400070_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: 40-0070 Certificate Of Coverage Number: AWS400070
2. Facility Name: Pine Ridge Farm
3. Landowner's Name(same as on the Waste Management Plan): A C Ormond
4. Landowner's Mailing Address: POBuxtM. q$'S Orr.%.o vi4 Fce w►y, F d,
City: Hookerton State: NC Zip: 28538
Telephone Number: 252-747-2398 Ext. E-mail:
5. Facility's Physical Address: 788 Ormond Farm Rd
City: Hookerton State: NC Zip: 28538
6. County where Facility is located: Greene
7. Farm Manager's Name(if different from Landowner): Rich ti Ormond
29d.- -7-S-773
g, Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): I=LG
10. Operator Name(OIC): Alvin Carrol Ormond Phone No.: 252-560-1130 OIC#: 996891
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-Farrow to Wean 2,169
Operation Tvoes•
Swipe Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultn
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 12/13/1993 19.50
1
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1.L,-The most recent Waste Utilization Plan(WUP),stned bN 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
iA. Insect Control Checklist with chosen best management practices noted
�5 Odor Control Checklist with chosen best management practices noted
t-K. 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.
tA. 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 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal ex ive officer of the corporation):
Name: C,e rs Title: 0 W r\e-V—
Signature: Date: qf/01 1 Z Q 1 1
Name: Title:
Signature: Date:
Name: Title:
Signature: _ _ _ Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

BYO r�,h
ROY COOPER `
Governor r .
MICHAEL S.REGAN to PR 09
3eeretary
LINDA CULPEPPER NORTH CAROLINA 4r"$tqP nllaly
Dimctor invirvnmentalQuallty i0{1Vr40n8 d00
February 27,2019
A C Ormond
Pine Ridge Farm Q 1
-Polmn'I26— 7 d�' r yvoonel Fa," �Y
Hookerton,NC 28538
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
at hMs:Hdey.nc.=ov/about/divisions/water-resources/water-gualirv-re 'oga nal-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In order to assure vour continued.coverage under the State Non-Discharge General Permits, you must submit an application for
ermit coveEXe to the Division. Enclosed you will find a "Request for Certificate of Coverage Facilfty Currently Covered by an
Expiring State Non-Discharge General Permit." The application form must be completed sieited and returned bN April 3. 2019.
Please note that you must include one 1 copy of the Certified Animal Waste Mana ement Plan CAWMP with the
completed and siEned application form. A list of items included in the CAWMP can be found on pie 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Riisgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Washingion Regional Office,Water Quality Regional Operations Section
Greene County Soil and Water Conservation District
AFOG Section Central Files-AWS400070
Murphy-Brown LLC
North can,-e E.artrnent of Emeircornental Quality I DhAsian of Water Resources
Teri'N Ss:sc 4 n 3t.11636 Pail Service Center( Rsleih,No"h Cwdlias 27999-M48
= .7D7"0

TYPICAL VIEW OF A ONE-STAGE T.4GOON SYSTEM
CanEinenC Buildin Too Width
g
• _= __ed Too clevation
Fluid levat_�..
1 , �
S TREATMIIr'T 1
A�coo�t
F Pipe (Needs to he adequately Depth
supported)
p �n gr�,a,o.,•L
Bottom Elevation 3?,
is Peas w
8077d/n �,

Volume computations
excavation
dike fill - --- - pad fill ,
�AGea.J_� i74•��G � .
9If771
7 a ZQ a ad C, yy�
d k
X /Sr,Pa .?Z xa Sr=27 a l
/ YZ
k
• f�
c-1
N U T E :
Design Requirement : .
____— _cu f
Esti mate of Ex ` .—r . ------___...____cu. yds�
Cava ion: /3��?5 cu .ft.
Estimate of F3
ad & Dike :
Estimate of topsoi I Required —cu• Yds.
h'a t i o
Job Class : v -
DATE
Designed By :
Design Approval :
f 1-- _ --____________________
NA
DaT[ `— ----------_--------,______

�
,
Operator :AC Ormond County: �reene Date : 04/11/94
Distance to nearest residenca < other than owner ) : 2000 feet
1 ' STEADY STATE LIVE INEI8HT
( farr inish ) X 1417 ibs . = 0
1S00 So�s ( farrow to feeder ) X 522 | bs . = 939600
0 Head ( finish � ng on | y } X 135 | bs . = 0
0 Sows ( f�rrow to wean )
0 Head (wean to feeder )
TOTAL STEADY STATE LIVE WEI8HT (SSLW) ~ 93960O
2. MINIMU� REQUIRED TRE�TMENT VOLUME OF LAQOON
Yo | ume = 939600 | bs . SSLW X Treatment Voiume CF/ | b . SSLW
Treatment Vo ume CF/ | b . SSLW= 1 .0 CF/ � b . SSLW
Vo | ume ~ 9396O0 cubic feet
3' STORAQE VOL�ME FOR SLUD8E ACCUMULATION
�— /
Vo | ume = 0 cubic feet N" �/, /�ww4<r ^�����~ ^°�y
4. TOTAL DESIGN VOLUME
Tnside top : Ien8th 450 feet ; width 405 feet
Top of dike at e | evation 49.00 feet
Freeboard 1 . 0 feet Side s } opes 3. O: 1. ( iaside )
Tota | desi8n | aSC,on | iquid I eve | at e | evation 48 .00 feet
Bottom of | a800n at e | evation 39.00 feet
Seasona | high water tab | e e | evatiom 43.90 feet
Tota ( desi8n vo | ume usin8 pr | smoida | formu | a :
GS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
444 .0 399, 0 9'0D
AREA OF TOP
LENGTH X WIDTH
444 399 17T156 (Area of Top )
AREA OF BOTTOM
LIFE NGTH X WIDTH =
390 345 134550 (Area of Bottom)
AREA OF NIDSECTION
LE TH X WIDTH X 4
417 372 620496 (Area of Midsection X 4)
CU. FT. = [Area top+(4XArea Midsection )+Area Bottom] X Depth/6
17T156 620496 134550 2
VOL . OF LA8OON AT TOTAL DESI8N L1OUID LEVEL = 1398303 CU. FT.

5. TEMPORARY STORA8E REQU1RED
Dr� inage
La800n ( top of
LenSth X Width =
450 405 18225O Square Feet
Bui | dings ( roof and | ot water )
Len8tb X Width =
0 0 0 Square Feet
TOTAL DA 1O225U Square Feet
===> Design tempor�ry stora3e to be 1O0
A . Vo | ume of waste produced
Approximate dai | y production of manure ip CF/LB SSLW 0.00136
Vo | ume = 939600 Lbs . SSLW X CF of w�ste/ | b/day X 1�0
Vo | ume = 230014 Cubic feet
B . Vo1 une of wash water
This is the amount of fresh water used for washio8 f | oors or
vo | ume of fresh water used for a f | ush system. F | ush systems
tha� recircu | ate the � a3oon water are accounted for in 5A.
Vo | ume = 0 8a | | ons/day X 180 days stora8e/T.48
ga | | ons per CF
Vo | ume = 0 Cubic feet
C. Vo | ume of rainfa | | � n excess of evaporation
Use period me when rainfa | | exceeds evaporation by
| ar3est amount .
130 days excess rainfa | | = 7.0 inches
Vo | u me ~ 7'.0 Inches X DA / 12 inches per foot
Vo ! ume = 106312.5 Cobic feet
D. Vo | ume ear - 24 hour storm
Vo | ume = 7 .� ioc�es / 12 inches �er foot X DA
Vo | ume = 106313 Cubic feet
TCJTAL REOUIRED TEMPORARY STORA8E
5A, . 2�0014 Cuhic feot
5B . 0 Cuhic feet
5C . 1063l3 Cubic feet
5D . 106313 Cubic feet
TOTAL 442639 Cubic feet

�. 3 7
A9%7 A 5b..9 a8'4 .... -1,' —� �Eb2
I i
1aa�.e� Y V 4�,9x7.
y1.11 1Z� �57 AN H'�°� tt51 N1f,.f ti'a4 C
1 ! as o•� �-lEv- SZ L3 ;
s
SP_i o 91
uli,,a 45Z 413 k-7,7 4�.4 47k 481 464 `� '.•. .. . .. .._;...__ .. Q —`�
.�431 t f
1l
y. 11 _ � ��.;• a�� v�� iy�`Ls ,ss.ov.:�a.o �2.25 vG.c���..5® �r6•s �-��,- 4n.0 �� y-r.e,
1
` U
LfDL i4'2 -- — TAM-. _ .__. ✓ __
7.7
i
�3 ids t-1N'i Jer'1-1=.F'i2. Jrr j
/!4MAY r Z
AWSA + 6 I372L + i 3 us::n_ 9Z 4 9�7 x 8.5-7 3G 2l 3/..,=6=i31 D3Ss:Z7
/ 115x F07 ,,--77 /77y0. ,Ir ; r,;, !� f'.. r d_n, L'1'„ AT S1TZ_-
-�c ys J. 1r ��E�� � � �:
r3C1 r L.0 -,:7r0000 =Z7 = Zrtir'..; `,-/c'' Nb tr,rlLi7TS5 0Ad 517-1: r r
o� rya vls:�i�xr_>r_c �-vfvsD C ria�rrrL lrrn; Cc
Tarat +��3a
Ron
P y3: / pelf 3-/,'./
�! S on
l

a �
DEC 13 1993
December 13, 1993
THIS FORM IS TO BE USED HENCEFORTH ON
ALL LAGOONS.
Bill Harrell
1

UNITED STATES SOIL
DEPARTMENT OF CONSERVATION
AGRICULTURE SERVICE
------------------------------------------------------------
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
NAME---aC-0f<-Or-\-0L-_')-_-----w--
LOCATION-�- ----- _---.____
-- ----
--------- --------
TELEPHONE--------------------- SIZE OPERATION-_LZ-66 50'-0
------------
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY
PRODUCER -Zoao FT,
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES------- NO-
If yes, SCS cannot provide assistance.
-� IS SITE AT LEAST 100 FT. FROM A "BLUE LINE"
PERENNIAL STREAM? YES--Z-- NO----
If no, site must be relocated .
IS SITE WITHIN 1 MILE ZONING JURISDICTION
OF A MUNICIPALITY? YES------ NO--�Z-
If yes, landowner should consult with local zoning board
about required permits. Permits must be obtained prior
to design approval.
Are utilities in construction area? YES------ NO-t--�--
If yes, see Part 503 of the National Engineering Manual
and follow policy.
(Copies of maps or other referehee materials may be
attached to site evaluation. )
Page 1

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

+/
6. SUMMARY
Total required volume = 1382239 Cubic feet
Total design volume avai | . = 1398303 Cubic feat
Min . reqrd . trtmnt0tvo / ~ Plus sludge accum. =
���3nK` 939600 Cu, Ft .
At elev. 45. 40 Ft ; Vol ~ 954583 Cubic feet ( end pumpin8 )
Total design volume less 25yr-24hr storm = 1291991 Cu. Pt.
At elev. 47. 40 Ft ; Vo | = 1292917 Cubic feet ( start pumping )
Seasonal high water table elevation is 43.90 Feet, which must
be lower than the elevation of top of treatment volume '
, � o ume 45.40
_
^ �
DESIGNED BY:
APPROVED BY:
. �
DATE: OM��
_~___� DATE:
NOTE : SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES:
7.
-------------
-----------------------------
--------------------
_.
0 ^
.

WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND
APPLY WASTE? YES--V NO----
IF NO, DOES PRODUCER HAVE ACCESS TO
MORE LAND? YES----- NO----
IF LAND IS NOT OWNED BY PRODUCER,
CAN PRODUCER GET AGREEMENT ON LAND
ON WHICH TO APPLY WASTE? YES------ NO----
(Attach Waste Utilization Plan to site evaluation. )
SOIL INVESTIGATION -- VALID ONLY IF SOIL INVESTIGATION
SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON? YES------i1/---
IS A CLAY LINER REQUIRED? YES---- NO
NO- �'
---
IF YES, IS CLAY AVAILABLE ONSITE? YES------ No------
IS A CORE TRENCH REQUIRED? QUESTZQNA�LE-------__
YES---.� NO------
(Attachsoil investigation sheet to site evaluation. )
SITE APPROVED YES----- No------ CONDITIONAL--------
COMMENTS--�� � _S
THIS SITE INVESTIGATION-IS VALIDw -
AS LONG AS THE DESIGN ANDCONSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIME
PERIOD, UNDUE DELAYS OR HESITANCY IN CONSTRUCTION MAY
REQUIRE THAT SITE EVA ION BE INVALIDATED.
SIGNATURE
--- ------- -------- DATE--��'=� a Pq�_
Page 3

#, t
Nutrient Management Plan For Animal Waste Utilization
03-26-2013
This plan has been prepared for: This plan has been developed by:
Carl Dunn
AC Ormond C rs N r. R.dim Division of Water Quality
Kb. Bok I"
943 Washington Square Mall
Washington, NC 27889
252-946-6481
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I(we)understand and agree to the specifications and the operation and maintenance procedures
established in this nutrient management plan which includes an animal waste utilization plan for
the farm named above.I have read and understand the Required Specifications concerning animal
waste management that are included with this plan.
Signature(owner) Date
J
Signa6tImanager 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: -3- 2G-1.3
Technical Specialist Signature Date
-----------------------------------------------------------------------------
879600 Database Version 3.1 Date Printed: 03-26-2013 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.
S9 Swine Farrowing-Weanling Lagoon Liquid waste generated 6,947,307 gals/year by a
2,169 animal Swine Farrowing-Weanling Lagoon Liquid operation.This production
facility.has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 10721 i
r
Incorporated 18412 j
Injected 20276 l�
Irrigated. 11653
Max.Avail. Actual PAN PAN Surplus/ Actin Volume Volume Surplus/
PAN(lbs) Applied(lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 11,653 13450 -1,797 8,018,788 -1,071,481.
Year 2 11,653 13392 -1,739 7,983,763 -1,036,456
----- ------=-------------=-------------------- ---------------------------------
Note: In source ID,S means standard source,U means user defined source.
*Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
119181 Database Version 3.1 Date Printed: 03-25-2013 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(LI) Soil Series Crop Sequence RYE
3094 1 5.85 5.85 N/A Norfolk Com,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
3094 7 5.56 5.56 N/A Orangeburg Com,Grain 120 bu_
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop _ 38 bu.
3094 8 5.91 5.97 N/A Orangeburg Cora Grain . 120 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 38 bu.
3615 10 7.20 7.20 NIA Goldsboro Corn,Grain 130 bu.
Wheat,Grain. 65 bu.
Soybeans,Manured,Double Crop 38 bu.
3615 it 5.00 .5.00 N/A Goldsboro Corn,Grain 130 bu.
Wheat,Grain 65 bu.
Soybeans,Manured,Double Crop 38 bu.
3615 2 4.18 4.18 NIA Goldsboro Com,Grain 130 bu.
Wheat,Grain 65 bu.
Soybeans,Manured,Double Crop 38 bu.
3615 3 4.30 4.30 NIA Norfolk Y Com,Grain 115 bu.
Whcat.Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
3615 4 .4.95 4.95 NIA Norfolk Corn,Grain 115 bu.
Wheal.Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
3615 6 5.30 5.30 NIA Norfolk Corn:Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 ba
3615 9 5.35 5.35 N/A Norfolk Com,Grain 115 bu
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
3616 12 4.43 4.43 N/A Goldsboro Com,Grain 130 bu.
119181 Database Version 3.1 Date Printed 3/2 5120 1 3
PCs Page Page 1 of 2
NOTE: Symbol*means user entered data.

Planned Crops Summary
i Total Useable Leaching
Tract Field Acres Acres Index(L1) Soil Series Crop Sequence RYE
Wheat,Grain 65 bu.
Soybeans,Manured,Double Crop 38 bu.
3616 13 6.47 6.47 N/A Goldsboro Corn,Grain 130 bu.
Wheat,Grain.- 65 bu.
Soybeans,Manured,Double-Crop 38 bu.
3616 14 5.04 5.04 N/A Norfolk lCom,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans;Manured,Double Crop 35 bu.
3616 15 4:13 4.13 N/A Norfolk Corn,Grain 115 bu.
Wheat,.Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
3616 16 4.18 4.18 N/A Norfolk corn,Grain 115 bu
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
3616 17 3.07 3.07 N/A lNorfolk Corn,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured;Double Crop 35 bu
PLAN TOTALS: 80.98 80.98
Li Potential Leaching Technical Guidance
2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
x 2& Moderate potential to contribute to soluble Nutrient Management(590)should.be planned.
<=10 nutrient leaching below the root zone.
- High potential to contribute to soluble Nutrient Management(590)should be planned Other conservation practices that improve the soils
nutrient leaching below the root zone. available water holding capacity and improve nutrient use efficiency should be considered.
>10 Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations(328),Long-Term
No-Till(778),and edge-of-field practices such as Filter Strips(393)and Riparian Forest Buffers
(391).
l 119181 Database Version 3.1 Date Printed 3/25/2013
PCS Page Page 2 of 2
NOTE: Symbol*means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland.needed to use
the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,and proper timing of applications to
maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products,
commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity
of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides
for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Comm. lies. Manure Liquid Solid Liquid c olid
PA Felt. (Ibs/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 ID Soil Series Acres Acres Crop RYE Period' N N N Method N gal/A Tons 1000 gals tons
3094 1 S9 Norfolk 5.85 5.85 Corn,Grain 115 bu. 2/15-6/30 131 0 20 Irrig. 111 66.18 0.00 387.13 0.00
3094 1 S9 Norfolk 5.85 5.85 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 75 44.71 0.00 261.57 0.00
3094 7 S9 Orangeburg 5.56 5.56 Corn,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 117 69.75 0.00 387.83 0.00
I
3094 7 S9 Orangeburg 5.56 5.56 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 75 44.71 0.00 248.61 0.001
3094 8 S9 Orangeburg 5.97 5.97 Corn,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 117 69.75 0.00 416.43 0.00 i
3094 8 S9 Orangeburg 5,97 5.97 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 75 44.71 0.00 266.94 0.00�
3615 1 10 S9 Goldsboro 7.20 7.20 Corn,Grain 130 bu. 2/15-6/30 148 0 20 Irrig. 128 76.31 0.00 549.44 0.00
3615 10 S9 Goldsboro 7,20 7.20 Wheat,Grain 65 bu. 9/1-4/30 136 0 1 0 Irrig. 82 48.65 0.00 350.27 0.00
3615 11 S9 Goldsboro 5.00 5.00 Com,Grain 130 bu. 2/15-6/30 148 0 1 20 Irrig. 128 76.31 0.00 381.56 0.00.
3615 11 S9 Goldsboro 5,00 5.00 Wheat,Grain 65 bu. 1 9/1-4/30 136 0 0 Irrig. 82 48.65 0.00 243.24 0.00
3615 2 S9 Goldsboro 4.18 4.18 Corn,Grain 130 bu. 2/15-6/30 148 0 20 Irrig. 128 76.31 0.00 318,98 0.00
3615 2 S9 Goldsboro 4.18 4.18 Wheat,Grain 6S bu. 9/1-4/30 136 0 0 Irrig. 82 48.65 0.00 203.35 0.00
3615 3 S9 Norfolk 4.30 4.30 Corn,Grain 115 bu. 2/15-6/30 131 0 20 Irrig. 11 l 66.18 0.00 284,56 0.00
3615 3 S9 Norfolk 4.30 4.30 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 1 Irrig. 75 44.71 0.00 192.27 0.00
3615 4 S9 Norfolk 4.95 4.95 Corn,Grain 115 bu. 2/15-6130 131 0 20 Irrig. Ill 66.18 0.00 327.57 0.00"
3615 4 S9 Norfolk 4.95 4.95 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 75 44.71 0.00 221.33 0.00
119181 Database Version 3.1 Date Printed:3/25/2013 WUT Page Page 1 of 4

Waste Utilization Table Ye*ar 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid' Solid
PA Fart, (lbs/A) , PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(lbs/A) (ibs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Cop RYE Period N N N Method N gal/A Tons 1000 gels tons
3615 6 S9 Norfolk 5.30 5.30 Corn,Grain 115 bu. 2/15-6/30 131 0 20 "Irrig. 0 0.00 0.00 0.00 0.00
3615 6 S9 Norfolk 5.30 5.30 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 0 0.00 0.00 0.00 0.00
3615 9 S9 Norfolk 5.35 5.35 Corn,Grain 115 bu. 2/15-6/30 131 0 20 Irrig, 111 66,18 0.00 354.04 0.00
3615 9 S9 Norfolk 5,35 5.35 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 1 Irrig, 1 75 44.711 0.00 239.221 0.00
361.6 12 59 Goldsboro 4.43 4.43 Corn,Grain 130 bu. 2/15-6/30 148 0 20 Irrig. 128 76.31 0.00 338.06 0.00
3616 12 S9 Goldsboro 4.43 4.43 Wheat,Grain 65 bu. 9/1-4/30 136 0 0 Irrig. 82 48.65 0.00 215.51 0.00'
3616 13 S9 Goldsboro 6.47 6.47 Corn,Grain 130 bu. 2/15-6130 148 0 20 brig. 128 76.31 0.00 493.73 0.00
3616 13 S9 Goldsboro 6.47 6.47 Wheat,Grain 65 bu. 9/1-4/30 136 0 0 Irrig. 82 48.65 0.00 314.75 0.00
3616 14 S9 Norfolk 5.04 5.04 Corn,Grain 115 bu. 2/15-6/30 131 0 20 Irrig. 111 66.18 0.00 333.53 0.00
3616 14 S9 Norfolk 5.04 5.04 Wheat,Grain 60 bu: 9/1-4/30 125 0 0 Irrig. 75 44.71 0.00 225.36 .0.00
3616 15 S9 Norfolk 4.13 4.13 Corn,Grain 115 bu. 2/15-6/30 131 0 20 Irrig. 0 0.00 0.00-- 0.00 0.00
3616 15 S9 Norfolk 4.13 4.13 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 1 Irrig. 0 0.00 0.00 0,00 0.00
3616 16 S9 Norfolk 4.18 4.18 Corn,Grain 115 bu. 2/15-6/30 131 0 20 Irrig. 111 66.18 0:00 276.62 0.00
3616 16 S9 Norfolk 4.18 4.18 Wheat,Grain 60 bu. 9/1-4130 125 0 0 Irrig. 75 44.71 0.00 186.90 0.00
3616 17 S9 Norfolk 3.07 3.07 Corn,Grain 115 bu. 2/15-6/30 131 0 20 Irrig. 0 0.00 0.00 .0.00 0.00
3616 17 S9 Norfolk 3.07 3.07 Wheat,Grain 60'bu. 9/1-4/30 125 0 0 Irrig. 0.00 0.00 0.00 0.00
Total Applied,1000 gallons 8,018.74
Total Produced,1000 gallons 6,947.31
Balance,1000 gallons -1,071.48
`total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
119181 Database Version 3.1 Date Printed:3/25/2013 WUT Page Page 2 of 4

Waste Utilization Table Year 2
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(Ibs/A) (lbs/A) (1bs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres crop RYE . Period N N N Method N gal/A Tons 1000 gals tons
't,
F-3O94'
1 S9 Norfolk 5.85 5.85 Wheat,Grain 60 bu. 911-4/30 125 0 0 Irrig, 50 29.81 0.00 174.38 0.00
1 S9 Norfolk 5.85 5.85 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 81.68 0.00 477.81 0.00
4
1
3094 7• S9 Orangeburg 5.56 5.56 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 50 29.81 0.00 165.74 0.00'
3094 1 7 S9 Orangeburg 5.56 5.56 Soybeans,Manured,Double Crop 38 bu. 1 4/1-9115 149 0 0 Irrig. 149 88.83 0.00 493.90 0.00
3094 8 S9 Orangeburg 5.97 5.97 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 50 29.81 0.00 177X 0.00.
3094 8 S9 Orangeburg 5.97 5.97 Soybeans,Manured,Double Crop 38 bu. 4/1-9115 149 0 0 Irrig. 149 88.83 0.00 530.32 0.00
3615 10 1 S9 Goldsboro 7.20 7.20 Wheat,Grain 65 bu: 9/1-4/30 136 0 0 brig. 54 32,43 0.00 233.51 0.00
1
3615 10 S9 Goldsboro 7.20 7.20 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 0 0 Irrig. 149 88.83 0.00 639.58 0.00 i
3615 11 S9 Goldsboro 5,00 5.00 Wheat,Grain 65 bu. 911-4/30 136 0 0 Irrig. 54 32.43 0.00 162.16 0.001
3615 11 S9 i Goldsboro 5.00 5.00 Soybeans,Manured,Double Crop 38 bu. 4/1-9115 149 0 0 brig. 149 88.83 0.001 444.16 0.00
3615 1 2 S9 Goldsboro 4.18 4,18 Wheat,Grain 65 bu. 9/1-4/30 136 0 0 Irrig. 1 54 32.43 0.00 135.57 0.00
3615 2 S9 Goldsboro 4.18 4.18 Soybeans,Manured,Double Crop 38.bu. 4/1-9/15 149 0. 0 brig. 1 149 88.83 0.00 371.31 0.00
3615 3 S9 Norfolk 4.30 4.30 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 50 29.81 0.00 128.18 0.00
3615 3 S9 Norfolk 4.30 4.30 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 81.68 0.00 351.21 0.00
3615 4 1 S9 Norfolk 4.95 4.95 Wheat,Grain 60 bu. 9/I-4/30 125 0 0 Irrig, 50 29.81 0.00 147.55 0.00
3615 4 S9 lNorfolk 4.95 4.95 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 81.68 0.00 404.30 0.00
3615 6 S9 Norfolk 5.30 5.30 Wheat,Grain 60 bu. 9/1-4/30 125 1 0 0 Irrig. 0 0.00 0,00 0.00 0.00
3615 6 S9 Norfolk 5.30 5.30 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 0 0.00 0.00 0.00 0.00
3615 9 99 Norfolk 5.35 5.35 Wheat,Grain 60 bu. 9/1-460 125 0 0 Irrig. 50 29.81 0.00 159.48 0.00
3615 9 S9 Norfolk 5.35 5.35 Soybeans,Manured;Double Crop 35 bu. 4/1-9115 137 0 0 Irrig. 137 81.68 0.00 436.97 0.00
3616 12 S9 Goldsboro .4.43 4.43 Wheat,Grain 65 bu. 9/1-4/30 136 0 0 Irrig. 54 32.43 0.00 143.67 0.00
3616 12 S9 Goldsboro 4.43 4.43 Soybeans,Manured,Double Crop 38 bu. 411-9/15 149 0 0 Irrig. 149 88.83 0.00 393.52 0.00
119181 Database Version 3.1 Date Printed:3/25/2013 WUT Page Page 3 of 4

v ,
Waste Utirkation Table Year 2
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. Obs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(Ibs/A) (lbs/A) (lbs/A)
Source Total Use, Applic. Applic, 1000
Tract. Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gW/A Tons 1000 gals tons
3616 13 S9 Goldsboro 6.47 6.47 Wheat,Grain 65 bu. 9/1-4/30 136 0 0 brig. 54 32.43 0.00 209.84 0.00
3616 13 S9 Goldsboro 6.47 6.47 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 0 0 Irrig. 149 88.83 0.00 574.74 0.00
3616 14 S9 Norfolk 5.04 5.04 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 50 29,81 0,00 150.24 0.00
3616 14 S9 Norfolk 5.04 5.04 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 81.68 0,00 411.65 0.00
i
3616 15 S9 Norfolk 4.13 4.13 Wheat,Grain 60 bu, 9/1-4/30 125 0 0 Irrig. 0 0.00 0.00 0.00 0.00�[
3616 15 S9 Norfolk 4.13 4,13 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 0 0.00 0.00 .0.00 0.00
3616 16 S9 Norfolk 4.18 4.18 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 50 29.81 0.00 124.60 0.00
3616 1 16 S9 Norfolk 4.18 4.18 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 brig. 137 81.68 0.00 341.41 0.00
3616 17 S9 Norfolk 3.07 3.07 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 0 0,00 0.00 0.00 0.00
3616 17 S9 Norfolk 3.07 3.07 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 0 0.00 0.00 0.00 0.001
Total Applied,1000 gallons 7,983.76
Total Produced,1000 gallons 6,947.31
Balance,1000 gallons -1,036.46
Total Applied,tons 0.00
F
Total Produced,tons 0,00
Balance,tons 0.00
Notes: 1. In the tract column,-symbol means Ieased,otherwise,owned. 2. Symbol "means user entered data.
119191 Database Version 3.1 Date Printed:3/25/2013 WUT Page Page 4 of 4

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies-with soils. If
applying waste hiltrieats through ari irrigation system,you must apply at a rate that will not result in runoff. This table provides the
tnaximuln application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum
application amounf that each field may receive in any one application event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
3094 'k 1 Norfolk 0.50 1.0
3094 7 Orangeburg 0.50 1.0
3094 8 Orangeburg 0.50 1.0
3615 10 Goldsboro 0.50 1.0
3615 11 Goldsboro 0.50 1.0
3615 2 Goldsboro 0.50 1.0
3615. 3 Norfolk 0.50 1.0
3615 4 Norfolk 0.50 1.0
3615 6 Norfolk 0.50 1.0
3615. 9 or-folk 0.50 1.0
3616 12 Goldsboro 0.50 1.0
3616 13 Goldsboro 0.50 1.0
3616 -14 Norfolk 0.50 1.0
36.16 15 Norfolk 0.50 1.0
3616 16 Norfolk 0.50 1.0
3616 1 17 lNorfalk 0.50 1.0
119181 Database Version 3.1 Date Printed 3/25/2013 lAF Page Page 1 of 1
NOTE: Symbol*means user entered data.

The following•Lagoon Sludge Nlifogen 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 1'scility 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 acern. Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PAN Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lblac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Farrowing-Weanling Lagoon Sludge-Standard
Com 120 bu 150 13-16 6427 128.54 192.81
Hay 6 ton RY.E.- 300 2632 32.14 64.27 96.4I
Soybean 40 bu 160 14.04 60.25 120.51_ 180-76
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119181 Database Version 3.1 Date Printed: 03-25-2013 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 Ca acit ,
nPlan:Year
Swine Farrowing-Weanlin Lagoon Li uid Design Storage Capacity(Days)
911180
Month- Available Storage Capacity(Days)
! 1 28
1 2 0
1 3 33
1 4 67
1 5 100
1 6 134
1 7 103
1 8 72
1 9 42
1 10 94-
1 11 147
1 12 116
2 1 141
2 2 169
2 3 138
2 4 180
2 5 180
2 6 180
2 7 180
2 8 149
2 9 119
2 10 88
2 11 58
2 12 27
*Available Storage Capacity is calculated as of the end of each month.
119181 Database Version 3.1 Date Printed: 03-25-2013 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 disldng 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.
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119181 Database Version 3.1 Date Printed:3/25/2013 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.
119181 Database Version 3.1 Date Printed:3/25/2013 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.
119181 Database Version 3.1 Date Printed:3/25/2013 Specification Page 3

Crop Notes
The following crop note applies to field(s): 10, 1.1, 12, 13,2
Corn 1:CP,Mineral Soil,low-leachable
In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety"green book"and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions.Plant 1-2"deep.Plant
populations should be determined by the hybrid being planted.Increase the seeding rate by 10%when
planting no-till.Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool,wet soil;banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-3011bs/acre N and 20-301bs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter.The rest of the N should be applied about 30-40
days after emergence.The total amount of N is dependent on soil type. When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during.the growing season to monitor the overall nutrient status
of the corn.Timely management of weeds and.insects are essential for corn production.
The following crop note applies to field(s): 1, 14,15, 16, 17,3,4,.6,7,8,9
Corn:CP,Mineral Soil,medium leaching
.In the Coastal Plain,com is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety"green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and-conditions.Plant 1-2"deep.Plant
populations should be determined by the hybrid being planted.Increase the seeding rate by 10%when
planting no-till.Phosphorus and potassium recommended by a soil test can.be broadcast or banded at
planting. When planting early in cool,wet soil,banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter.The rest of the N should be applied about 30-40
days after emergence.The total amount of N is dependent on soil type.When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting.Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn.Timely management of weeds and insects are essential;for corn production.
The following crop note applies to field(s): 10, 11, 12, 13,2
Wheat:Coastal Plain,Mineral Soil,low-leachable
In the Coastal Plain,wheat should be planted from October 20-November 25.Plant 22 seed/drill row foot
at 1-1 1/2"deep 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.Adequate depth control when planting the'wheat is essential.Review the NCSU Official Variety
"green book"and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions.Apply no more than 301bs/acre N at planting.
Phosphorus and potash recommended-by a soil test can also be applied at this time.The remaining N
should be applied during the months of February-March.The total N is dependent on the soil.type.Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases,insects and weeds are essential for profitable wheat production.
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119181 Database Version 3.1 Date Printed: 03-25-2013 Crop Note Page Page 1 of 2

The following crop note applies to field(s):-1, 14, 15, 16, 17, 3,4,6,7,8,9
Wheat: Coastal Plain,Mineral Soil,medium leachable
In the Coastal Plain,wheat should be planted from October 20-November 25.Plant 22 seed/drill row foot
at 1-1 1/2" deep 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 101/6 when planting
no-till.Adequate depth control when planting the wheat 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 report can also be applied at this time.The remaining
N should 8`�applied during the months of February-March.The total N is dependent on the soil type.
Plant-samples can be analyzed during the growing season to monitor the nutrient status of-the wheat.
Timely management of diseases,insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 10, 11, 12, 1.3,2
Double-Crop.Soybeans,Coastal Plain:Mineral Soil,low-leachable
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling soybeans in small grain straw,it is essential.to-manage the straw to achieve adequate
plant populations.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'.
Plant 2-4 seed/row foot for 7-8"drills;4-6 seed/row foot for 15"rows;6-8 seed/row foot for 30" rows and
8-10 seed/row foot for 36"rows.Increase the seeding rate-by at least 10%for no-till planting. Seeding
depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash recommended
for the soybeans can be applied to the wheat in the Fall.Soybeans produce their own nitrogen and are
normally grown without additions of nitrogen.However,applications of 20-30 lbs/acre N are sometimes
made at planting-to promote early growth and vigor. Tissue samples can be analyzed during the growing
season to monitor the overall nutrient status of the soybeans.Timely management of weeds and insects is
essential for profitable double crop soybean production.
The following crop note applies to field(s): 1, 14, 15, 16, 17,3,4,6,7,8, 9
Double-Crop Soybeans,Coastal Plain:-Mineral soil,medium leachable
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling soybeans in small grain straw,it is essential to manage the straw to achieve adequate
plant populations.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.
Plant 2-4 seed/row foot for 7-8"drills;4-6 seed/row foot for 15"rows;6-8 seed/row foot for 30"rows and
8-10 seed/row foot for 36"rows.Increase the seeding rate by at least 10%for no-till planting.Seeding
depth should be 1-1 1/2"and adequate depth control is essential. Phosphorus and potash recommended
for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own nitrogen and are
normally grown without additions of nitrogen.However,applications of 20-30 lbs/acre N are sometimes
made at planting to promote early growth and vigor.Tissue samples can be analyzed during the growing
season to monitor the overall nutrient status of the soybeans.Timely management of weeds and insects is
essential for profitable double crop soybean production.
119181 Database Version 3.1 Date Printed: 03-25-2013 Crop Note Page Page 2 of 2

12/10/18
NUTRIENT UTILIZATION PLAN
Pine Ridge Slurry Plan
Grower(s): AC Ormond
Farm Name: Pine Ridge
County: Greene
Permit Capacity:
2169 Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
Gilts
Boars
Storage Structure: Anaerobic Lagoon
Storage Period: >180 days
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWR regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 11

This plan is based on the waste application method shown above. If you choose to change
methods in the future,you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made,which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons,ft3,tons,etc.):
Capacity Type Waste Produced per Animal Total
2169 Farrow to Wean 2638 gal/yr 5,721,822 gaVyr
Farrow to Feeder 3861 gal/yr gaVyr
Farrow to Finish 10478 gal/yr gaVyr
Wean to Feeder 191 gaVyr gaVyr
Wean to Finish 776 gal/yr gaVyr
Feeder to Finish 927 gal/yr gaVyr
Gilts 1015 gaVyr gaVyr
Boars 2959 galtyr gaVyr
Total 5.721,822 all r
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity T pe Nitrogen Produced per Animal Total
2169 Farrow to Wean 29 Ibs/yr 62,901 Ibs/yr
Farrow to Feeder 6.95 Ibs/yr Ibs/yr
Farrow to Finish 18.86 Ibs/yr Ibs/yr
Wean to Feeder 0.34 Ibs/yr Ibs/yr
Wean to Finish 1.4 Ibs/yr Ibs/yr
Feeder to Finish 1.67 Ibs/yr Ibs/yr
Gilts 1.83 Ibs/yr Ibs/yr
Boars 5.33 Ibs/ r Ibs/•;r
Total 62,901 Ibsl r
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 33.84
Total N Required 1st Year: 4230.00
Total N Required 2nd Year: 0.00
Average Annual Nitrogen Requirement of Crops: 4,230.00
Total Nitrogen Produced by Farm: 62,901.00 Status:
Nitrogen Balance for Crops: 58,671.00 Not Enough Land
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size;
soil characteristics,and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2of11

2nd Crop Lbs N/Ac Lbs N Total Ibs N Total Total Ibs N
Ibs N/Unit Residual /Ac Utilized Lbs N/Acl Utilized
#VALUE! #VALUE!
#VALUE! #VALUE!
I #VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
#VALUE! #VALUE!
0 4230
3(a)of 11

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N 2nd Crop Time to 2nd Crop
Acreage T e Code Apply Yield Ibs N/Unit Residual /Ac Utilized Code Apply Yield
Pines H1 4.88 Lv P Jan-Dec 6.5 50 125 610 P
Pines H2 3.96 Ra P Jan-0ec 6.5 50 125 495
Pines H3 4. 8 Ra P Jan-Dec 6..0 50 125 610
Pines H4 5.87 Ra P Jan-Dec 6.0 50 125 733.75
Pines H5 4.63 Ra P Jan-Dec 125 578.75
Pines H6 5.87 Ra P Jan-Dec 125 733.75
Pines H7 2.13 Ra P Jan-Dec 125 266.25
Pines H7A 1.62 Ra P Jan-Dec 6.0 50 125 202.5
Totals: 33.84 4230
3(a)of 11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Si.ecifications PAN! r/animal Farm Total/ r
Farrow to Wean 0.8
Farrow to Feeder 0.96
Farrow to Finish 3.9
2169 Wean to Feeder 0.07 151.83
'75n to Finish 0—�`____
Feeder to Finish 0.34
Gilts 0.39
Boars 0.55
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 151.83 pounds of plant available nitrogen per year and will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
.If you remove the sludge every 5 years,you will have approximately 759.15 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 2 acreas of land. If you apply the sludge
to com at a rate of 125 pounds per acre, you will need 6.0732 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to property
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
'This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for>180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application priorto applying the waste.
5of11

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil Application Rate Application Amount
Tract Hydrant lype Crop in/hr * inches
Pines H1 Ly P 0.4 1
Pines H2 Ra P 0.4 1
Pines H3 Ra P 0.4 1
Pines H4 Ra P 0.4 1
Pines H5 Ra P 0.4 1
Pines H6 Ra P 0.4 1
Pines H7 Ra P 0.4 1
Pines 1-17A Ra P 0.4 1
U�
6of11

Additional Comments:
This slui;v elan is to be used in conjunction with the regular plan for lagoon liquid
application. There is not enou(;h land to apply all of the PAN associated with
slur from this farm. The pines trees will receive slurry at times when it is
convenient for the owner.
7of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: n� R1j 0 ��
Owner: A,e
Manager:%al<l
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWR before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWR upon request.
Name of Facility Owner: 0 n o#,J
Signature: L/L� 01 Zo
1
Crate
Name of Manager (if different from owner): ma cJ
Signature: p7 �p� CY
Date
Name of Technical Specialist: Eve Honeycutt
Affiliation: NC Cooperative Extension Lenoir County
Address: 1791 Hwy 11-55
Kinston, NC 28504
Telephone: [phone]
Signature: / d j B ;
AIF)
Date
Y �-
8 of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 which 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 Utilization Plan when there is a change
in the operation,increase in the number of animals, method of application, recieving 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 disking after waste application. Waste should
not be applied when there is dangerof 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"Weatherand Climate in North Carolina"forguidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift from the
site during application. No ponding should occur in order to control odor and flies.
8 Animal waste shall not be applied to saturated soils,during rainfall events, or when the surface
is frozen.
9of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 orwinterfor 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 than 25
feet to perennial waters.
12 Animal waste shall not be applied closer than 100 feetto 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 discha rged into surface waters,drainageways,or wetlands by 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
10 of 11

discharged into the animal waste management system.
AR
d '
pQR ® 9�q19
10 of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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.,a re 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
obtain ing a nd implementing a "closure plan" whic h wi II eliminate the possibility of an illegal discharge,
pollution and erosion.
19 Waste handling structures,piping,pum ps, reels,etc.,should be inspected on a regula r 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, ifanimalwaste is used oncrops 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 soil shall be monitored and alternative crop
sites shall be used when these metals approach excessive levels. pH shall be adjusted and maintained
foroptimum crop production.Soil andwaste analysis records shall be keptfora 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 a minimum of five years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
11 of 11

TABLE 2 - Traveling Irrigation Gun Settings
Make, Model and Type of Equipment:
EQUIPMENT SETTINGS
Field No Travel Application TRAVEL LANE Wetted Nozzle Operating O eratin
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure
Hydrant Noe (ft/min) (in/hr) Width(ft) Length(ft) (feet) Arc
6 � ) I (inches) @ Gu�(psi) @Reel(psi} Pattern3 O omaren.E
s
I � �
La 0 " c:
. 7,5
I _ a
I
I
I
I
'See attached map provided by the Field Office for field location(s).
2Show separate entries for each hydrant location in each field.
'Use the following abbreviations for various arc patterns: F(full circle),TQ (three quarters), TT(two thirds), H (half circle),T(one third), Q (one quarter).
May also use degree of arc in degrees.
Ir i Parameters
G 1995 USDA-MRCS
page-2 M—*k r.. r.

Table NE70. Design Area Allowances for New or Expanded Hand Hose Traveler Systems
EXTERIOR lane-in field with multiple overlapping lanes:
Hydrant Spacing based on 70 percent of wetted diameter,
(Areas shown are acreage outside starting/stopping gun location)
wetted start end Stop end wetted area,acres
diameter wetted
d area arc angle arc angle are angle arc angle arc angle
(feet) acres 180 deg roes 225 degrees 270 degrees 316 degrees 330 d2grees
(A) (B) (C) (D) (E) (F) (G)
150 0.12 0.00 0.03 0.06 0.09 0.10
160 0.14 0.00 0.03 0.07 0.10 0.11
170 0.16 0.00 0.04 0.08 0.12 0.13
180 0.17 0.00 0.04 0.09 0.13 0.14
190 0.19 0.00 0.05 0.10 0.14 0.16
200 0.22 0.00 0.05 0.11 0.16 0.18
210 0.24 0.00 0.06 0.12 0.18 0.20
220 0.26 0.00 0.06 0.13 0.19 0.22
230 0.28 0.00 0.07 0.14 0.21 0.24
240 0.31 0.00 0.07 0.15 0.23 0.26
250 0.34 0.00 0.08 0.16 0.25 0.28
260 0.36 0.00 0.09 0.18 0.27 0.30
270 0.39 0.00 0.09 0.19 0.29 0.33
280 0.42 0.00 0.10 0.21 0.31 0.35
290 0.45 0.00 0.11 0.22 0.34 0.38
300 0.48 0.00 0.11 0.24 0.36 0.40
310 0.52 0.00 0.12 0.25 0.39 0.43
320 0.55 0.00 0.13 0.27 0.41 0.46
330 0.69 0.00 0.14 0.29 0." 0.49 P-
340 0.62 0.00 0.15 0.30. 0.46 0.52
350 0.66 0.00 0.16 0.32 0.49 0.55
360 0.70 0.00 0.16 0.34 0.52 0.58
370 0.74 0.00 0.17 0.36 0.55 0.61
380 0.78 0.00 0.18 0.38 0.58 0.64
390 0.82 0.00 0.19 0.40 0.81 0.68
400 0.86 0.00 0.20 0.42 0.64 0.71
410 0.90 0.00 0.21 0.44 0.87 0.75
420 0.95 0.00 0.22 0.46 0.71 0.79
430 0.99 0.00 0.23 0.49 0.74 0.83
440 1.04 0.00 0.25 0.51 0.78 0.86
450 1.09 0.00 0.26 0.53 0.81 0.90
460 1.14 0.00 0.27 0.56 0.85 0.94
470 1.19 0.00 0.28 0.58 0.89 0.99
480 1.24 0.00 0.29 0.81 0.92 1.03
490 1.29 0.00 0.30 0.63 0.96 1.07
500 1.34 0.00 0.32 0.66 1.00 . 1.12
CAWMP Wettable Acre
Traveling Gun System Page 32 EBAE-217-99,2120/99

Table EI70. Area Allowances for Existing Hard Hose Traveler Systems
Interior lane - in field with multiple overlapping lanes:
Hydrant Spacing based on 70 percent of verified wetted diameter,
(Areas shown are acreage outside starting/stopping gun location)
wetted start end Stop end wetted area, acres
diameter wetted
d area arc angle are angle are angle arc angle arc angle
(feet) (acres) 180 degrees 225 degrees 270 degrees 315 degrees 330 degrees
(A) (B) (C) (D) (E) (F (G)
150 0.16 0.00 0.03 0.06 0.11 0.13
160 0.19 0.00 0.03 0.07 0.13 0.15
170 0.21 0.00 0.03 0.08 0.15 0.17
180 0.24 0.00 0.04 0.09 0.16 0.19
190 0.26 0.00 0.04 0.10 0.18 0.21
200 0.29 0.00 0.05 0.11 0.20 0.23
210 0.32 0.00 0.05 0.12 0.22 0.26
220 0.35 0.00 0.06 0.14 0.25 0.28
230" 0.39 0.00 0.06 0.15 0.27 0.31
240 0.42 0.00 0.07 0.16 0.29 0.34
250 0.46 0.00 0.07 0.18 0.32 0.36
260 0.49 0.00 0.08 0.19 " 0.34 0.39
270 0.53 a 5.- 0.00 0.08 0.20 0.37 0.42,
280 0.57 - 0.00 0.09 0.22 0.40 0.46
290 0.62 0.00 0.10 0.24 0.43 0.49
300 0.66 0.00 0.10 0.25 0.46 0.52
310 0.70 0.00 0.11 0.27 0.49 0.56
320 0.75 0.00 0.12 0.29 0.52 0.60
330 0.80 0.00 0.13 0.31- 0.55 0.63
340 0.85 0.00 0.13 0.32 0.59 0.67
350 0.90 0.00 0.14 0.34 0.62 0.71
360 0.95 0.00 0.16 .0.36 0.66 0.75
370 1.00 0.00 0.16 0.38 0.69 0.80
380 1.06 0.00 0.17 0.41 0.73 0.84
390 1.11 0.00 0.18 0.43 0.77 0.88
400 1.17 0.00 0.19 0.45 0.81 0.93
410 1.23 0.00 0.20 0.47 0.85 0.98
420 1.29 0.00 0.21 0.50 0.89 1.03
430 1.35 0.00 0.22 0.62 0.94 1.08
440 1.42 0.00 0.23 0.54 0.98 1.13
450 1.48 0.00 0.24 0.57 1.03 1.18
460 1.55 0.00 0.25 0.59 1.07 1.23
470 1.62 0.00 0.26 0.62 1.12 1.28
480 1.69 0.00 0.27 0.65 1.17 1.34
490 1.76 0.00 0.28 0.68 1.22 1.40
500 1.83 0.00 0.29 0.70 1.27 1.45
CAWMP Wettable Acre
Traveling Gun System Page 24 = EBAE-217-99,2/20/99

Table E90+.Area Allowances for Existing Hand Hose Traveler Systems
Field with Single Pull or Multiple pulls and
Hydrant Spacing Greater than 90 percent of verif:d-wetted diameter,
(Areas shown are acreage outside starting/stopping gun location) t`
wetted start end Stop end wetted area, acres
diameter wetted
d area am angle arc angle arc angle are angle arc angle
feet acres 18Mdegrees 225 degrees 270 degrees 315 degrees 330 degrees
(A) (B) (C) (D) (E) (F) (G)
150 0.16 0.00 0.04 0.08 0.12 0.14
160 0.19 0.00 0.05 0.09 0.14 0.16
170 0.21 0.00 0.05 0.11 0.16 0.18
180 0.24 0.00 0.06 0.12 0.18 0.20
190 0.26 0.00 0.07 0.13 0.20 0.22
200 0.29 0.00 0.07 0.15 0.22 0.24
210 0.32 0.00 0.08 0.16 0.24 0.27
220 0.35 0.00 0.09 0.18 0.27 0.29
230 0.39 0.00 0.10 0.19 0.29 0.32
240 0.42 0.00 0.11 0.21 0.32 0.35
250 0.46 0.00 0.11 0.23 0.34 0.38
260 0.49 0.00 0.12 0.25 0.37 0.41
270 0.53 0.00 0.13 0.27 0.40 0.44
280 0.57 0.00 0.14 0.29 0.43 0.48
290 0.61 0.00 0.15 0.31 0.46 0.51
300 0.66 0.00 0.16 0.33 0.49 0.55
310 0.70 0.00 0.18 0.35 0.53 0.58
320 0.75 0.00 0.19 0.37 0.56 0.62
330 0.80 0.00 0.20 0.40 0.60 0.66
340 0.84 0.00 0.21 0.42-. 0.63 0.70
350 0.89 0.00 0.22 0.45 0.67 0.75
360 0.95 0.00 0.24 0.47 0.71 0.79
370 1.00 '0.00 0.25 0.50 0.75 0.83
380 1.05 0.00 0.26 0.53 0.79 0.88
390 1.11 0.00 0.28 0.56 0.83 0.93
400 1.17 0.00 0.29 0.58 0.88 0.97
410 1.23 0.00 0.31 0.61 0.92 1.02
420 1.29 0.00 0.32 0.64 0.97 1.07
430 1.35 0.00 0.34 0.68 1.01 1.13
440 1.41 0.00 0.35 0.71 1.06 1.18
450 1.48 0.00 0.37 0.74 1.11 1.23
460 1.55 0.00 0.39 0.77 1.16 1.29
470 1.61 0.00 0.40 0.81 1.21 1.34
480 1.68 0.00 0.42 0.84 1.26 1.40
490 1.75 0.00 0.44 0.88 1.32 1.46
500 1.83 0.00 0.46 0.91 1.37 1.52
CAWMP Wettable Acre
Traveling Gun System Page 29 EBAE-99,2/20/99

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 surlace of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
a 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.
Q In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
Q a 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).
QMass 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 AX
se emergency,the State Veterinarian may enact
additional tempor procedures oeasures for disposal according to G.S. 106-399.4.
q �J V�)- / Y
lure o Farm Owner/Manager Date
�r_ '.� i ature o€T hnical Specialist Date

Steven W.Troxler North Carolina Department of Agriculture David T.Marshall,DVM
Commissioner and Consumer Services State Veterinarian
Veterinary Division
September 23, 2013
Mr. A. C. Ormond Swine Farm 911 Address:
Ormond Farms,L`LC Pine Ridge Farm
788 Ormond Farm Road 822 Ormond Farm Road
Hookerton,NC 28538 Hookerton,NC 28538
[phone] Greene County
State ID: 552212594
National ID: OODY3HS
Dear Mr. Ormond:
Pursuant to NCAC 52C.0102, your request to compost swine mortality on your premises at 822 Ormond
Farm Road,Hookerton, NC in Greene County is approved. Approval is granted under the following
conditions and stipulations:
1. All North Carolina solid waste,air,water quality,and other applicable regulations must be met in
siting and operation of the system
2. Only poultry or swine are to be processed in this facility;NO bovine,caprine,ovine or cervid
species shall be processed
3. Mortality to be processed shall originate only from the identified premises and the finished
product is used solely on agricultural operations owned, operated, or leased,by the permitee
4. The final product of the process must be stored,treated and utilized in accordance with all federal,
state, and local laws,regulations, and permit requirements;the final product shall not be sold
5. Temperatures shall be within NRCS guidelines to reach a minimum of 131 degrees F within 5
days of filling the unit and remain at least at 131 degrees F for a minimum of 5 consecutive days
to maintain the composting process and reduce pathogen load
6. Dead animals are not to be removed from composting until all flesh,internal organs, and other soft
tissue are fully decomposed
7. The proposed facility shall have the following minimum setback requirements*:
• 100-foot buffer between all property lines and compost areas
• 100-foot buffer between all wells and compost areas,except for monitoring wells
• 50-foot buffer between perennial streams/rivers and compost areas.
8. A copy of the permit,plans, and operational reports shall be maintained on site and be available
upon request by NCDA&CS,Veterinary Division personnel
9. The facility and operational records shall be available for annual inspection by Veterinary
Division personnel and shall be sent to the Veterinary Division upon request
10. Operational reports shall include temperature monitoring during initial facility start-up and follow-
up records that contain either 10 days/month or annual laboratory results of pathogen load testing
1030 Mail Service Center,Raleigh,North Carolina 27699-1030 • [phone]
An Equal Opportunity Affirmative Action Employer

11. An application for a permit modification shall be required for changes in facility ownership, an
increase in facility capacity,or any other changes from the stipulations of this permit
12. The Veterinary Division must be immediately notified of any complicating issues involving
animal disease or environmental concerns
13. The State Veterinarian reserves the right to cancel this permit if a specific concern for controlling
animal disease arises, or if any of the aforementioned conditions are not met.
This document shall in no circumstances be interpreted as an endorsement of any specific manufacturer or
type of mortality management system by the State Veterinarian and the Office of the State Veterinarian
does not approve or disapprove the technical or performance standards for specific makes or designs of
equipment.
*Additional requirements and regulations will apply from DENR,Division of Solid Waste Management if
application for off--farm disposition of composted material is requested(see G.S. 130A-309.29 and 15A
NCAC 13B, Section .1400
**If greater than 1000 cubic yards of composted material is handled in the facility per quarter, a setback
from residences of 500 feet is required
Sincerely,
t - P.,7-
Dr. Tom Ray,DVM,MPH
Director of Animal Health Programs/Livestock
cc: Dr. David Marshall, State Veterinarian
Dr, Sarah Mason;Director,AHP-Poultry
Dr.James Kittrell,Veterinary Medical Officer
Dr..Betty Herring, Veterinary Medical Officer
Carl Kirby,USDA-NRCS

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

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

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

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

• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin,or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper-agitator impeller pump through large
-bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland;and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and
crop requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag-line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge
can be removed without liner injury. If the liner is damaged it must be repaired as soon
as possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal
content than liquid. Because of this it should probably be applied to land with low
phosphorus'and metal levels, as indicated by a soil test, and incorporated to reduce the
chance of erosion. Note that if the sludge is applied to fields with very high soil-test
phosphors, it should be applied only at rates equal to the crop removal of phosphorus.
As with other wastes, always have your lagoon sludge analyzed for its nutrient value.
6

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

EMERGENCY ACTION PLAN
DWQ PHONE NUMBERS I
EMERGENCY MANAGEMENT SYSTEM ;1
SWCD 11 c '" 3-7?0
NRCS ! '7 � :
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or leave
your property to consider that you have a problem. You should make every effort to ensure that
this does not happen. This plan should be posted in an accessible location for all employees at the
facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C: Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
1 December 18, 1996

D: Leakage from flush systems,houses, solid separators-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E: Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing
leaks-possible action:
a. Dig a small sump or ditch away 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?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off of the property)?
h. How much reached surface waters?
3: Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality)regional office;
Phone - - . After hours, emergency number: 919-733-3942. Your phone call
should include: your name, facility, telephone number, the details of the incident from item
2 above, the exact location of the facility, the location or direction of movement of the
spill, weather and wind conditions. The corrective measures that have been under taken,
and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS Phone number - -
c. Instruct EMS to contact local Health Department.
d. Contact CES,phone number - - , local SWCD office phone number - - , and
local NRCS office for advice/technical assistance phone number - - .
2 December 18, 1996

4: If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask that person to contact the proper agencies for you.
5: Contact the contractor of your choice to begin repair of problem to minimise off-site damage.
a. Contractors Name: J r- ) c1 �
b. Contractors Address: - ,f7C
c. Contractors Phone:_ Q c> ff
6: Contact the technical specialist who certified the lagoon (MRCS, Consulting Engineer, etc.)
a. Name. A �. ,�G F t
b. Phone:_ + r' &jq
7: Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems with
release of wastes from happening again.
3 December 18, 1996

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Pit recharge points . Agitation of recycled lagoon Extend recharge lines to near bottom of pits with
liquid while pits are filling anti-siphon vents
Lift stations • Agitation during sump tank O Sump tank covers
filling and drawdown 1f
Outside drain • Agitation during wastewater 0 Box covers
collection or junction conveyance
boxes
End of drainpipes e Agitation during wastewater 1 Extend discharge point of pipes underneath
at lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions
r Proper lagoon liquid capacity
• Biological mixing Correct lagoon startup procedures
• Agitation Minimum surface area-to-volume ratio
Minimum agitation when pumping
O Mechanical aeration
0 Proven biological additives
Irrigation sprinkler • High pressure agitation ' Irrigate on dry days with little or no wind
nozzles . Wind drift Minimum recommended operating pressure
(' Pump intake near lagoon liquid surface
0 Pump from second-stage lagoon
Storage tank or • Partial microbial D Bottom or midlevel loading
basin surface decomposition 0 Tank covers
• Mixing while filling 0 Ba
sin surface mats of solids
• Agitation when emptying 0 Proven biological additives or oxidants
AMOC -November 11, 1996,page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine production Vegetative or wooded buffers
IF,
Recommended best management practices
kr Good judgment and common sense
Animal body • Dirty manure-covered ` Dry floors
surfaces animals
Floor surfaces • Wet manure-covered floors Slotted floors
Waterers located over slotted floors
Feeders at high end of solid floors
Scrape manure buildup from floors
Underfloor ventilation for drying
Manure collection o Urine ;f�l Frequent manure removal by flush,pit recharge,
pits . Partial microbial or scrape
decomposition I Underfloor ventilation
Ventilation exhaust • Volatile gases Fan maintenance
fans . Dust Gf Efficient air movement
Indoor surfaces . Dust 1 Washdown between groups of animals
Feed additives
Feeder covers
Feed delivery downspout extenders to feeder
covers
Flush tanks • Agitation of recycled lagoon 0 Flush tank covers � �° � � y
liquid while tanks are filling 0 Extend fill lines to near bottom of tanks with
anti-siphon vents
Flush alleys • Agitation during wastewater 0 Underfloor flush with underfloor ventilation
conveyance d) j
AMOC - November 11, 1996, page 1

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Settling basin surface . Partial microbial 0 Extend drainpipe outlets underneath liquid level
decomposition 0 Remove settled solids regularly
• Mixing while filling
• Agitation when emptying
Manure, slurry, or . Agitation when spreading 0 Soil injection of slurry/sludges
sludge spreader . Volatile gas emissions 0 Wash residual manure from spreader after use
outlets O Proven biological additives or oxidants
Uncovered manure, . Volatile gas emissions while 0 Soil injection of slurry/sludges
slurry, or sludge on drying 0 Soil incorporation within 48 hours �y
field surfaces O Spread in thin uniform layers for rapid drying J
0 Proven biological additives or oxidants r
Dead animals • Carcass decomposition A Proper disposition of carcasses
Dead animal disposal . Carcass decomposition O Complete covering of carcasses in burial pits
Pits D Proper location/construction of disposal pits
Incinerators • Incomplete combustion ' D Secondary stack burners ��-
Standing water • Improper drainage Grade and landscape such that water drains away
around facilities s Microbial decomposition of from facilities
organic matter
Manure tracked onto . Poorly maintained access 7SFarm access road maintenance
public roads from roads
farm access
AMOC -November 11, 1996, page 3

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Liquid Systems
Flush gutters Accumulation of solids D Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as ,
designed
0 Remove bridging of accumulated solids at
discharge
Lagoons and pits • Crusted solids Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
over more than 30 percent of surface
Excessive vegetative • Decaying vegetation Maintain vegetative control along banks of
.growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dry Systems
Feeders Feed spillage NDesign, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
CM Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15-to 30-day interval
during winter)
AMIC -November 11, 1996, page 1

Insect Control Checklist for Animal Operations
Source _ Cause BMPs to Control Insects Site Specific Practices
Feed storage Accumulations of feed Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
ensuring drainage is 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
V solids in filter strips around feed storage as needed
Animal holding areas Accumulations of animal Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed
Dry manure handling Accumulations of animal Remove spillage on a routine basis (e.g.,
systems wastes 7-to 10-day interval during summer; 15- to 30-day
interval during winter)where manure is loaded for
land application or disposal
D Provide for adequate drainage around manure
stockpiles
0 Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC -November 11, 1996, page 2

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