fl r' -slio
sho sr -f h�•f-flip•e. .,.,G �o /G c:c�c:q vt� 01 er
APPROVAL BASED O�I SCS ftAN�A&VALID�AR 6�`ISA'�'S FRbM DATE SIGNED. THIS APPROVAL
SUBJECT TO CHANGR ISACN:L)ON CHANGES IN NATIONAL,STATE,OR LOCAL LEGISLATION.
rfte oiPON AJLTB El750 FEET FROM RESIDENCE AT TIME OF DESIGN.
is an agency of the /1
Department of Apricutture SIGNATURE i / /-)s C--r DArE��-z L{�1?3

US Department of Agriculture 14C-CPA 16
Soil Conservation Service _9 2
i
ENVIRONMENTAL EVALUATION
Land User/Owner_ 4- �c, County
I
Location/Tract & Field Numbers'/ ' #- ,2 Acreage _- _—
/� Date ;.
Prepared by ��
Brief Description of Planned Practice/RMS/Project Measure:
i
Environmental Factors and Resources to Identify and Evaluate
1. Is wetland included in the planning area: (References: NCPM;
190-GM 410.26; Hydric soils list; Classification of d
Wetlans and
Deepwater Habitats of the U.S.. ; National Wetlands Inventory Maps;
NFSAM.
No I
r
Yes - If yes,
--- Idenntify types present
-- Attach environmental evaluation showing what effect
planned assistance will have on wetland and how this
assistance is within policy
-- Have needed permits (CAMA, DEM, Corps, etc. ) been
obtained by the landuser?
-- Make sure no planned practices will put the landowner in
violation of Swampbuster
2. Endangered and/or threatened species: (References: 1S)0-GM
410.22 ; Technical Guide Section I-i(13) and Section I-%rii
No _ Yes
--- Identify species whose range and habitat needs indicate
they might occur in planning area
--- Identify on map any designated critical habitat;

3 . Is a designated natural or scenic area included in the planning
area or will planned actions impact on an. adjacent natural or
scenic area? ('References: 190-GM, 4110,. 23 and . 24)
No
y I concerned
..es, encourage, land:user, to., consult with
4. a 1.yl:'duals, to; arrive at
ag�enc.i,es.
sjoclet.i.es, and- individuals
mutually, satisfactory land use. and' treatment..
4:. Does, t,.,h-.e. plann"ncj. area: in ludie: the- 100,-yea3z­ f-.1oc4- plain?
(Ref erenqes-.- ]N 1.9,.O.-,GM 4Q1P-2;5*.1;­ HUD- Flood, Plain, maps).%
.
No
- ist.ed1aQtion- to, have: s.1gP11,f Iqant
Is the. as:$-
ial
advme,rse- of fe2cts-, on: existing, natural and benef ic.*A.U;
va-lues- in; the. flopd, pJAInZ-
Is, there, a. prac.t­ical, alter-native: outside: th-e.- flood
pl.ani
Has, the f Jo pd, plain.,plain., been- used-.' for agricultural
-
produ.c.t-i on,. for at least, 3.- of.. the. last 5... years".,,,
5., Is. aL..ni arch-.aeo1o.g16_a,.1 or- historical. site located: in- the., planning
aree-7-, (:References:; NCPM*o -,-
4-2-0-GM- 4"Ql.;- National. Register. O-f
Historic
Places).,
No,
Yes: -- I.f-* yes.-,.,.. have• steps, been;, taken-. to. ensure- tine
p r.o t,e c t.-,i o n: oti.- this area?;.
6*.*. Ar-iz,'_ there: any prime.,. unique,. or- locally, important farmlands: in
the- Qper..at.ing., unit-?' (.,References.: 3-1,0!--GM).-
No.
yes Tf ycs.,, identify- on. a soils map or legend. 4L,115,
T., Will, the. a* ctilon., result- in. sodbustlhq?-
No! Yes-.
8.. Will: the., action. result in. swampbu sting*-.-,..
No y C
4
Is thQrc a potential: f or.- C.Ont ruver.sYR�' From. whom?. 1_)
No. Tes

r
rLO. Are permits requir_ed. ould the person contact permit agencies?
?/Sh
No ✓ Yes
When an environmental factor or resource is identified on the
3
site, the user will refer to the appropriate reference for police j
and document the appropriate action in the notes portion of this
form.
NOTES,, DOCUMENTATION, FOLLOW-UP
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4

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGEMNET SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) (91*0)296-2120
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [phone]
COOPERATIVE EXTERSION SERVICE (CES) [phone]
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait' until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1 . Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow-possible solutions are:
a. cAdd 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 frum base ur 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.

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

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

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.
�enderin9 at a rendering plant licensed under G, S. 106-168.7
(
( ) Complete incineration
( ) In the case of dead poultry only, placing in a disposal pit of a size and
design approved by the Department of Agriculture.
( ) Any method which in the professional opinion of the State
Veterinarian would make possible the salvage of part of a dead
animal's value. without endangering human or animal health. (Written
approval of the State Veterinarian must be attached)

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.
( emove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids ( intain 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 ( a�ntain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
` along waters 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).
AMIC-•November 11. 19!jb

Dry Manure Handling Accumulations of animal wastes { } Remove spillage on a routinebasis (e.g. 7-10 day
Systems interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
{) Provide for adequate drainage around manure stockpiles.
( ) Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
(Landow her Signature)
arm Name)
(Facility Number)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
(P""'77695-76113.
AMIC--Novombor 11. 1990

a
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production Vegetative or wooded buffers;
(commended best management
practices;
(-rG'ood judgment and common sense
Animal body surfaces Dirty manure-covered animals (-Y15_ry floors
Floor surfaces Wet manure-covered floors {) Slotted floors;
(} Waterers located over slotted floors;
( eed rs at high end of solid floors;
( 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; (en maintenance;
Dust WEfficient air movement
Indoor surfaces Dust { ashdown between groups of animals
() Feed additives;
() Feeder covers,
() Feed delivery downspout extenders to
feeder covers
Flush tanks Agitation of recycled lagoon (} Flush tank covers
liquid whiles tanks are filling (} Extend fill lines to near bottom of
tanks with anti-siphon vents
Flush alleys Agitation during wastewater (} Underfloor flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon () Extend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
Lift stations Agitation during sump tank filling-. O 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 (-rPro er lagoon liquid capacity
Biological mixing ( Co rect lagoon startup procedures
Agitation ( rinimum,
' um surface area-to-volume ratio
( agitation when pumping
O Mechanical aeration.
(} Proven biological additives
Irrigation vprinklor nozzloo High pressure agitation (t rri�te on dry days with little or no wind
Wind draft {-}'Mi mum recommended operation pressure
(�p intake near lagoon liquid surface
(} Pump from 0000nd stogo lagoon
AMOC--November 11, 1996

Storage tank or basin Partial microbial decomposition ( ) Bottom or midlevel loading
surface Mixing while filling (} Tank covers
Agitation when emptying i ) 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 ��oil injection of slurry/sludges
W
spreader outlets Volatile gas emissions ash residual manure from spreader after use
(} Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying ( o'l' fection of slurry/sludges
or sludge on field surfaces ( So' 'ncorporation within 48 hours
( Spread in thin uniform layers for rapid drying
( ) Proven biological additives or oxidants
Dead animals Carcass decomposition ( roper disposition of carcasses
Dead animal disposal Carcass decomposition (} Complete covering of carcasses in burial pits
pits (} 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
Manure tracked onto public Poorly maintained access roads 41rfarm access road maintenance
roads from farm access
Additional Information: Available From:
Swine Manure Management;0200 Rule/SMP 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 end 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 (�rtain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
(Landowner 'ignature)
AMOC--November 11, 1996

l V
OPERATION & MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important-to manage levels so that you do not have problems during extended rainy and
wet periods.
Maximum storage capacity should be available in the lagoon for periods'when the
receiving crop is dormant (such as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. In the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not leave room for storing excess water during extended wet periods.
Overflow from the lagoon for any reason except a�5-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

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

M
Identified problems should be corrected promptly. It is advisable to inspect your system
rain. If technical assistance is needed to
during or immediately following a heavy
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2& Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It
is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
_ addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0: Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions oconr for Prolonged periods, especially during the
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
asy Similarly,
will be maximized for the summer thunderstormeon.
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 s far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage.o e lagion,
molded feed, plastic syringes, or other foreign materials into t goon
Fr uentl remove solids from catch basins at end of confinement houses or
wherever they are installed.
4_4
Maintain Str' ic;t ve gg elation, rodent, and varmint control near lagoon edges.
.
Do not allow trees or Large bushes to grow on lagoon dam or embankment. :
sludge from the lagoon either when the sludge storage capacity is
Remove g;
full or before it fills 50 percent of the permanent storage volume.
If animal p.roduction 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:
Kate of lagoon sludge buildup can be re&ceci by:

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

rPossible 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. r
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.
Fi