820122_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.
I . Farm Number: 82-0122 Certificate Of Coverage Number:
2. Facility Name: Ernest Odurn I & 11
3. Landowner's Name (same as on the Waste Management Plan): Ernest M Odurn
4. Landowner's Mailing Address: 4740 Roseboro Hwy
City: Clinton State: NC
Telephone Number: 910-592-6238 Ext. E-mail:
5. Facility's Physical Address: 1366 Bass Lake Rd
City: Clinton State:
6. County where Facility is located: Sampson
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Ashley V. Odum
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: ODerations Tvne
Swine - Feeder to Finish
00ey.,11jon T.,.5)V%:
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
NC
Ashley V Odum
910-592-6238 Ext.
Murphy -Brown LLC
Phone No.: 910-592-6238
Allowable Count
6,025
AWS82012-2
Zip: 28328-1019
Zip: 28328
OIC 4: 20044
Dry Poultry
Other Tyncs
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep- Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wet roult
Non Laying Pullet
Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
V�YN 00 yl
rl
1 '4"7'1
95,963.00
ODUM 11 LARGE
1A nkno
19.00
ODUM II SMALL
"V- I) OW
LA 4KAO-0 n
211
)5 000
19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components,
1. The most recent Waste Utilization Plan (WUP), sipned bV the owner and a certified technical specialis , containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.) r on�
b. A map of every field used for land application (for example: irrigation map) A,
e. The soil series present on every land application field
d. The crops grown on every land application field (�CA) oe- an n'5 (D o
e. The Realistic Yield Expectation (RYE) for every crop shown in the WLJP
f. The maximum PAN to be applied to every land application licid TI-e-
g. The waste application windows for every crop utilized in the WUP e,5ANMtJ?-'5 Tor C\11
h. The required NRCS Standard specifications (-P 6��
2. A site map/schematic (A
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: 2019PermitRenewal*ncdenr.gov

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: A d-iT Oh Title: V)ef
Signature: 0 Date:
Name:
Signature:
Name:
Signature:
Title:
Date:
Title:
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: 2019PermitRenewal*ncdenr.gov
FORM: RENEWAL -STATE GENERAL 02/2019

ROY COOPER
Governor
MICHAEL S. REGAN
Secrerary
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
February 27, 2019
Ernest M Odulm
Ernest Odurn I & 11
4740 Roseborci Hwy
Clinton, NC 28328-1019
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 https.//deg.nc.p-ovlabout/divisions/water-resource0water-quali!aL-mg�Qnal-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 ordcr to assure Your continued coverage
under thg,
State
Non -Discharge QSncr-di Permits. you must submit an application for
permit coverage to the Division. Engloscd
you will rind a
"Request for Certificate of Coverage VacilJV_
Currently Covered by an
Expirinp_ State Non-Discha= General Permit," The oplication
form must be coml2leted, sip_ncd and
returnp-d by Avril 3, 2019.
Please note illat you must include one
(1) copy
of the
Certified Animal Waste Management
PIRn -(CAWMP) with the
completed and shmed application form.
A list of
iterns
included in (lie CAWMP can be found
on paLc 2of the renewal
goplication rorm.
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 Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Fqyetteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820122
Murphy -Brown LLC
North Carohne Departfftentaf EnviroameatiW Quality I DjusonoflRoter Resources
512 N Salisbury St- 1 1636 Mail Swvce Center I Raieth, North Carolina 27699-1636
igx_0�5p 919-707 9WO

Nititrient �Nlanagenient Plan For Aninial Waste Utilization
]'his plan has been prepared for:
A �V /-11-1 14-11 C,
;?-
This plan has been developed by:
D ,�, 't / ��4 , �Z f7- 4.,
7-
Developer Signature
Type of Plan: Nutrient Management with Manure Only
ONvner/Manao,er/Producer Agreement
15
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 mattauement that are included with this plan.
,,4
Signature (owner) Date
o
Signature (manager or producer) Date
Plan Approved By:
Nchnical Specialist Siunat Daic
7-10696 Database V.-i-sion 3 1 Cover Paue I

Farm Name: Ernest Odum Farms
Facility No. 82-122
Subject: Wettable Acre / WUP Revision
Tech. Spec. : Dan Bailey
Irrigation travel lanes P101, P104, P106, P107, P111, & P234 have been revised.
A revised WUP has also been completed.
Owner Signature
) - -2-k:: �-
Date
Tech. Spec. Signature
Date
#1

.II. Total Waste/Nutrients Generated (per year)
A. Percent collec-ted of produced /4-)b
B. Design tim Of teMpOrary storage.
Type storage
Laquid
Dry
C. Waste Generated (per year)
Table 1
Tim (Day(,.S))
96
')r7 '-/e"
Type
Prod.
Unit
# of
Animals'Waste
3.6-oo
Form of
Generated
Volume of Waste
Generated
I ns
APPli,
Method
Plant Available
Waste -Analysis Values
4*-V
lbs,.71556 G51777-6-
Actual
Actual
Zn
Cu
N
P
K
Zn
Cu
ZZ zl�7
1,3
D. Nutrients Generated/Used (per year)
Table 2
ForTn Included Total Plant Available Nutrients (lbs.)
of In
Waste WUP
Yes/No
6:1
/ZlIER
Wo
one time capacity
Liquid, Slurry, Dry, Stockpiled, Ccnposted, Etc.
KI
Zn Cu

Waste Utilization Plan
Plan Year
Facility No: 82-122
Tract
Field
Soil
Crop
Yield
Nitrogen
Rate
Lbs./Ac
Acres Application
Method
Total
Nitrogen
Utilized
T ALL
P101
NoB
BH/OS
6.3T
286/50
2.96
IR
995
P102
NoB
CR/WHT
111/58
107/(40)
3.26
IR
479
P103
NoB
CR/WHT
111/58
107/(40)
3.92
IR
576
P104
NoB
BH/OS
6.3T
286/50
3.64
IR
1223
P105
NoB
BH/OS
6.3T
286/50
1.94
IR
652
P 106
WaB
BH/OS
5AT
263/50
3.4
IR
1064
P107
NoB
BH/OS
6.3T
286/50
4.53
IR
1522
P108
NoA
CR/WHT
115/60
Ill/(40)
3.13
IR
473
P109
NoA
CR/WHT
115/60
111440)
4.21
IR
636
P111
WaB
BH/OS
5AT
263/50
2.88
IR
901
P 112
NoB
BH/OS
6.3T
286/50
2.83
IR
951
P113
NoB
BIVOS
6.3T
286/50
2.60
IR
874
P114
NoB
BH/OS
6.3T
286/50
2.69
IR
904
P232
WaB
BH/OS
5AT
263/50
1.42
IR
444
P233
WaB
BH/OS
5AT
263/50
3.30
IR
1033
P234
WaB
CR/WHT
73/39
69/(40)
4.53
IR
494
P235
WaB
CR/WHT
73/39
69/(40)
4.64
IR
506
P236
NoA
CR/WHT
115/60
lll/(40)
4.37
IR
660
BH: Bermuda Hay
WHT: Wheat
CR: Corn
OS Over seed Small Grain
() Split nitrogen application wheat
SBDC : Soybean Double Cropped
Nitrogen Required 14,387
Nitrogen Generated 13,858
Balance

Waste Utilization Plan
Plan Year 2
Facilitv No: 82-122
Tract
Field
Soil
Crop
Yield
Nitrogen
Rate
Lbs./Ac
Acres
Application
Method
Total
Nitrogen
Utilized
T ALL
I P101
NoB
BI-1/3S
6.3T
286/50
2.96
IR
995
P102
NoB
WHT/SBDC
58/34
(81)/136
3.26
IR
479
P103
NoB
WHT/SBDC
58/34
(81)/136
3.92
IR
576
P104
NoB
BH/OS
6.3T
286/50
3.64
IR
1223
P105
NoB
BH/OS
6.3T
286/50
1.94
IR
652
P106
WaB
BH/OS
5AT
263/50
3.4
IR
1064
P107
NoB
BH/OS
6.3T
286/50
4.53
1 IR
1522
P108
NoA
Wiff/SBDC
60/35
(85)/140
3.13
IR
473
P109
NoA
WHT/SBDC
60/35
(85)/140
4.21
IR
636
Plll
WaB
BH/OS
5AT
263/50
2.88
IR
901
PI 12
NoB
BH/OS
6.3T
286/50
2.83
IR
951
Pl 13
NoB
BH/OS
6.3T
286/50
2.60
IR
874
P1 14
NoB
BH/OS
6.3T
286/50
2.69
IR
904
P232
WaB
BH/OS
5AT
263/50
1.42
IR
44
P233
WaB
BH/OS
5AT
263/50
3.30
IR
1033
P234
WaB
WHT/SBDC
39/22_
(51)/88
4.53
IR
494
P235
WaB
WHT/SBDC
39/22
(51)/88
4.64
IR
506
P236
NoA
WHT/SBDC
60/35
85 /140
4.37
IR
660
BH: Bermuda Hay
WHT: Wheat
CR: Corn
OS Over seed Small Grain
( ) Split nitrogen application wheat
SBDC : Soybean Double Cropped
Nitrogen Required 16,030
Nitrogen Generated 13,858
Balance -2172

knimal N'Vaste kPpliCation V7indowsl
For Common Crops Which Recei-ve Animal
Waste
Thtst aiDiDlicatior, wiTidows in�ludt 3b d,"vs prio! rc; piamin- and grttnur
o�Bt—,mudagrass-
days befoi -t harvest.
Bermudaarass Bezin N�arch 1
r_nd SepttmlDtr
Small Grain Begin C)cwbt-i
End lViarch 3 ) I"
Dvcrscedtd in Bermuclaarass
Corn Btg1r, February 1')6'
End June 'DO"'
Cotton Begin h4arch 15"'
End August Is'
Cucumbers — Direct consumption Beam March 1" (100 0/, at planting)
— Fol' Processing D'ealn April I"
End May 3 ) 1
(2 seasons) Be zin Jul y I"'
End August
Small Grain Begin S2ptember I
End N4arch ' )I S'
.,in
Peanuis Beor. April I"
End September 3 rh
Sorzhum/ B-.(:,in March 15,h
End August 3 1
Sudan Grass Ha)r
Soybeans Begin April Is'
End September 15,h
Tobacco Flue: Curcd Bealn March 15'h.
End June 30'h
Begin mav IS
oust 15"'
End Au.
st
F-_scut Bt�cnn _AuLyust I
End July 3 1
and var" :3_*To�s j, SIBL� -.1nd frtjjj-, yZ3r [C, ,t!2r A=03i V21
sij&wn mprCStIf SIAL-Widliv linlits, PIWILi%. - rhan "n ja,
f)
_�ijC :;p.-1jj_JC Wildil i0n S ;-' nd in no cnj�,_- n1 I ow QW. I ica! 1,0n. fwry 1 him ciihe, C,(jj%;-� priLy, Lo planliij�_ko'j)rL.�I.inE
b�!j'()TC ljap,-C�,L, Sec Ge�j-_ral I'Lr-mij for i'ond CT-ap,
)c a I ja a
Mountains - h"nil N ar)phualion durim-, Junc and jul,, ! nL� I n I r 7 110 11U r.'
fliu,drioni L Constal Pj,-jjn - linno N appliLaiiLm during Junc- Ind J 1'. nit-i0ri--m in DL!­ and 'jil-, duj-jjj-�
/_'� /200.0

Sheet2
TABLE 2 - FravelliTIg irrigation Gun Settings
Make, Model and Tyi�e of Eqtjipment� 3" Travell - ers
Travel Application TRAVELLANE Wetted Nozzle Operating Operating
S[)eed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
.... ... ". I . 11-1-% �*r2iinl-il nfrnn1(Vw;1 P��tlrrn(-.nmi-npnt-,-Ar.rpqnPrr)(111
HU11 NO
trurnin)
A PR
=:t�
P9
0.44
9-44
0,55
8,4 V
VV ILI I I I k I L, 1
Poll
2i;
R9
W" u-
APH
i8a
4AS
50
95 1 . I
1
r
9.9
96
-.5
9
-
228
AID
.)- - . I -
-4
Ldil-- L--
1!�!i a' �
41;191) lei
P9
-
457
556
50
"D !O�3 )11
�P,23y)l 4
,PI3,;.) 1,9
3 95
-
3-29
3.29
3 29
3.95
0-56W
r, "
0.41
0.41
0.41
0.56
160
200
200
200
21 7,-�Jr�
675
721
755
815
815
300 ----
300
300
300
300
1.18
1.18
1.18
1.18
1.113
50
50
50
50
50
95
95
95
--
95
95 .11,3pew
220
330
330
330
3.13
4.21
4.37
4.64
--
'7tg/,)'7)17
�jo/// ) 18 1
1 q
3 29
3 95
3 2 9
0.41
0.56
DA1
217
17 /7'
217
615-444-
295/2yo
6-9 -aaff
300
___100
300
1.18
1.18
1.18
50
50
50
95
95
95
330
220
330
2 0
3 29
OA1
205
627
300
1.18
50
95
330
21
3 95
0.56
120
465
300
1.18
50
95
220
1.94
22
3 95
0.56
170
495
300
1.18
50
95
220
2.83
'10W) 23
3 29
0.41
230
322
300
1.18
50
95
330
2.60
Pu024
r1c>i )25
3 29
E) 53
041
0-68
1 232
�2311
382
0
300
300
1.18
1.18
50
50
95
95
330
2.69
-R-�
P 1., ;0 26
PI-3) 27
f�32)28 -1
�2)3)29
3.29
3.29
:3 95
1 29
0-41
0-41
0-56
0-41
227
227
170
217
460
587
225
495
300
300
300
300
1.18
1.18
1.18
1-18
50
50
50
50
95
95
95
9.5
330
330
220
3:30
3.26
3.92
1.42
3.30

(Multiple worksheets 1110y be tieettecl)
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
HARD HOSE TRAVELER
IRRIGATION SYSTEM
1. Farm nUmber (identification) 6 4 - / 2-2- Field number (identification) _ /Z 0 �
2. Irrii-Tation system desianation E,,cistiria irrigation system ew/expanded irrigation system
0 1 0 0 0 -Lzlc� 0
3. NUmber of travel lanes — 9 Interior lanes # Exterior lanes 41-4 0 feetj Length of p al I(L 1)
# Interior lanes # Exterior lanes — [feet] Length of pull(L2)
# Interior lanes # Exterior lanes — [feet] Length of pull(L3)
4. Wetted diameter ,��6O [feet] from Field Data Worksheet
5. Spacing Hydrant spacing [feetj
0 [as a percentage of wetted diameter]
0
6. Hydrant layout Multiple hydrants V�Sln-le hydrant Excessively spaced hydrants
7. Read the Irri-ated area per travel pull for the given wetted diameter from the appropriate table and column
0
based on pattern, spacing, and travel lane location.
0
Travel lane length (L-) _ Interior or Lf!'F-xterior (lane/hydrant)
.42 -- - C lurnn
- (a) Acres start end of pull from TableoL 7S t 0
71 (b) Acres middle portion of pull (Ll)
(Pull [engthj"�V (feet] X Wetted widthL-;/— (feet]] / 43,560
Cc) Acres stop end of pull from Table Column
Total acres for travel lane length (11) (Sum: a + b + c)
0Z �1
Travel Lime length (IL-) Interior or _Exterior Gane/hydrant)
(a) Acres swt end of puU from Table — Column
(b) Acres middle portion of pull (U)
(Pull length— [feet] X Wetted width _ [feet]l / 43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length ('12) (Sum: a + b + c)
Travel Line tength (I-) — Interior or —Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (U)
jPull length— [feet] X Wetted width [feet]l / 43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (13) (Sum: a + b + c)
S. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field� Add all of these, and this is the total irrigated acreage for the field.
0 0
(a) Acres per travel lane length (L L)
X
# Lanes =
Acres
(b) Acres per travel lane length (L2)
X
� Lanes =
Acres
(c) Acres per tra�el lane length (L3)
X
# Lanes =
Acres
-al CA�V'.VfP lwet-table acres for Beld (Suza: 8a + 8b + 8c)
X,
`vVettable Acre Cocnputahona� Worksheet CompleLed b�
Da t e: e,
si"11'ltur:� tit t�-Chllic'd eddhit
C, S'

(Vultiple worksheets 1110Y be iieerled)
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
HARD HOSE TRAVELER
IRRIGATION SYSTEM
1. Farm number (identification) 62 2- - 12 2- - Field number (ident' 'cation) . /I/ d
5A
2. Irrigation system designation Existina irrioution system
New/expanded irricration system
0
3. Number of travel lanes — # Interior lanes # Exterior lanes Co 3 1 feet] Length of pull(L I)
# Interior lanes # Exterior lanes _ [feet] Length of pull(L2)
# Interior lanes # Exterior lanes — [feet] Length of pull(L3)
4. Wetted diameter 2c,0 [feet] from Field Data Worksheet
S. Spacing ;?,)a Hydrant spacing [feet] 4 i� [as a percentage of wetted diameterl
6. Hydrant layout Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrivated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L_) — Interior ori� Exterior (lane/hydrant)
.-VZ (a) Acres start end of pull from Table Al
ALZ_2� Column
,?. Lr� (b) Acres middle portion of pull (M)
(Pull length&�j [feet] X Wetted width o2,17 [feet] 43,5 60
(c) Acres stop end of pull from Table Column
-?. 6 V .'� Total acres for travel lane length (LI) (Sum: a + b + c)
Travel lane length (L-) Interior or —Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (L2)
(Pull length_ [feet] X Wetted width _ [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (I-) — Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (L3)
(Pull length_ [feet] X Wetted width [feet]l / 43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (L3) (Sum: a + b + c)
S. �Muttiply the tabulated irrigated acreage vatue per travel pull by the number of pulls of each
0 0
category in the field. Add all of these, and this is the total irrigated acrea-e for the field.
0 1 0 0
(a) Acres per travel lane Iength (L I) X _# Lanes = Acres
(b) Acres per travel lane length (L2) X # Lanes = Acres
(c) Acres per travel lane length (L3) X # Lanes = Acres
Total CAIVN-W -wettable acres for field (Sum: &a + 8b + 8c)
�Vettable ACre COMPLItationall �Vorksheet Completed Date,;�z �- - -2ol o
SiignatLm�-� 4 technical lakit

(Vultiple worksheets 1110y be needed)
t Hard Hose Traveling Gun System
f COMPUTATIONAL WORKSHEET
HARD HOSE TRAVELER
IRRIGATiON SYSTEM
1. Farm number (identification) 92-- 12- 2-- Field number (identification) 210 6P
2. Irrigation system designation Existirio, irrivation system
0 0 0 0 ew/expanded irrigation system
0
3. NUmber of travel lanes # Interior lanes #Exterior lanes 4f?-7 feet] Length of pull(L 1)
# Interior lanes # Exterior lanes — [feet] Length of pull(L2)
# Interior lanes # Exterior lanes _ [feet] Length of pull(L3)
4. Wetted diameter �� �10 [feet] from Field Data Worksheet
5. Spacing ,2o v Hydrant spacing [feet] /, (r [as a percentage of wetted diameter]
6. Hydrant layout ultiple hydrants — Single hydrant —Excessively spaced hydrants
7. Read the irrivated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (LJ4�K-V Interior or Exterior (lane/hydrant)
2_� (a) Acres start end of pull from Table.,�� 6-) Column
(b) Acres middle portion of pull (L 1)
(Pull lengthd,�T [feet) X Wetted widthW_,,�__[feet1j / 43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (M) (Sum: a + b + c)
Travel lane length (L_) Interior or —Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (L2)
(Pull length— [feet] X Wetted width — [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (12) (Sum: a + b + c)
Travel lane length (I-) — Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (U)
(Pull tength— [feet] X Wetted width [feet]l / 43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (1-3) (Sum: a + b + c)
S. %ifultipty the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (LI) X # Lanes = Acres
(b) Acres per travel lane length (L2) X # Lanes = Acres
(c) Acres per travel lane length (L3) X # Lanes = Acres
.F, �1 Total CAIVNL-fP -.v et -tab le acres f or B el d (S um: 8a + 8b + 8,c)
ate: —.2 -�2c) / 0
�Vettable Acre Computational �Vorksheet Completed by. DL .2
Si"natLIN of teclinica[ , -iatist
@ �,P�n t�i s t

(Midtiple worksheets may be iteeded) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) e2-/.7-2- - Field number (identification) 19le? 7
2. [rriTatiori system desicynation Existiriar irrigation system i,�"New/expandecl irrigation system
0 0 0
1 Number of travel lanes # Interior lanes # Exterior lanes Sj feet] Length of putt(LI)
# Interior lanes # Exterior lanes — [feet] Length of pull(L2)
# Interior lanes # Exterior lanes — [feet] Length of pull(L3)
4. Wetted diameter [feet] from Field Data Worksheet
5� Spacing ,2!E0 Hydrant spacing (feet] ( -
0 -�, 4 [as a percenta.e of wetted diameterl
6. Hydrant layout -±�Nfultipte hydrants _ Single hydrant Excessively spaced hydrants
0
7. Read the irrivated area per travel pull for the given wetted diameter from the appropriate table and column
0
based on pattern, spacing, and travel lane location.
Travel lane length (Lj — Interior or 'q 0 F-Xterior (lane/hydrant)
7 (a) Acres start end of pull from Table .1-3
(b) Acres middle portion of pull (Ll)
IPA length& �'- 5
[feetj X Wetted widthr--2.Lr7 [feetll / 43, 60
(c) Acres stop end of pull from Table Column
'� Total acres for travel lane length (LI) (Sum: a + b + c)
Travel hane length (1_) _ Interior or Exterior Gane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (L2)
(Pull length— (feet] X Wetted width _ [feet]l / 43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (12) (Sum: a + b + c)
Travel lane length (I-) — Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (U)
tRull length_ [feet] X Wetted width [feetjj / 43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (13) (Sum: a + b + c)
S. L\,fultiptv the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acrea-e for the field.
0 0
(a) Acres per travel [ane length (L I) X
(b) Acres per travel lane length (1-2) X
M Acres per travel lane length (L3) X
# Lanes =
Ac r e s
# Lanes =
Acres
# Lanes =
Acres
�(, �f- -rota-i CAW--,�,M -w e-ttab I e aCT?S f or fi el d (5 um: 8a + 8b + 8c)
Wettable Acre COMPLItation,11 Worksheet Completed b, DaLe:-2 - 0
Sl.fliaturta of reciimc,i petzi,aiit
105

(,Wultiple worksheets 1110Y be Heeded)
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
HARD HOSE TRAVELER
IRRIGATION SYSTEM
1. Farm number (identification) 82' IZ-7= - Field number (identification)
? Irri-ation systern desianation Existina irrigation system
0 1 0 0 0 _L,,:L�Cew/expanded irrigation system
3. Number of travel lanes # Interior lanes # Exterior lanes 3'5-31eetj Length o f pu I I(L 1)
# Interior lanes # Exterior lanes - [feet] Length of putl(L2)
# Interior lanes # Exterior lanes — [feet] Length of pull(L3)
4. Wetted diameter 00 [feet] from Field Data Worksheet
5. Spacing 0
Hydrant spacing (feetj jas a percentage of wetted diameter]
0 0
6, Hydrant layout Multiple hydrants Single hydrant Excessively spaced hydrants
— 0
7. Read the irri-ated area per travel pull for the given wetted diameter from the appropriate table and column
0
based on pattern, spacing, and travel lane location.
.4 D 2
Travel lane length (L-) — Interior oreZW Exterior'-�Ane/hydrant)
— (a) Acres start end of pull from Table A&--i� olumn /7
4/9) Acres middle portion of pull (LI)
IP'ull lengthz&0� [feet) X Wetted width-2/V [feetll / 43,560
4-
9 1 -) — (c) Acres stop end of pull from Table Column
Total acres for travel lane length (LI) (Sum: a + b + c)
Travel lane length (L-) — Interior or Exterior Gane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (L2)
(Pull length_ [feet] X Wetted width [feet]l / 43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (12) (Sum: a + b + c)
Travel lane length (1_) _ Interior or _Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (U)
(Pull length_ [feetj X Wetted width _ [feet]j / 43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (1,3) (Sum: a + b + c)
8. LNfultip[v the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acrea-e for the field.
0 0
(a) Acres per travel larie length (1-1)
X
# Lanes =
Acres
(b) Acres per travel lane length (1-2)
X
# Lanes =
Acres
M Acres per travel lane leriguth (L3)
X
# Lanes =
Acres
Total CAWNP wet -table aC-reS for field (Sunj: 8a + 8b + 8c)
Wettable ACre COMPLItationa[ Worksheet Completed b�(:0-0-1 —7
D a te:_t je, - ;2 0 / 0

(Vultiple work.51ieets may be iieeded)
Hard Hose Travelinq Gun System
COMPUTATIONAL WORKSHEET
HARD HOSE TiIAVELER
IRRIGATION SYSTEM
t. Farm number (identification) 92- - 12- 2-'- Field number (Identification) 1.2 5, V
2. Irrigation system designation Existino, Irrigation system L--"New/expanded irrigation system
0 0 0 0 0
3. Number of travel Imes # Interior lanes
--/_ # Exterior lanes feet] Length of puli(L Q
# Interior lanes # Exterior lanes _ [feet] Length of pull(L2)
# Interior lanes # Exterior lanes — [feet] Length of pull(L3)
4. Wetted diameter .,ioc) [feet] from Field Data Worksheet
5. Spacing ZL�-o— Hydrant spacing ffeet] (as a percentage of wetted diameterl
6. Hydrant layout L--"�Ivlultiple hydrants Single hydrant Excessively spaced hydrants
— 0
7. Read the irriaated area per travel pull for the given wetted diameter from the appropriate table and column
0
based on pattern, spacing, and travel lane location.
Travel lane length (L-) — Interior or 6�—) Exterior (lane/hydrant)
(a) Acres start end of pull from Table,�j,/I-' Column 0
(b) Acres middle portion of pull (U)
(Pull length 6'
�;-) [feet] X Wetted widthc2L/ ffeefl) / 43,560
(c) Acres stop end of pull from Table Column
$1, �-5� Total acres for travel lane length (11) (Sum: a + b + c)
Travel lane length (L-) _ Interior or Exterior Gane[hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of puU (L2)
(Pull length_ [feet] X Wetted width _ [feet] I / 43,560
(c) Acres stop end of pull from Table COW=
Total acres for travel lane length (12) (Sum: a + b + c)
Travel L-ane length (I-) — Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (L3)
jPull length_ [feet] X Wetted width _ [feet]l / 43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (13) (Sam: a + b + c)
8. LN(ultipty the tabulated Irrigated acreage value per travel pull by the number of pulls of each
category 'in the field. Add all of these, and this is the total irrigated acreage for the field.
0 0
(a) Acres per travel lane length (L I)
(b) Acres per travel lane length (1-22)
M Acres per travel lane length M)
X # Lanes =
Acres
X # Lanes =
Acres
X — # Lanes =
Acres
1/
LE3 Total CAW,14P Nve-t-table ac-res for field (Suza: &a + 8b + 8,c)
Wettable Acre ComputaLioriat Worksheet Completed lb�-: (za— d,;_� Date: �2 - —2 'd
Signattir� of teciinicai ipe'(Y/Iist

Required Specifications For Animal Waste Manazement
Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
5 13247 Database Version 3.1 Date Printed: 9/25/2005 Specification Pap-e I

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
2!P
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animat 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.
513247 Database Version 3.1 Date Printed: 9/25/2005 Specification Pave 2

1-5. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
5 13247 Database Version 3.1 Date Printed: 9/25/2005 Soecification Pave 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -deter mining 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.
513247 Database Version 3.1 Date Printed: 9/25/2005 Specification Page 4

Ernest Odurn
Scale: 1: =400'
Iola, Fkela = 3 28 Ac
Alf-
F'kC't%3 "I Ar
'I*, lop, i
Total Feeid - 15,3C Ac
Toloi 18 60 AL
q- 3 .. A lvl 1.1 1�. 'It "r I RO sr-
3 " 0-1 4 kkf'o kj I I 14 A&S C
4 4ekso,' 150
- I.,,* " �' — r__
r� 7 A C - —
77.-:77
r I
00011 .
W-) 316) 41
lc)t�ll Fitmj(j = 21 �q ' -
lotal Fielo i\c
L
Total Field = 12-95 Ac

Soil Map —Sampson County, North Carolina
(ERNEST ODUM FARM)
340 56'4T'
340 56' 19'
w
22 -
Map Scale: 1:8,190 if printed on A size (8.5" x 11 ") sheet.
N —Meters
0 100 200 400 600 Feet
0 450 900 1,800 2,;00
USDA Natural Resources
�� Conservation Service
Web Soil Survey
National Cooperative Soil Survey
2/16/2010
Page 1 of 3
340 56'45'
34* 56'8"

Ae5
OF,
I - . '
tot
"IMM
W
0 ki
.1 lot'
, -Al
VP 0
;6v
-2k
Aq�
_- VU f
W 4731--trz- 4�1.
. - w I - 12�
x vr';
14
A�'
AIX- 14
IVA
.'4 X
17
qA,
Uh.
AiL
�vo q
mj,:�-�Rwp
J'14' 41
ig,
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EMERGENCY ACTION PLAN
P H O."s-E INUIN 1B E R S
DWQ (919) Z33-501M
E.%IERGENCY',�yl.-N-NAC,E.N,fF-.'N-T SYSTENI [phone]
S'V,TCD [phone]
NRCS [phone]
This plan will be implemented in the event that wastes from your operation are leaking,
overflowina, or rurininsz off site. You should not wait until wastes reach sur-face waters or
leave your property to consider that you have a problem. You should malke 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.
C
A. La2oon overflow -possible solutions are:
a. Add soil to berm to increase elevation of darn.
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 wasie.
c. Incorporate �vaste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields whe:-.- runoff occurred.
C: Leakaae from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to elim�inace further dischar2e.
d. Repair all leaks F71orto restarting pumps.
D: L,-ak-aL-e from flush systems. houses. solid separacors-action include:
a. Scop recycle pump.
b. S(OP imi-Ilation pump.
C. Make sure rio siphon occur';,_
j. Stop a1l tjow.�. in the house. tiush Syszemns. Or scito zeparacors.
1.3C6.

e- Repair all leaks prior to restarting pumps.
E: Leaka2e from base or sidewall of la2oon. Often this is seepage as opposed to
flowing leaks- possible action:
a, D12 a small sump or ditch away from the embankment to catch all seepag.,,
put in a submersible ump, and pump back to lagoon.
p A
b. If holes are caused by burrowin2 animals. trap or remove animals and fiil
holes,and compact with a clay t�,pe 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.
d. Did the waste reach anv surface waters?
b. Approximately how rn�ch was released and for whatduration?
c. Anv dama-ze noted, such as employee injury, fish kills, or property damage?
d. Di� the sp�ll leave the properry9
e. Does the spill have the potential to reach surface waters?
f.- Could a future rain event c * ause the spill to reach surface waters?
z. Are potable water wells in danger (either on or off of the property)?
How much reached surface wa-ters?
3: Contact appropriate agencies.
a. Durinsz normal business hours, call your DWQ (Division of Water Quality)
rezional off -ice: Phone A�ter hours, emergency number: 919-t'3-3942.
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 numbe,-
c, Inst ruct EMS to contact local Health Department.
d. Contact CES, phone number - - , local SWCD office phone number
and local NRCS office for adviceltechnical assistance phone number -
4: If none of the above works call 911 or the Sheriffs Department and explain your
problem to them and ask- that person to contact the proper agencies for you.
5: Contact the contractor of your choice to begin repair of problem to rr�nimize off -site
dama,ze.
a. Contractors Name:
77 1/ '-2-9
b. Contractors Address.- Y741
c. Contractors Phone:
2 !", 11CO6

6: Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer. etc.)
a. Name:.
b. Phone:
7: Implement procedures as advised by DWQ and technical assistance a2encies to
rel-cifv the damage. repair the system, and reassess the xaste manaaerrjem plan to
keeo
. problems with release of wastes from happening again.

Insect Control Checklist for Animal Operations
Source
11IMPS 14) Control flisecis Silespucific Pradiccs
Liquid Syslellis
Fillsil (jillicis Accumulation of solids
f7l
Flush system is designed and operated tv
sufficiently (a remove accumulated solids froill
gullers as designed.
C-11
Remove bridging of accumulaled solids ;kt
discharge
Lagoons and 11ils Sk crilsled Solids
El
Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize Ole
crosting of solids to a depth of no more than 6 -
8 inches over more than 30% of surface.
Excessive Vege(alive Deellying vege(alioll
Maintain vegetative conlrol aloog bank's of -
lagoons and other impotindments to prevent
accil I'll, lilt ioll of decaying vegetative matter
illoog Water's edge oil impotindmeni's perimeter.
Dry Syslems—_
Feed Spillage
f_1
Design, operale and mainiain fleed systems
bunkers and Irotighs) to minimize the
accunuilmion of decaying wastage.
C/Clean
up spillage oil it romine basis (e.g., 7 - 10
(lily interval (hiring summer; 15-30 day inierval
dorillf; willier).
Fectl S1111age Acuunulations of feed residties
Ell
Reduce moisuire accomuhilion within and
around immetliale pel illieler of' I'eed storage
area by insilriog draillage away I'l-oll) site
mid/or providing atle(pime conjainillelit (e.g.,
covered bin Ior brewei's grain and sio,iiiii- iligil
illoislore graill prodocis).
17.1
hispect forand remove or break op accimitilmed
solids ill filler sirips aroond Ileed storage as
needed.
AMIC - November 11, 1996, Page I

S11111-ce Cause HMP5 to Control Insects Site Specific Practices
Animal I folding Areas Accumulations (if anijual wastes Cl Eliminate low areas that tral) moisture along
and feed wastage fences and other locations where waste
accumulates and disfurbance by aninials is,
minimal. V
L-1 Maintain fence rows and filler'strips around
animal holding areas to minimize
accunitilations of wastes (i.e., inspect for juld
remove or break tip accumulated solids as
needed).
Diy Manure I lantlijug 0 Accumulations Ofaninial wastes El Remove spillage on a routine basis (e.g., 7 - 10
(lay interval during summer; 15-30 (lay interval
during winter) where manure is loaded for land
application or disposal.
Cl Provide for adequate drainage around manure
stockpiles.
C1 Inspect for and remove or break tip accumulaied
wastes in filter s1rips around stockpiles and
- -e h-
um"In indlingareas as needed.
For Intire infOrniation contact Ille Cooperative Extension Service, Depart"Ient Of E-1110111010gy, [lox 7613, Norill Carolina Slaw University,
Raleigh, NC, 27695-7613.
AMIC - November 11, 1996, Page 2

Swine Farm Waste Management Oclor Control Checklist
caille 11NIPS (0 Millhilize Odol- sitc.specitic Pracficc%
Fa I I I I Sical I Swilic mol, Veiclative or wooded bulTers-
A ii inial hody Sill fac-cs
F I
I
f-1
Recomincrided best management piacdces;
F1
Good jit(Ignient and common sense
Diily numure-covered aiiiinals (71
Dry floors
kvcl inallille-covi-it-d flools
Aimed floots;
Ft--W-, Meters located over slolted floors;
171
Feeders at 161,11k Clid OfSOIid 1`1001-5;
(71
Scrape mallure buildup front flools;
F1
I hitlei Iloor ventilation for drying
N1.111111C collcclloil p1lS 4 n I-re(JUCH1. lll;lllkllC fCIIIOVll by 1111-Sh, J)il [CCIN11-1,C,
0 Pallial Illiclobi,al (I,,.Colli posit loll or scrape;
rl I Indel floor ventilill ioll
I'llis Volillilc pses-,
p"I'l-ficient. air Illovellient
grollp I' allillials-,
111,11101 Sill I,lLk:S betweell 'S 0
171 Feed additives;
9.3-�-Ceder covel s;
Q-,FCCd (Iclively (lowlispollt cx1clidels to Iccdcl
Covers
F Itidl, 1,113. 0 Agiialion of iecycled- Fa 11", n I'llish tank- covers;
li(Illid while Links aie fillilig, 171 ExIend fill lilies it) near bolloill of,tallks %k,llll
allu-sipholl vents
I Agitation thiring waslewalvi, Fl 1111derfloor 1111sh willi 1111(lerfloor ventilal1011
Conveyance
I'll 1,:( 11,11 I-C points Aglialion ofiecycicd lagoon fecharge lilies to ilear holloill ol,pils
Ii(Itiid while Iiiis are filling willi anti-sipholl vents
Agitation thiring sump iank, 171 Stimp lank covets
filling
lilhidi.: 111slill LOIICCli(1ll Agilation (hiring wa%lewil(cr D-11ox Covers
0I 11111dioil I)OXCS coliveyance
A Nil )C' - I lovumber 11. 1996, PaLc 3

RMPS 14) WOO iz,10(for
I, Site 1-;-Ictices
Fod oftlijillpipes at
0
Agitation during wastewater
7--mend disc—harge point of pipes miderneadi
lagooll
conveyance
lagoon li(plid level
LaL!ooll Surfaces
0
Volatile gas emissions;
Propet lagoon liclidd capacily;
0
Biological Illixing;
Fr"Correct lagoon startup procedtires-,
0
Agilalion
fcl�'-Ivlininimn stirface area-lo-volmne ratio;
W"Minimum agitation when punping;
W"Niechanical acialion;
W-1,111-Ovell biological addifives
lillLation Splillkler
ligh plessule agi(alioll.
iW�;,Irrigate on dry days with little or no wind;
Wind ill ill
R"'Millimmil recommended opelatillg plessilic-1
intake near lagoon li(ItOd surfac(t;
17-1 Pump ficim second -stage lagoon
ba!'ili
Pallial microbial decomposition;
F1 11olloin or midlevel lowk,111";
0
Mixing While filling;
171 Tank- covers;
0
Agitation when emplying
1711 Basin surface 111als of' Solids;
171 Proven biological additives or oxidan(s
-C 1-11 -ii I —G1 1, 1, -�-i I —IS I 11-1 " —1C C-
0
Pallial llli,�robiill decomposition;
(7- 1 IMund drainpipe outlets undesneadi li(joid
0
Mixing while filling;
level;
0
Agitation when cipplying
171 Remove settled solids regnilaily
N1,111111c, (11 tdodi-C
0
Agilation whell Spleadilig;
El Soil ioJection ol'slmry/shidges;
spicadcl oullcis
0
Volatile gas cmissi011s
171 Wash residual manure From spreader after use;
1711 hoven biological additives or oxid; lilt S
Ifil L. ok,cled lilanille,
Volatile gas emissions while
17-1 Soil injection ol'slully/shidges
shilly of �llltljc oll licid
(I ry i I 11"
F1 Soil incorporation within '19 Ills.;
�111 Im L:,.,
f-1 Spread ill thin tinil'Orin layers for rapid (hying;
n Proven biological additives or oxidants
C,ld alklillak
Carcim decomposition
--77
4-1 ) roller disposition ofcaicasses
I)c.ld i1111111A di-.pos;kI
Calcass dc-colopositioll
171 Complete coverilig (d calcasses ill bill i;il pils;
F1 Proper location/consmiciion ohlisposal pits
Incolliploc colublislioll
Fl Secondary stack bomers
,�M( W - Hovember 11, 1996, Page 4

Som cc Sile SpC(-i(iC Praclives
Callse HKIPS to Millignize 0(1411-
Standing %VI(Cr artmild a ](111)[Oper drainage; n- Grade and landscape such that water drains
o Microbial decom posit ion of away fiom I'Ancilifies
organic matler
K1,111111C flacl,cd (111to & Poody mainlained access ioads (71 Fann access road mailitellance
pliblic lo'Ids flom fallil
iiCcess
Addilimial lilt-Mmillioll ,
SwIlle Nlanme Malkagc1licla ; 0200 Rille/111VII, PaCkC1
Swille I'loduclion Falm Potential (Mor Sources and Remedies ; EBAF Fact Sheet
C. -acifily N-lantire Management: Pit RecAlarge - Lagoon Trealmew ; EBAE 128-88
. 1%vine hoduction F
Swine Pfoilliclion Facilily Mallure Management: Underfloor F-11IS11 - Lagoon Treatment ; FBAE 129-88
kiptoit I)csign and Management I'M Livestock Manure Ticatment and Storage ; 1--'IIAI-- 1113-83
"111hi'llion ofManure and Wastmaler Application E(Inipment ; FBAF Fact Sheet
'mmolling (Wors from Swine Buildings ; 11111-33
hiviiiiiinkcmal Assurance Program ; NPPC Maimal
( �p(iims 10r Managiiig Odor ; a repoit fioni the Swine Odor Task Force
Hm�,ajicu Umicems in Animal Nlanure Mallagemem: 011ols and Flies ; PRO107, 1995 Cmd'emice Proceedings
i\ NI( W - I lovcmbui 1 1. 1996, 11,ige 5
Available hom -
NUSI J. County V), len'sion CL:111CI
NCSI J - RAE
NCSI I - I 1A 1:
N C.S I I - BAI:
NC.S1 I - IIA F
H CS I I - BAF
HCS I I - Swine EXIC11sion
HC Poil, hodticcis As%oc
N('St ) Agri ( 'mmmmicalimis
Holida CoollefillivE, Extelmon

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
F] F_ Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal
high water table. Attach burial location map and plan.
F-1 Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
FfF1 Rendering at a rendering plant licensed under G.S. 106-168.7.
DF-1 Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
171 El sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
* A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
* Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
* Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
* In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager
Signature of Technical Specialist
Date
C1
Date

Operator:EARNEST ODU M County:
SAMPSON
Date:
03/15/93
Distance to nearest residence (other than owner>:
1000 feet
1. STEADY STATE LIVE WEIGHT
0 Sows (farrow to finish)
x
1417
lbs
0
0 Sows (farrow to feeder>
x
522
lbs.
0
3600 Head (finishing only>
x
135
lbs.
486000
0 Sows (farrow to wean)
x
433
lbs.
0
0 Head (wean to feeder)
x
30
lbs.
0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) 486000
2. MINIMUM REOUIRED TREATMENT VOLUME OF LAGOON
Volume = 486000 lbs. SSLW X Treatment Volume CF/lb. SSLW
Treatment Volume CF/lb. SSLW= 1.0 CF/lb. SSLW
Volume = 486000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGN VOLUME
Inside top: length 455 feet ; width 200 feet
Top of dike at elevation 56.00 feet
Freeboard 1.3 feet Side slopes 3.0:1(inside)
Total design lagoon liquid level at elevation 54.70 feet
Bottom of lacoon at elevation 44.00 feet
Seasonal hiah water table elevation 52.00 feet
Total desicn volume using prismoical formula:
QS/END1 SS/END2 SS/SIDEJ Sc-/;:ND2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 447.2 10.70
AREA OF TOP
LENGTH X WIDTH
447 192
AREA OF BOTTOM
LENGTH X WT DTH
383 128
85952 (Area of Top)
49024 (Area of Bottom)
AREA OF MIDSLEECTION
LENGTH X WIDTH X 4
415 160 26583"0 (Area of Midsection X 4)
CU. FT. � [Area t-0D.+(4XArea Midsec-tion)+Area Bottom] X DePzh/6
85952 265830 49024
VOL. OF LAGOON AT TOTAL DESIGN LIOUID LEVEL = 714770 CU. FT.

S T O'bo
C�4
vdr� m.
-T
A t) �A I P. tL, W
jpo
00
Ul

U. S. DEPARTNUT OF AGRIVAPAA 166.r
Sol L Cmawvation Service Rev. 7/91
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: EARNEST ODUM Date: 3/15193
COUnty: SAMPSON
Address: CLINTON, NC
4551 %Emu
3
8109 SLOPE _TO I
56.0
AWL W ILKY.
Alt 11
/49 �1). 4)
:4�
-!Ll LRUOLIA. Y
94.
V
4iP0 -�nzt
'3331
(See beck for voLLw caLcuLaticne)
Use of facility: SWINE WASTE
Capacity: Gallons Ft3-
WAGRAM
Soil Type:
Bench Mark Description ON PAD OF HOG HOUSE. SOUTHEAST corNgk
Bottom.
Normal Liguid, Level
Storage for norma3 Precip.
Maxim= 'Liquid Laval
25 yr. Sto= Storage
Crest ESW
Ytax.rlow Depth
Freaboard
Top of Dam
T.B.M
Elev. 44.0
Elov.
(+)
zlev.—
N .7
zlev.
1.3
r, n-
ELEV . 64. C

60
Op e, or; Countyl Datet
01/12/96
Dis ce to nearest residence (other than owner)i
0.13
'Fe et
I ERROE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs.
0 lbs
0 sows (farrow to feeder) x 522 lbs.
0 lbs
00 head (finishing only) M 135 lbs.
405100 lbs
0 Sows (farrow to wean) H 433 lbsb
0 lbs
0 head (wean to feeder) x 30 lbs.
0 lbs
Describe other
0
Total Average Live Weight
40500 lbs
2.. INIMUM REQUIRED TREATM�NT VOLUME OF LAGOON
Volume 40500 lbs.'RLW x Treatment Volume(CF)/lb.
ALW
Treatment Volume(CF)/lb. ALW 1 CF/lb.
ALW.
Volume = 40500 cubic feet
3. ORROE VOLUME: FOR SLUDGE ACCUMULATION
Volume 0.0 cubic feet
4., TRL DESIGNED VOLUME
Inside top length (feet) ---------------------
85.0
Inside top width (feet) ----------------------
90.0
Top of dike elevation (feet) -----------------
50.0
Bottom of lagoon elevation (feet) ------------
38.0
Freeboard (feet) -----------------------------
1.0
Side slopes (inside lagoon) ----------------
1.0
1
Total design.volume usinq prismoidal formula
SS/END1 SS/ENDC SS/SIDEI SS/SIDER LENGTH
WIDTH
DEPTH
1.0 1.0 1.0 '1.0 83.0
88.0
11.0
AREA OF TOP
LENOTH 0 WIDTH
83.0 88.0 7304 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH
61.0 66.0 4026 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
72.0 77.0 22176 (AREA OF MIDSECTON
CU. FT. [AREA TOP + (4*AREA MIDSECTION) + AREA 90TTOMI DEPTH/6
7304.0 22176iO 4026.0
Total Designed Volume Available 61428,CU. FT.

A.
I M
77771� .77,7-77,
RARY STORAUE-REQUI RED
DRAINAGE AREAs
Lagoon (top of dike)
Length * Width -
85"0 90.0 7650.0 square feet
Buildings (roof and lot water)
square feet Describe this area.
TOTAL DR square fVet
Design temPorary,,storagg Period to.be 180 days.
"lume of waste produced
Feces urine production in' gal./daY PQr 135 lb.
ALW 1.37
Volume 4050o lbs. ALW/135 lbs. ALW 1.37 gal/day 180 days
Volume 73980 galso, or 98.90.4 cubic feet
)Olume of wash water
This is'the amount of fresh water used for washing floors or volume
Of fresh water used for a flush System. Flush systems that recirculat,
the -lagoon water are accounted for in SA-.
Volume 0-0 'gallons/day days storage/7-48 gallons
Volume
0-0 cubic feet per CF
olume of rainfa'll in owcess of evaporailon
Use period Of time when rainfall
, OXCOOds;0vaporation by largest amount.
180 days exc'ess rainfall 7.0 inches
Volume = 7.0 in * DR / 12 inches per foot
Volume = 4462.5 cubic feet

M
3 1 W r
4 M7
olume of 25 Year — 24 hour store
Volume 0 7.0 inches / 12 inches per foot
DR
Volume - 4462.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 9810 cubic feet
5B. 0 cubic feet
5C. 4463 cubic feet
5D. 4463,cubic feet
TOTAL- 188,13 cubic f e elt
6. MMARY
Temporary storage period==mnmwPxsmw­mmmmmmo�
180
days
Rainfall in excess of evaporationamommomm­)
7.0
inches
25 year - 24 hour
7.0
inches
Freeboard= ---- moommonst ­-=mmmmmmmmm­=)
1.0
feet
Side
1.0
1 1
Inside top
85. 0
f e et
Inside top
90�O
feet
Top of dike 9 1 a vat 1
50.0
foot
Bottom of lagoon elevationwommornm­
38.0
feet
Total requirod volume­zoo-mmussumm =ccummoss)
59315
cu. ft.
Actual design
61428
cu, ft.
Seasonal high watertable elevation (SHWT)m0m)
0.0
feet
Stop pumping
0.0
feet
Must be ) or - to the SHWT eley.coxmmotsmmum)
0.0
f eet
Must be ) or = to min. roq, treatment *IN-)
44.0
f eet
Required minimum treatment
40500
cu. ft.
Volume at stop pumping eleYation-m&mm=zmmmmlm>
-4276,3
cu. f t .
Start pumping
0.0
f aet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume lost 25 yr.- 24 hr. rainfallse->
56965
cu. ft.
Volume at start pumping elevation­===­maao=) -4276,3
cu. ft.
Required volume to be pumped-samomsemsetmeamosse­)
14353
cu. f t .
Actual volume planned to be pQmpvdwmmmmmm==m)
0
cu. f t .
Min. thickrio%s of %oil liner -when required-cs)
1.8
feet
-9-Y zc,-.5 k I
7, Eir I e lu APPROVED BYs
!
DATEs DATEs
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS;

NOTE: Use your Lagoon Design Documentation to fill the Permit renewal table for total Design capacity, der
and redline Freeboard. This calculator is ONLY AN ESTIMATE of these entries in cases where no lagoon
design documentation exist. Using this calculator when design documentation exists is considered supplyinc
false information and any relevant penalties will be applicable.
A] If irrigularly shaped lagoon or total depth and side slopes unknown, leave followinq 4 cells blank
Lagoon Length ISO
Lagoon Width 100
Total lagoon Deeth 11.5
Lagoon Side Slope (HorizontaVVertical) 2
IrBlUsinnaFilindLanonnSitidnp.RijrvpvFnrm(AnnongiiylI PntArfhPfn11nwinnvqhiac
F. Lagoon Surface Area -->
0.3"
1. At time of Sludge survey, also measure the distance from the Maximum Liquid Level to the Present Liquid Level (measure
at the lagoon gauge pole) --- >
0.4
J. Determine the distance from the top of the bank to the Maximum Liquid Level -->
1.6
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the lagoon bottom (use
lagoon management plan or other lagoon records) --- >
9.5
6 Y -5t
-'ZJ � � -) E , M tJt
4�-� M cj I
output
Side Slope
Total lagoon Depth
Estimated Surface Area (Square Feet)
Bottom Area
Total Capacity of Storage Lagoon Structure (Cubic Feet
Design Freeboard "Redline
M M
2
11.5
15,000
5,616
114,211
191

OPERLATION & MAIN-i ENANCE PLAN
Proper lagocn liquid managemeit shoLfld �e a year-round priority. It is especia!ly
mnportant Lo manage lev-214� so ,h
u -10 not h ve problems dur-'-g extenkjed ra,:nv a-11d
we" oerfor:15.
,Vax!:mu;-n stora,,e capacl[y sho,-,!d be 2vailable in the lagoon tor r.
P-? (Od5 when 'he
rece!vjn-� crop Is dormantjsuch as vv-Intertin-le ',V- bermu"dagrass) or when there are
extended r21ny spGlls such aS the thunderstorm sea'son ir the sum-mer-time. This means
that at the irsi Signs ofplant g1romh in the la,er Yvinter/early spring, irrigation according to
a rarm wasZe management plan should be done whenever the Jana is dry enOURh 'ID
re-eive lagoon. liquial. This wi I � make storage 5pace availab le in the las8on for _ future vvett
I
periods. In the lake .ummer/early -all the lagoon should be pumped down to the low
marker (see Figure 2-1) to aliow for winter storage. Every effort shou;d be made to
maintain the lagoon close to the minimum liqui;D level as lorg as the weather and v,,aste_
Utili7atlon plan allow it. I
W_aitiing until the lagoon has reached its 71aximum Storage capaci-�, before startIng to
i-riaate doez not leave room for sto-'rmla ;excess water durl.lis lextended wet periods,
Ove.—flow from, the lagoon for any re2son exCept a 25)-yefair, 24-hour storm is 2, vicn'tal-ion ol
action.
StMe law and subject to penalty '
The routina maintenance of a Ifagoon involves the fo!lowi-i,--:
Maintenance of a ve-atative cove,r for the dam.
Fescue or comr-non bemudap-rass are the rnost common vegetatk;e
covers. The.vegetation shourd be fertilized each year, if needed, to
mainta;n a vigorouS stand. The amount of ferti lizer applied shoulcl be
baS ed on a soils test but in "he event that it is not practical to obtain
a soils test each year, the lavoon embankment and surrounding areas
should be fer­tihl�ed with 800 pounds per acre of 10-1. 0-10, or
equivalent.
Brush, and trees on the embankment must be controlied. This ma�,,, be
done by mowing, spraving, grazing, chopping, or a conibination '01'
these practices. T�is should be do�'ne at least once a year and
possibly twi-ce ir. years t.�at weather conditions are favora�le ior
heavy vegetative
NO" E: Hvegetation is controlled by spraying, the herbi.-ide must not be allowed to enter
the lacroon water. Such Chernicals could 1�arm the bacteria in the lagoon that are treating
W 0 1 L
aste.
Maintenance inspections of the enl,'Ire lagoon should be made during the Initial filling., of
Cia lagoon and at least monthly and after major raln(all and st,:)rr-.1 Items to be
checked shoild include, as a minim--jr.1, the following:
2.
Inlet Pipes, Recy-ling Pipes,
separation or joints
cracks or brea�ks
and Overflow PiPes—look for:
acCumulalion of salts or minera!s
overall ConditiCin of pi.pe5

Lagoon s�jrface—l(.,o�,
undesirable VE'7etative E�rowth
flOating or lodged debrl�-s
Embanknien-l—look 'Or;
crac�Jng, or Iiug,, tlole5
Side SIOPe stability-5i'Umps Or 5L; I c,,3 5
3. wet or damp area; on'the ba�-� -1 �-
.4. erosion due to I of vew2tion or a-:; a res
'Ic
5. rod;nt damace ack ot wave action
Larger lagoons Ma), be subject to finer dama,
Winds. These waves can erode the fa se due to wave a=icn caused bv strong
.-onn sidewalls, rhereby weakeninc, th ' I
A good stand oi vegetatior) will redu c . e a -soon darr_
ce the Poteritia" damage caused by
VVa ve ?-C' , i on ca u ses se rio us damage 1 o a" I agoo n S idewa I I, ba ff I es i ' ti�- wave action. IT*
Used .10 reduce the wave impacts. n he !aaoon M'y be
It
f%nv of these features could lead to sro5ion a-nd weakenirrg i -tje Li
.,, t vo r [ago- n 'has
an? of these feaLires, you Should call a.-' appropriate expert iami-� 0
.. t � I, �-ar Wit� design and
c0_5*7ucticm Of Was,�e lagoons. YOU may neec! '.,"o proyidie a temporary fix if there ;5 a threat
of a waste discharge. However, a permanent i
lechnicalexpert. ALnydiz.,ingi so ution should be reviewed by Me
under,aking with 0- into a lagoon darn with heavy equjPrn;�nt is a serious
Potentially serious consequences and. should no,,
recommended by an @Pphoopriate technical expert. :)e con&,�-,ed u-n less
Transfer PUMps—check for proper operation Of.-
1 . recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, a,"d overall pump operation. An u.'IU5L2llv loud or grindirc,
noise, or a largeamount �f Vibration, mav ind. 0
rep-laCerrient. I Ic8te tha.- the pump I;S in n=-'C-Cl or recair or
NOT�': Punnplrg systems should be inspected and operatec� frequ,,
are n;t comp.le!ely 11 .1 tly enough so that, you
surPrised" by equipment fallUrgo. you Should P . erfo
sYsterr- .—I'aintenance at a time w" r.-'n vour pumpi,-Ig
hen You,- laaoon is at its lo',A, level. T�is wi'll aIJOW some
sa.,e!y ',iMe 5,�oUld MaiOr repairs be required" Having a ne2riv ful! iaZOon is not the time
to think about switchin; repairing , or bcrrowing
C! pumps. Pro bab I y -i f yo u r I a goor, i 5- fu 11,
Your neighbor's lacroon is full also. You should consicler mainta; ''
par's or purnps. an inventory of spare
Surface water divers -on features are designed to carry afl surface
drainage w2,,ers (su& as raim-'all runoff, roof dramagc�. gutter outi'ets
and parking lot runoffi away irorn
0 , your lagoon and c-ner wasete
treatment or s:orave 5tructures. T�,e only waer that should be
Conling trom your 1� l2gOOn is that which �Omes trorr vo�jr flusfiij,8
(washmg) system PIPesand the rain.-aff that hits th I'
e -agoon directIv.
YOU S�Ould in5pect your 6- ' I
I . Verston system for 'he fo��;owing:
adeq�jate vegetation
2. &0--.Ision capacity
'id", berm �e4ht

identified Problems should be corrected prompt!y. It is advisable to irlspect your system
during or immediately following a hea%,y rain. If technical R5SiStance is needed to
determine proper solutions, consult wi-�h appropriate experts.
You - should record the level of ttie lagoon just prior to v-,hen rain is pred;cted, and then
record &the level again 4 to 6 �ours after the rain rassurne5 theire is. -no pumping), This A,il�
Sive you aa idea of how much yn
0 , level �vill rise %,Vith a ceriain rainGi am, oun',
,ur 1220c-,r.
(y,,)u must also be record:,ng your rainfriN for this to work'l. Knowing .,)'is should help in
planning irrigation applications and 5iorage. If your lagoon rises excessively, you may
have an inflow problern, from a sufface w2ter diversion Or there may be se'
la-oon from the surround:na land. epage into 'the
0 �. 0
L--Ooon Operation
Start-up:
Immediately after construL-tion establish a comple�e 50d cover on ba.re soil
sunaces to avoid eresion.
Fill ')eW lagoon design Volume a' least half fji'l of water before
C, - r1l
waste loading begins, tal<i,,1c'rare not to erode lining or bank slopes,
.3. Drainpipes into the lagoon should have a flexible pipe extender on -the
I - i
end Of the pipe 1.0 O'sMarge near the bottom of the lag-c)on during initial
filling or anotheir means of slowing' the incoming water to avoid erosion of
the lining. 0
4. When possible, begin loading new lagoons in the sprina to maximize
bacterial establishment (due to warmer weather). 0
5. It ii recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the annount. of 0.25 percent of the full lagoon
liquid volurn.e. T711is seeding should occour at ffea�st two weeks prior to the
addition of wastewater.
6. Main' tain a periodic check on the lagoon liquid pH. 1: the pH falls below
7.0, add agriCultural fime at the rate o, , pound per ":'D'OO dubic feet of
lagoon hquid voly -me until t�e pH rises above 7.0. 00timurn lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, an ' xcessive odor signais inadequate
biolog�pcal activity. Consu!tatic'n wcitph a technical specialist is recommended
if these conditions oc-curfor pro!:ongred periods, esioec'al Iy during the warm
Seasorl. 4=
Loading:
d
The more frequently and regulanly that waslawater is added 'a a lagonn, t�e bet-er the
lagoon will function. Flushos%5te,75 t-,Iat v.-a5h waste into the lagoon 5-3vera- I tir'les dai'y are
0P11--1U,'n or treatment. Pit rec�arge systerns, in wh�ch cne or mar.? buildings are drained
and r-2;:�ar,— d eaCh day, al5o wo-k %vell.

Practice waier cons&vaticn—r ,
I rinimize building water.usage and
spii'l-;�ge from leaking wFILPre,-,4 broken pipes and washdown th,-ou,,h
proper rnaMtenance ar,d Water coneervation.
f : i'mize feed "21stage an� sPil`lag-!! by keeping feeders'a-djusted. This
I redL;,:e- the arnount oj solids en4lering me la—oon
0 1
Management:
iN , - . , . I
iam--ain laloon liquid levEl !he per.manent storage level ari--,
C"Ie TILIN ternporary skorage
Pla,ce visible rrncarkers or stake& on the lagoon bank to show the
rninimum liquid level and the.rnaximum-lial-lid iever (Fi--ure 2-1).
-*-P,-t irrigating al- dhe ear
k lie5t poss;ble date in the spring based on
rluttrient require -men and so, -I mof5ture so temporary
storage
yva;P be maximized 'for the Surnmer thunders-lorm sea50-r�. Sim;la- y,
I rJr! g aL e I,) ttle late summen"early fall to provide maximum lagoor,
storave for Me winter.
0
The lagoon liquid level -shob"d never be -Closer than 1 foot to tine iowest
point of the darn or emL-ankment. .
Do noL pump II. -he lagoon liquid level lower that 'the permanent storage
level unless 'you are removing sludge.
a
Locate float pump intakes approximately 18 inches underneath the liquid
"Irface and as far away irom the drainpipe inlets a-z possible,
Prevent additions ofbeddl�ns materials, long-ster-mmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
0
�Crequently remove solids from catch basins at end of confine.-nent houses or
herever' they are installed.
Maintain strict vegeta'l c,--., rodent, and varmint control near laRoon ed-es.
L k.1
Do not a!l!ow trees or ;arge bus.�-,es to gro%-,, on lagoor. darn or emba.-kment.
Remove sludge from the lagoon either when the sludge storage capacity is
4Ui or before it fill'i 50 perc4ent of the permanent -5t��r2c- VOIUMe.
!1' animal Produc-ion is �o be terminia'ad, the owner is responsibie for
obtainin- and irnplernenting a --!osure p.an tc elirnlnate the possibility or a
0 L L
pollutant. &scharge.
C
0 �
Sludge Removal:
Rate oi� lagcon sludge buildup can he re-,'uced by:

P05slible Cause5 of I a-goorl Failurt?
the unpi'ar�.-eo d1-L5cha--,e
fa i I u re S Z�
lr�clude eakag.?
52!e!v. �Zer7'.S Whz
'C11 May
tne vv nOL�" ProDer des;gn
p
ci
oon liquid ic-vels—h'an i0ve S a. F;5R.
Failure -to ir,5pec� ar,Cj
m M.
E^,, �- e S S S -._j C �? " e " fln vv: r Z 171 " -j � � e 1 S � 7, 7
integri7y—prote-& "'3. 1 1 k 1pe SCO�'ring' d;mage C .
p-
cva!, or'rupture :rO-7'q lvvver�r--cr
r e rn agcon
MV
NOTE: (f jagoon wate!r is allowed ?o over-.ap the dam, the moving v,,zL�eip will
5-con cause
V-1111lieS to rorm in -he dam. i5 22M,20e starts, it can N
of wast&,A�ater and' qUicklY CaUse a Iarge discharge
d Possible dam itc-Ijure. L