820055_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 verib, all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Fann Number: 82-0055 Certificate Of Coverage Number:
2. Facility Name: Earl Hone� cutt Farm
3, Landowners Name (same as on the Waste Management Plan): Lvndall Clark Honevcutt
4. Landowner's Mailing Address: PO Box 176
City: Salembu ZVYI — (ek 3?, State: NC
Telephone Number: 9 1 0-5*4—§++9_ Ext. E-mail: ecuvorkman�&'vahooxom
5, Facility's Physical Address: 3224 N Salenbun-r Hw.-,.
City: Salemburg 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): Lvndall Clark Hone� cutt
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Wean to Feeder
Operation Types:
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
(lilts
Other
Other
NC
L-indall Clark Honeycutt
2JY- — 4--ee 39
910 S 11 Ext.
MuEphy-Brown LLC
Phone No.: 91 0-_5#A--_1rH 2
Allowable Count
9.080
AWS820055
Zip: 28385
Zip: 28385
OIC #: 24415
DrV Poult
Other Types
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep - Sheep
TuTkeys
Sheep - Other
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers
Rea

1,3. Waste Treatment and Storage Lagoons (Verify thefollowing infortuation is accurate and coin. plete. Make all necessary
corrections and orovide missinR data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Squire Feet)
Design Freeboard
"Redline"
(inches)
19 3
cic_
4-u'l t 1
-1.5600
*1" -
L
IX& %I
ji 5--3 G
19.00
29.4
t9l"
t9-"
1.9-N
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.].00(d) to the address below.
The CAWMP must include the following components:
I . The most recent Waste Utilization Plan (WUP), signed by 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.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2, A site map/schematic
3. Emergency Action Plan
4. insect Control Checklist with chosen best management practices noted
5. Odor Control Chccklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/itorage 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@,nedenr.gov

1 6 .
I attest that this application has been reviewed by ine 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 NIC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties Lip 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 niore 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: 4A /JzZ #oA40 -
Title:
Name:
Signature:
Name:
Signature:
M% Date:
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 27699-16-16
Telephone number: (91.9) 707-9100
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

Nutrient Management Plan For Animat Waste Utilization
This plan has been prepared for:
Earl Honeycutt Farm
Earl Honeycutt
P.O. Box 33 7
Salemburg, NC 28385
[phone]
09-10-2003
This plan has been developed by:
Greer Moore
District Soil,& Water Conservation
84 CounWCO/nDlex Rd
Clinton, �C:28128
(91 O)M - 79 6jl
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 manageinent that are included with
Date
Signature (manager or producer) Date
This plan meets the minimum stangards and specffications of the U.S. Department of
Agriculture - Natural Resources nservayton Service or the'standard of practices
adopted by the Soil and Water C7�servati n Commission.
Z le) -
Plan Approved By;, q
Tech� Nca 4pecialist Signatare I Date
---------------------------------------------------------------------- -------------------------------------------------------------------------------
530592 Database Version 3.0 Date Printed: 09-10-2003 Cover Page I

Narrative
Mr. Honeycutt has the option to plant tobacco in the acres noted in the W'UP. However, timing of
application on the tobacco rotation is very important. 70 lbs N/acre i s allowed, however all animal waste
applications to the crop must be made pre -plant (before planting), tobacco should be planted within 30
days if animal waste applied to fields.
Greer Moore
Technical Specialist
---------------------------------------------------------------------------------------------------- I ........................................................
198663 Database Version 3.0 Date Printed: 09-10 -2003 Narrative Page I of I

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S5
I
Swine Nursery Lagoon Liquid waste generated 1,734,280 gals/year by a
9,080 animal Swine Nursery Lagoon Liquid operation. This production
facility has waste storage capacities of appro;dMately 180 days.
Estimated Pounds of Plant Available Nitrogen ��Generated per Year
Broadcast
3994
Incorporated
6860
Injected
7555
Irrigated
4342
Actual PAN Applied Actual Volume Applied
(Pounds) (Gallons)'
Volume Surplus/Defici
(Gallons)
Year 1
10,113.13 4,013,694
-2, 79 414
Year 2
11,966.27 4,656,707
-2, L22 42]7
P
-,OOMW
view QUOYW.�4wol
-----------------------------------------------------------
----- 54�-t�: ------ --- I-D, ---- S --- m- -e-a- -n- s-- -s-t-a- n-- d--a- r--d- - s--o-u,-r- -c-e- U- ---- m, -e,a- -n, s-- -u- s--e-r --- de--f-in,ed source.
530592 Database Version 3.0 Date Printed: 09-10-2003 Source Page I of I

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where avai lab le.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index(LI)
Soil Series
Crop Sequence
RYE
2097
Field I(El
4.81
4.81
N/A
No! folk
Tobacco, Flue Cured
3.300 tbs.
2097
Field 2 (P
7.241
7-24
N/A ,
N-orfoik
Tobacco, Flue Cured
3,300 lbs.
2097
Pull 1
3.58
3.58
NIA
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
2097
Pull 10
3.62
3.62
N/A
Norfolk
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
2097
Pull 11
2.97
2.97
N/A
Norfolk
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
2097
Pull 12
3.62
3.62
N/A
Norfolk
Corn, Grain'
I 15 bu.
Wheat, Grain
60 bu.
Soybeans, 1�lanured, Double Crop
35 bu.
2097
Pull 13
3.05
3.05
N/A
Norfolk
Com, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
2097
Pull 14
3.92
3.82
N/A
Norfolk
Com, Grain
115 bu.
Wheat, Graiin
60 bu.
Soybeans, Manured, Double Crop
35 bu,
2097
Pull 15
3.82
3.82
N/A
lNoifolk
Com, Graiti
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
2097
Pull 2
3.44
3.44
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bez�.mudagrass Pasture
6.5 Tons
2097
Pull 3
3.44
3.44
N/A
jNofblk
Small Grain Overseed
1.0 Tons
Hybrid Betmudagrass Pasture
6.5 Tons
2097
Pull 4
2.32
2.32
N/A
Norfolk
Small Grai h Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
2097
Pull 5
2.27
2.27
N/A
Norfolk
Corn, Grain
115 bu.
f
Wheat, Griin
60 bu.
Soybcans, Manurvd, Double Crop
35 bu.
2097
Pull 6
2.06
2.06,
NIA
Norfolk
Corn, ain
115 bu.
Wheat, Grain
60 bu.
530592 Database Version 3.0 Date Printed 9/10/03
7.Tn'r'0. C-UM * �oa"c iieAr P-nte.rp.ii (iqtq.
PCs Page I of 2

Planned Crops Surnmary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index(LI)
Soil Series
Crop Sequence
RYE
ISoybeans,
Manured, Double Crop
35 bu.
2097
...........
Pull 7
1.50
1.50
N/A
Noboco
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
38 bu.
2097
Pull 8
2.26
2.261
N/A
Norfolk
Corn, Grain,
115bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
2097
Pull 9
2.18
2.18
NIA
Norfolk
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Nlanured, Double Crop
35 bu.
2097
Pull El
1.00
1.00
N/A
Norfolk
Corn, Grain
115bu-
Wheat, Grain
60 bu.,
Soybeans, Manured, Double Crop
35 bu.
2097
Pull E2
0.90
0.90
N/A
Norfolk
Corn, Grain 1
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
2097
Pull E3
1.38
1.38
NIA
INofolk
Corn, Graiii.
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
2097
Pull E4
1.53
1.53
N/A
Norfolk
Corn, Grain
115 bu.
Wheat, Grain
60 u.
Soybeans, Manured, Double Crop
35 bu.1
PLAN TOTALS: 60.82 60.82
LI
Potential Leaching
Technical Guidance
< 2
Low potential to contribute to soluble
None
nutrient leaching below the root zone.
>-- 21 &
N-Ioderate potential to contribute to
Nutrient Management (590) should be planned.
<= 10
soluble nutrient leaching below the root
lzone
High po tential to contri bute to so lubl e
Nutrient Management (590) should be planned. Other conservation practices that
nutrient leaching below the root zone.
improve the soils available water holdiig capacity and improve nutrient use efficiency
> 10
should be considered. Examples are Col ver Crops (340) to scavenge nutrients, Sod -Based
Rotations (3 28), Long -Term No -Till (718), and edge -of -field practices such as Filter
,Strips (393) and Fjparian Forest Buffer�$ (39 1).
530592 Database Version 3.0 Date Printed 9/10/03
XTf%IP'V. 0__1L_I * ­­ ­.- -+-A A.+.
PCs Page 2 of 2

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
Source
TTact
Field
I 11)
9V-
2097
Fi6ldf(EJ
S5
2097
Zelledl �
S5
(I
2097
PWJ I
S5
2097
M I ,
S5
2097
LP,ul
P Ill
1�u][l 1 0
S5
20E97
ta 10
10
S5
2097
Pat[l I
S5
2097
Pull 11
S5
2097
Pull 12
S5
2097
Pull 12
S5
2097
Pufl]3
S5
2097
P" 13
S5
2097
Pull-14
S5
2097
Pull 14
S5
2097
Pull 15
S5
S5
Total 1VO -
Soil Series Acres I Atx�s Crop
rolk 4.81 4.81 Tobacco, Flue Cured
rolk 7.24 7. Tobacco Flue Cured
orfolk
2
2
3.82
1
3-58, Small Grain Overseed
3-58 Hybrid Bermudagrass Pasture
3.62 Corn, Grain
3.62 Wheat, Grain
2-97 Corn, Grain
2.97 Wheat, Grain
3.62 Corn, Grain
3.62 Wheat, Grain
3 - 05 Corn, Grain
3.05 Wheat, Grain
Corn, Grain
3.82 Wheat, Grain
3-82 1 Corn, Grain
3.82 Wheat, Grain
Year
PA 'e'-
lqutrient Nutrient,
Req'd � Applied
Res.
Applic- I Applic.
RYE I Period I N I N I N Method
3,300
3/15-6/30
70
0
0
Irrig.
3,300
3/15-6/30
70
0
0
hTig.
1.0 Tons
10/1-3131
50
0
0
Irrig.
6.5 Tons
3/1-9/30
222
0
0
fiTig.
115 bu.
2115-6/30
131
0
20
Inig.
60 bu.
9/1-4/30
125
0
0
Errig.
115 bu.
2/15-6/30
131
0
20
Inig.
60 bu.
9/1-4/30
125
0
0
irrii.
115 bu-
2/15-6130
131
0
20
Inig.
60 bu.
9/1-4/30
125
0
0
115 bu.
2/15-6/30
13 1
0
20
FIrrig.
1nig.
60 bu.
9/1-4/30
125
0
0
ln
Injec.
115 bu.
2/15-6/30
131
0
20
ITrig.
60 bu.
9/1-4/30
125
0
0
Irrig.
115 bu-
2/15-6/30
131
0
60 bu.
9/1-4/30
125
0
Wpm
PA
Nuuint
Apl1ed
([W,Q
Liquid
ManurcA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Fild)
1OOD
-
h
gal/A
I Tons
1000 gals
I tons
270
27.96
0-00
134.581
0.00
.70
27.96
0.00
202.44
0.00
19.97.
0.00
71.50
0.04
22Q
88.68
0-
317.46
0.00
44.34
0.()0
160.50
0.00
19.97
0-00
72.30
0.00
44-341
0.00
131.68
0.00
19.97
0.00
59.32
0.00
44.34
0-00
160.50
0.00
50
19.97
0.00
72.30
0.00
111
44.34
OkO
135.23
0.00
50
11.48
0. N,
35.01
0.00
111
44.34
0.00
169.37
0.00
50
19.9�
0.00
76.29
0.00
Ill
44.34
0-00
169.371
O.W
50
19.97
0.040
76.291
0.001
530592 Database Version 3.0 Date Printed: 9/10/03 WUT Page 1 of 6

Waste
Mi.,
.,Ion Table
Source
Total
Use,
'
�ear 1
Applic
Nitrogen
PA
Nutrirnt
Req'd
(lbs1A)
Cotrun.
Fert.
Nutrient
Applied
Obs/A)
Res.
(Ibs/A)
Appfic.
Mt�L=
it
Liquid
ManUTeA
pplied
(acre)
Solid
Manure
Applied
(a-)
Liquid
Manure
Applied
(Field)
Solid
Manure
App-hqd
(Field)
1000
Tract
FU
B)
Soil Series
Acres
A- C r
Crop
RYE
Period
N
N
N
Method
gal/A
Tons
1000 gals
tons
2097
1 Pup
S5
korfolk
3.44
3.44
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
19.971
0.00
68.70
O.Oo
2097
PuTI9.
S5
Norfolk
3.44
3 -44
Hybrid Bermudagrass Pasture
6.5 Tons
3/1-9/30
222
0
0
Irrig.
88.681
0..
305.051
0.0()
2097
Pull S
S5
Norfolk
3.44
3.44
Small Grain Overseed
1.0 TO ns
1011-3/31
50
0
1 0
Inig.
50
19.97
0.00
68.70
0.00
2097
POU 3
S5
1 Norfolk
3.44
�-44
Hybrid Bermudagrass Pasture
6.5 Tons
3/1-9/30
222
0
0
Irrig.
88.68
0.00
305.05
0.00
2097
PA 4
S5
iNorfolk
2.32
2.32,
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
19.97�
0.00
46.34
O.DO
2097
Pull 4
S5
Norfolk
2.32
1-32
Hybrid Bermudagrass Pasture
6.5 Tons
3/1-9/30
222
0
0
Inis.
88-68
0.00
205.73
0.06,
2097
PLM 5
S5
Norfolk
2.27
-
2.27,
Corn, Grain
115 bu.
2/15-6/30
1 . 31
Irrig.
44.34
0.00
100.65
0.00
2097
Pull 5,1
S5
Norfolk
2.271
2.27
Wheat, Grain
60 bu.
9/1-V30
125
Irrig.
19.97
- 0.00
45.34.
0.00
2097
P6;11-6-,�
S5
Forfolk
2-06
21IO61Corn,
Grain
115 bu.
2/15-6130
131
0
20
Inig.
44-341
0.00
91.
0.00
2097
Pull 6
S5
Norfolk
2.06
2.061Wheat,
Grain
60 bu.
911-4/30
125
0
0
Irrig.
19.971
0.00
41.14
-
0.00
2097
Ptd) 7,
1
S5 ,
Noboco
1.50
1501Com,
Grain
115bu.
2/15-6/30
131
0
20
Irrig.
111
44.34
0.00
66.51
0.00
2097
Pin 117, �
S5 iNoboco
1.50
I-501Wheat,Grain
60 bu.
9/1-4/30
t 125
0
0
Inig-
Y)
19-97
0.00
29.96
0.00
2097
Pull Ri
S5
Norfolk
2.26
2.26
Corn, Grain
115 bu.
2/15-6/30
13l
0
20
Irrig.
111
44.34
0.00
100.20
0.00
2097
FWI-St
-S5
Noiffolk
2.26
426
Whcat�- Grain
60 bu.
9/1-4/30
125
0
0
hTig.
�0
19-97
0.00
45.14
0.00
2097
Pull 9 �
S5
Norfolk
2.18
2.18.
Corn, Grain
115 bu.
2/15-6/30
131
0
20
Irrig.
111
44.34
0.00
96.66
0.00
2097
Pull 91
1
S5 1
Norfolk
2-18
2.18
Wheat, Grain
60 bu.
9/14/30
125
0
0
Inig.
50
19.97
0,00
43.54
0-00
2097
PUP Ell
S5
Norfolk
1,00
1 .00
Corn, Grain
115bu.
2/15-&30
131
0
20
Irrig-
111
44.34
0.00
44.34
0.00
2097
Pull El
S5
Norfolk
1.00
1 .001
Wheat, Grain
60 bu
9/1480
125
0
0
Irrig.
50
19.97
0.00
19.97
0-00
2097
Pull E21
S5
Norfolk
0.90
0.901Com,
Grain
115 bu.
2/15-6130
131
0
20
Inig.
111
44.34,
0.
40.041
0.00
2097
Pull El'
S5
Norfolk
0.90
0.00
Wheat, Grain
60 bu. 1
9/1-4/30
1
125
0
0 1
Inig.
19-97
0-
18-03
0.00
2097
ull El
S5
Norfolk
1.38
1-39
Corn, Grain
115bu.
2/15-6/30
131
0
20
Mg.
11
44.34
0�00
61.01
0.00
2097
Pull E3
S5
Norfolk
=138=1.38IWhcat,
Grain
60 bu.
9/14/30
125
0
0
Inig.
501
19.971
0-00
27.481
0,001
530592 Database Version 3.0 Date Printed: 9/10/03 W-UT Page 2 of 6

Waste Uth. )on Table
ear I
4itrogen
Comm
Res.
MR -re
Liquid
F7�lid
PA
Fert.
ObsIA)
A&
ManureA
Manure
Nutrient
Nutrient
I
Numcni
ppked
Appliod
Reqd
Applied
AFO'Od
(acre)
(acre)
Source Total -,Skp, Applic.
Tract F�Ld I ID I Soil Series Acres Rwk Crop RYE Period N
INorfolk
WI
2097 Pull I S5 1.53 1 Porn, Grain 115bu. 2/15-6/30 131
2097 Pull N S5 'N orfolk 1.53 11; irrain 60 bu. 9/1-4130 125
1 1 1 . . Wheat, C
s/A)
AppEc. lom
N N Method gal/A Tons
0] —7-
0 270 hTig. .34T 0.0�
0 Irlig. 51 19-971 0-0(
Total Applied, 1000 gallons
Total Produced, 1000 gallons
Balance, 1000 gallons
Total Applied, tons
Total Produced, tons
Balance, tons
Notes: 1. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
Liquid
Solid
Manure
Manure
Applied
Appli�d
(Field)
(Field)
i
1000 gals
—7
tons
68-01
O.Oc
30.64
0.00
4,013.69
1,734.2iF-
-2.279A1
0.00
0.00
0.001
530592 Database Version 3.0 Date Printed: 9/10/03 VIUT Page 3 of 6

Waste Uth
)on Table
)Year 2
Nitrogen Comm
PA Fert.
Nutrient Nutrient
ReqV Applied
(lbs/A) @bs/A)
Res.
Obs/A)
tKpw
t
L ui '
LiqAd Solid
iq d d
So'�
Man
ManurrA Markure
M
pphod Appled
pphod Appli
(a a-
(a-) (acre)
Liquid
Manure
Applied
(Field)
Solid
Mdnure-
Appliqd
(Field)
Tract
2097
Fft
Field
Souice
ID Soil Series
S5 Norfolk
Total
Acr.
4.811
Use,
Crop
4�81 Tobacco, Flue Cured
RYE
3,300
Applic.
Period
3/15-6/30
N
70
N
0
N
0
Applic.
MethDd
hrig.
I -
1
I 0()D
gal/A
gW
27.96
To.,
Tons
0.00
-;000 gals
134.58
tons
2097
2097
2097
Pield7g
Puff
P
S5
S5
S5
Norfolk
INorfalk
korfolk
7.24
3.58
3.58
12A Tobacco, Flue Cured
'3,58 Small Grain Overseed
'3-58 Hybrid Bermudagrass Pasture
3,300
LOTons
6.5 Tons
3/15-6130
10/1-3/31
3/1-9130
7o
50
222
0
0
0
0
0
0
krig.
brig.
Mg.
74
50
'. 222
27.96
19.97
88.68
O.00
0,00
0.00
202A4
71.501
317.46
-0.(X
6.00
0.00
0.00
2097
2097
PukW
PLIP '10�
S5
S5
Norfolk
Norfolk
3.62
3.62
162 Whea% Grain
'5
3,62 Soybeans, Manured, Double Crop
60 bu.
35 bu.
9/14130
4/1-9/15
125
137
0
0
0
0.
Irrig.
1
Inig.
75
1,37
29.96
----
54.72
0.00
0.00
log.45
198.10
0.00
0.00
2097
PuE 11
S5
Norfolk
.9
2.97
4
2.97 Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Mg-
75
29.96
0.00
88.98
0-00
2097
2097
Pull 11
PO �2
S:5
S5
Norfolk
Norfolk
.9
2.97
3.62
2
2.971Soybeans, Manured, Double Crop
i
_�� Wheat, Grain
35 bu.
60 bu.
4/1-9/15
1 9/1-4130
137
-
125
0
- i
0
0
0
Irrig.
-
Irrig.
137
. . ,
175
54.72
-
29-96
0.00
-
0.00
162.53
ION.45
- 00)
0.00
2097
ftfl 12
S5
Norfolk
3.62
3-62 Soybeans, Manured, Double Crop
35 bu.
411-9/15
137
0
0
Injec.
147
I
31.45
0.00
113.85
0.00
2097
Pull 13
S5
Norfolk
3.05
3.0,5 Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Injec.
-
17.221
-
0.0 0
52.51
0.00
2097
Pull 13
S5
Norfolk
3.05
3.05 Soybeans, Manured, Double Crop
35 bu.
4/1 -9/15
----
�137
0
0
Inig.
'147
.54.72
1
0.001
166.91
0.00
2097
2097
2097
2097
4
�ft)IJ 4
I
Pull 15
PuUi 15 .
- - FF---
S5
S5
S5
S5
Norfolk
Norfolk
-
FNorfolk
Norfolk
3.82
3-82
3.82
3.82
3.82 Wheat, Grain
3-82 Soybeans, Manured, Double Crop
-
3.82 Wheat, Grain
3.82 Soybeans, Manured, Double Crop
60 bu.
35 bu.
I
60 bu.
35 bu.
9/1-4/30
4/1-9/15
9/14/30
4/1-9/15
125
1 37 1
125
137
0
0 1
0
0
0
0
0
0
Inig.
firig.
Irrig.
lnig.
75
137
I
75
I
29.96
54.72
29.96
54.72
0.00
0.00
0.00
0.00
1
114.441
209.04
114.44
209.04
0.00
0.00
0.00
O.OQ
2097
2 0 9 7
2 0 9 7
2097
Pull 2
Pull, 2
S5
S5
N( k
'Norfolk
N 'r'
rf
Norfolk
0 Olk
3 4'
3.44
F3 44
3-44
3.44 Small Grain Overseed
3.44 Hybrid Bermudagrass Pasture
1 .0 Tons
16-5 Tons
10/1 -3/31
3/1-9/30
50
222
0
0
0
0
Irrig.
Inig.
56
19.97
88.68
0-00
0.00
68.70
305.05
0.00
0.00
2097
2097
2097
0
2097
0
k2097
'Pull 3
Pull 3
PuU 4
Pull 4
S5
S5
S5
S5
N lk
INofolk
Norfolk
Norfolk
Norfolk
3.44
3.44
--
3.44
2.32
2 12
3.44 Small Grain Overseed
3-44 Hybrid Bermudagms Pasture
2.32 Small Grain Overseed
3�21 Hybrid Bermudagrass Pasture
LOTons
6.5 Tons
LOTons
6.5 Tons
10/1-3/31
3/1-9130
10/1-3131
3/1-9/30
so
222
50
222
0
0
0
O-L
0
0
0 -
-0 [Inig.
Irrig.
brig.
Irrig.
50
222
--
-0
P2�5�2
---
19.97
I
88.68
19.97
88.68
0.0(
0A
OA
0.09
68.70,
305.05
46.34
205.73
0.00
0.06
0.00
0.00
530592
Database Version
3.0
Date Printed: 9/10/03
WUT
Page 4 of 6

Waste
Uth
)on Table
I�ear
2
Nitregen Comm
Res.
-
PA
Pert.
Obs/A)
Nutrient
Nutrient
R4d
Applied
(lbs/A)
Obs/A)
Sourcel
Total
Applic.
AppKc.
Tract
FicId
D)
Soil Series
Acres
A)t crop
RYE
Period
I
N
I N
N
Method
2097
PA
S5
INorfolk
2.27
�X Wheat, Grain
60 bu.
911-4/30
0
hig.
2097
1 PuUSS�
S5
INorfolk
2.27
IM, Soybeans, Manured, Double Crop
35 bu.
4/1-9115
0
Irrig.
2097
Pull 6'
'
S5
Norf
olk
2.06
�'IIW Wheat� Grain
60 bu.
9/1-4/30
125
0
0
Jrrig.
2097
Pull 6�
S5
I ,f.lk
2.06
!aA Soybeans, Manured, Double Crop
35 bu.
4/1-9115
137
0
0
Irrig.
2097
P)61171
S5
Noboco
1.50
1.5.0 Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
2097
Pull?t
-mm'
S5
Noboco
1.50
-
1.5.0 Soybeans, Manured, Double Crop
anur
38 bu.
4/1-9/15
149
0
0
ITTig.
2097
Pull a
S5
Norfolk
2.26
2.26 rWheat, Grain
60 bu.
911-4/30
125
0
0
Irrig.
2097
PuU 8,
S5
INorfolk
2.26
.M.
426 Soybeans, Manured, Double Crop
35 bu.
411-9/15
137
0
0
Inig.
2097
Full 9
. 1, 1
S5
-
Norfolk
2.18
-
a-19 Wheat, Grain
60 bu
9/14/30
125
0
0
Irrig.
2097
Pull 91
S5
Norfolk
2.18
'2,18, Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig-
2097
Pull BI
S5 1
Norfolk
1.00
Wheat, Grain
60 bu.
911-4130
125
0
0
l"ig.
2097
PO EI,
S5
Norfolk
1.00
1.00 Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig.
2097
- Pup P�
, -
S5
Noifolk
0.90
-
0-90,Wheat, Grain
-1
60 bu.
911-4/30
125
0
0
Irrig.
2097
Puh 192,
S5
Norfolk
0.90
0990 %oybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig.
2097
Pull 0
S5
Norfolk
1.38
-
1.38 Wheat Grain
6.0. b.u.
9/1-4/30
125
0
0
hTig.
2097
Pull E3
S5
Norfolk
1.38
1-38 Soybeans, Manured, Double Crop
35 bu.
411-9/15
137
0
0
Irrig.
2097
PuIlkE4
S5
Forfolk
1 1.53
1.53 Wheat, Grain
60 bu.
9/14/30
125
0
0
2097
Pull E4 I
S5
korfolk
1.531
1,53ISoybeans, Manured, Double Crop
1
35 bu.
4/1-9/15 1
137
0
0
530592 Database Version 3.0 Date Printed: 9/10/03
Manure
Liquid
ManumA
pplied
(arte)
Solid
Manure
Applied
(a-)
Liquid
Manuie
Applied
(Field)
Solid
manugm
Applio
(Field)
75
137
T5
�137
75
1000
gal/A
29.96
54.72
29.96
54.72
29.961
Tons
0.00
0.001
1000 gals
68.00
12412
tons
0.00
0.00
0.00
61.71
0.0(
0.00
112.73
0..
0.00
44.94
0
0.1
149
75
M
75
59.52
29.96
54.72,
29.96
0.00
89-28
0.00
0.00
0-00
0.00
67.71
123.68
6531
0.00
0.00!;
0.00
,137
54.72
0.00
119.3q
0.00
75
137
29.96
54.72
OAK
0.0(
29-96F-0.00
54.72
0.00
�5.
1�1
29.96
54.72
O.00
27.05
0.00
0.00
49.42
0.()o
75
137
29.96
54.72.
0.00
41.22
0.00
0.00
75.30
0-00
75
29.94
0.00
45.961
0.00
1371
54.7
93.95
0-001
WTJT Page 5 of 6

1-4vLcs: I - In me Tract column, — symbol means leased, otherwise, owned.
2. Symbol * means user entered data.
Narcgen
Canza
Res.
Man=
Liqaid
Solid
Liquid
Solid
PA
Fert.
Obs/A)
PA
ManurcA
Manure
Manure
Minurc
Nutrient
Nutrient
Nutnent
pphed
Applied
Applied
Applied
Req'd
Applied
Apphed
(a—)
(acre)
(Field)
(F ie ld)
(lbs/A)
Obs/A)
Applic.
b A)
1000
N
N
N
MethDd
i
N I
gal/A I
Tons
1000 gals
tons
Total Applied, 1000 gallons
4,656.71
Total Produced, 1000 gallons
1,734.28
Balance, 1000 gallons
-2,922.43
Total Applied, tons
07
Total Produced, tons
Balance, tons
530592 Database Version 3.0 Date Printed: 9/10/03 WIJT Page 6 of 6

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
2097
2097
2097
2097
2097
2097
Field
Field l(El
Field 2 (P
Pull I
Pull 10
Pull 11
Pull 12
Soil Series
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Application Rate
(inches/hour)
0.50
0.50
0.50
0.50
0.50
0.50
Application Amount
(inches)
1.0
1.0
1.0
1.0
1.0
1.0
2097
Pull 13
Norfolk
0.50
1.0
2097
Pull 14
Norfolk
0.50
1.0
2097
Pull 15
Norfolk
0.50
1.0
2097
Pull 2
Norfolk
0.5
1.0
2097
Pull 3
Norfolk
0.50
1.0
2097
Pull 4
Norfolk
0.50
1.0
2097
Pull 5
Norfolk
0.50
1.0
2097
Pull 6
Norfolk
0.50
1.0
2097
Pull 7
Noboco
0.50
1.0
2097
Pull 8
Norfolk
0.50
1.0
2097
Pull 9
Norfolk
0.50
1.0
2097
Pull E I
Norfolk
0.50
1.0
2097
Pull E2
Norfolk
0.50
1.0
2097
Pull E3
Norfolk
0.50
1.0
097
Pull E4
Norfolk
0.50
1.0
530592 Database Version 3.0 Date Printed 9/10/03 IAF Page 1 of I
NOTE: Svmbol * means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out� this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate MinimumAcres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
1120 bu
1501
' 13.16
- 23.111
46.22
69.33
6 ton R.Y.E.
300
26.32
11.561
23.11
34.67
iean 40 bu
160
14.04
21.671
43.33
65.00
----------------------------------------------------------------------------------------------------- * ----------------------------------------------------------------- 1
530592 Database Version 3.0 Date Printed; 09-10-2003 Sludge Page I of I

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
--Available Waste Storage Capacity
Source Name I Swine Nursery Lagoon Liquid
Design torage Capacity_(Days)
Start Date 19/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
54
1
2
73
1
3
161
1
4
180
1
5
180
1
6
180
1
7
180
1
8
173
1
9
180
1
10
180
1
11
180
1
12
180
2
1
180
2
2
180
2
3
180
2
4
180
2
5
180
2
6
180
2
7
180
2
8
180
2
9
180
2
10
160
2
11
135
2
1 - 2
109
Available Storage Capacity is calculated as of the end of each month.
----------------------------------------------------------------------------------------------------------------------------------------------------------------------
530592 Database Version 3.0
Date Printed: 09-10-2003
Capacity Page 1 of I

Required Specifleations For Animal Waste Management
L 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).
---- ---- - ------------------- ------- -
530592 Database Version 3.0 Date Printed: 9/1-0/03 ---------------------- Specification'Page -1 ------

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
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.
-------------- ---------------- *'----* --------------------------------------------------------------------------------------- I ------------
530592 Database Version 3.0 Date Printed: 9/10/03 Specification Page 2

15. Animal waste shall not be discharged into surface watersq 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.
-----------------------------------------------------------------------------------------------------------------------------------------------------------------
530592 Database Version 3.0 Date Printed: 9/10/03 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
-----------------------------------------------------------------------------------------------------------------------------------------------------------------
530592 Database Version 3.0 Date Printed: 9/10/03 Specification Page 4

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Swine Farm WasteManagement Odor COntrol Charkliat
Source Cau�e-
-�`i`orage �tatik o­r�* ­i'bardaimic jai
basin surflace decompositioil
• Mixing while filing
• Agitation when emptying
Se Itlin—g 6a-S-111—
surface
Manure, slurry, or
sludge spreader
outlets
I 111covered In, —
anure,
sitirry, or sludge on
field surl'aces
* Part'jalmicrobial
decomposition
* Mixing while filling
* Agitation when emptying
0
0
a
I'Fuclu jJ111111als 0
I)ead animal
disposal pits
------- L--
Incinerators
Standing water
around facilities
or
Ps to minin-u'! o
Site Specific 11raelices
Bottom of midlevel loading
21"rank covei-s
W"B'asin surface ma(s of solids
016ven biological additives or oxidants
a- Extend drainpipe outlets—undenwall, liqi.;id level
D Remove settled solids regularly
Agitation when spreading
---0- —Soil injection orslur[Yis-ludg-es
Volatile gas emissions
G3—Wash residual manure from spreader aller use
�gaseniissions
13 Proven biological additives or oxidants
V�latile while
drying�
oil illiectio, I of slurry/sludges
&-Soil incorporation within 48 hours
WOOSPread in thin uniform layers ror
rapid drying
0 Proven biological additives or oxidants
Carcass decomposition
-&-rcass �decompositjo�
6r- Proper disposition of carcasses
CIO' -Complete covering of carcasses in burial
In —complete combustion
pits
34roper 10catiOn/construction of disposal pits
U—Secondary
Improper drainage
Microbial decomposition of
Er Grade and landscape such that water drains away
from facilities
organic matter

$wine Farm Waste Management Odor Control Checklist
Source Cause
U--lushalley-s- Agitati�n dur—ing--was-le—wa- ter
conveyance
Pit recharge points
Agilaflon ofrecycicd lagoul)
liquid while pits are filling
I
BMPs to Minimize Odor
Sill : sp�,ir,,
flQ, with underfli-I vellijij4�4.
it)JI
I lut-� ILI i9c JUICS W 41cai bui.01i I (�J- v I h !vv I fl,
and -siphon vents
A9114110n durifig sump lank
filling and drawdown
u"Up tank �Uo vefs
Outside drain
coltection or
Agitatiomn —duri
. fig wastewalcr
13--Dox covers
junction boxes
conveyance
End of drainpipes
at lagoon
Agitation during Wastewater
r- �xlend discharge point of pil)es underneath
convcyance
lagoon liquid level
Lagoon surfaces
0 Volatile gas emissions
0"'Proper lagoon liquid capacity
* Biological mixing
F3'-Correct lagoon startup procedures
0 Agitation
&I..'Minimurn surface area -to -volume
ratio
9"inimurn agitation when pumping
C?' Mechanical aeration
additives
lrriga(
nozzles
lot]
ffigate on dry . days witi, little or no wind
Wind drill
er"Im", - -
1111111utn recommended operating
pressure
QYrump
intake near lagoon liquid surface
PUmP frOnI secOnd-stage lagoon

Swine Faffn Waste Management Oder Control Checklist
Source
Cause
s to Mini'Gize Odor
Farmstead BMP
Swine production Site Sw�rl(je Ili "dites
gyi'Ve�elai7lvc or wooded huffiers
Q/RecOfnmen(led best Ma"gigerneni practices
Animalbody 4- 411(f
-�--Di—rty inanure-covered
surfaces Dry floors
Floorsurfaces
anure-covered floors Q11.,41 A
Manure C(�J—Jectic)n
pils
Ventilation-e—Aiaust
fans
lnofo--Or S-U-rfa—ce-s-
Flush tanks
U]
.- - ILI 0ors
R"'Waterers located
over slotted noors
,9�4eeders at high end of solid tloors
R-Scrap'c'manure buildup frol," floors
-Ur—ine
C"nderfloor venfilation for drying
Partial microbial
13'.r-requent manure removal by flush, pit recharge,
decomposition
r scrape I
-VO—Jaiiile
nderfloor ventilation
�,ases� — —
— — —
r1% 111-1 totenance
U . at OoUficient air movement
Dust ashdown between groups of animals
11 Feed additives
13 Feeder covers
9"'Feed delivery downspout extenders to feeder
covers
Agitation of recycled lagoon r- 1"ah
1 "11 covers
liquid while tanks are filling L Extend fill lines to near bottom of tanks with
anti -siphon vents

Swine Farm Waste Management Odor Control Checklist
Nource
Cause
Manure [racked onto p-
06'r]Y maintairacd-J�-,
J)Ubfic roads fironj roads
I'arm access
BMPs to M112halize aggoj,
Additional I i
Swine Manure Mana—gument; , -T)"�-.T't—
Swille Production Farm P
'U'"Itiai 0d0f Sources and ftel-Aledies; EBAE'Fact She,
Swine Production Facifity Manure rvj �j
anage'"Cilt: Pit iteciiat'ge--.LagooaA'i'reattrie;il; EBAE 128--88
Swine Production Facility Manure Managenjellt,
. Underfloor Fiush--LagO'OnTreatment; EMAE 29-33
"90011 Desigri atid Managernew for Livestock MallureTreatment and Storage; EBAE 103-83
Ciall'Oration of'Manure and Wastewater Application Equipment; EBAE Fact Sheet
Co"(folling Odors from Swine Buildings; 1"11-1-33
Environmental Assurance Program; NPPC Manual
OPtions for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO 107, 1995 Conference Proceedings
Site specirle
Avsflab§L�
NCSU, Coun�
NCSU—BAE tension C.
NICSU--BAE
JACSU---BAE
NCSU—BAI1--
NCSU-13AE
NCSU—Swine Ex(ension
N.C. Pork Producers Assoc.
NCSU Agricultural C01,11nullic,
Florida Cooperative Lxtension aliolls

Insect Control Checklist for Animal Operations
Cause
11114PS to Collis-ol 111SCCIS
Site Slicrifir Pradires
"id Symms
Accumulatioll Of SolitIs
1-,lIIS1l sYstem is designed and operile,j
SlIfficielilly to remove accuintilaied solids fr011,
as designed.
M4tillers
1tcniove bridging of acclullulated solids .11
dgd)01lS WILI I'J(S CI listed Solids
discharge
ill lagoons, settling basins alitl pits whel-C
pest breeding is apparent 10 II)iIjiIIIi7e lie
cralstilig Of solids to a depth of I,o Illore 111;,,, 6
Wroalivc Decaying vegetation
inchus over njore than 30% of surface.
4 11 omll
a"ttaill vegetative C01111rol along banks of'
lagoolls and other impoundments to prevent
acclullillation ordecaying vegetative Inallel
along water's edge of] impollildilleril's perillieleF.
Feed Spillage
fqr OPerate and maintain feed sysleills (e.I_
bunkers and froughs) to illillililize Ile
M/accill"I'lati011 Of decaying wastage.
("leall I'll sPillage oil a ronfine basis (e.g., 7
(lay "llel-vill (111609 sliflilliel'; 15-30 day imci vill
FCA Slol,11,!C 7S 'of —f..
Accinnulatiol
luring winter).
—alld
edlice moislure mcnilitflatioll w
i'll"Iethille Pe"i'lleler of feed stojq-
,e
areas by his"Fing drainageawily I'loill sile
and/or pl-ovitlilig adequate coillail),lielit (e.g.,
covered bill for brewees graiii ;11141 Similar high
Illoishire grain pro(Iticls).
n Inspect for and reII10ve Or In eak op
solids ill liller sirips arolillif rectl sjjjlj,.c;js
Ileeded.
A h. � Nuveinher 11, 1996, Page I

Saliff-ce
A ninial I It"j-
ding A rcjs Accumulations of UMPS In Control Insect
aninial waste—i _IC0_r__S
Site SPecific Pracl,
f3 Elimmate; low areas [fiat trap n) sees
and feed Wastage fences and Other olshire along
locations where Waste
a"c"Mulates and disturbance by aninials is
minimal.
n Maintain fence rows and Ifiller'striPs around
aftimal holding areas to minimize
acclimulations of wastes (Le-, inspect for and
hu"a �cl jill"Ill fig Ac remove of break IT accilmlilated solids as
cillove spillage on a routine basis (e.g., 7 - I i)---
day interval during summer; 15-30 day inlerval
during winjer) %vilere Inaluire is IOAdcd for land
application or disposal.
n Provide for ade(litate drainage around "lainirc
stockpiles.
n I"sPect for an(l renjove or break up acculujilaletl
WaStcs in filter slfiPs ar0lind stockpiles Hull
jill0rilhilit)JI C0111acl 11kc (_'Ooperalive J.X
Rd 16EII, NC. 2 1095-76 13. -vice, Of 1-11101"OlOgY, Box 7613, Milli car(q,
lellsit"I Sel
111a Stifle I Inivrisily.
AAJIc'_ Nove"11)Ur If. 1996, Page 2

W�2_5��
EMERGENCY ACTION PLAN
PHONF_ NUNSERS
DWQ 910 _0�86 s-Al
OVIERGENCY MAINAGENfENT SYSTEM 9 //
S W CD 910 4*0 .3 — "Va 19-7
NRCS
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.
C;
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.
0 0
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
0 0
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: Leak -age from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irri�arion pump.
c. Close valvesto eliminate further discharae.
d, Repair all leaks prior to restarting pumps.
I
D: Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irnization pump.
C. %Make sure no iiphon occurs.
d. Stop all flo�xs in the house. flush systems, or solid separators.
December 18,1996

e. Repair all leaks piiQr to restarting pumps.
4V
E: Leakage from base or sidewall of laeocn. Often this is seepage as opposed to
Jlowir�q leaks- possible action:
a. Dig a small sump or ditch away ftorn the embankment to catch all seepage,
put in a submersible pump, and pump back to lagoon.
b. If holes are caused by b=owing 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 whatduration?
C. Any damage noted, such as employee injury, fish kills, or property dama.-,e'7
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 dan geler .(either on or off of the property)?
h. How much reached surface waters?
3: Contact appropriate agencies.
a. During non-nal business hours, call your DWQ (Division of Water Quality)
regional offlce; Phonel""O-'0847!15��" 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 locadon or
direction of movement of the spiU, 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, caU local EMS Phone number -
C. Instruct EMS to contact local Health Department.
d. Contact CES, phone number -1?Z-7y6" local SWCD office phone number 49!1�.-7-94'3
794.11
and local NRCS office for advice/tech'nical assistance phone number - -572%
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 begrin repai of problem to rrdnirriize off -Site
damue. Ir
a. Contractors Name:_A_[aQ
b. Contractors Addres--
c. Contractors Phonee_9� �0'7._ /4R(
2 December 18, 1996

6: Contact the technical specialls, -,,,-ho cer-clified the lagoon (NRCS, Consulting
Engineer. eEC,') C —
a. Name: OIWP-�S. ra�,J;,t(
b. Phone,
7: Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage. repair the syster. and reassess the waSEC manazemenE plan to
keep problems with rellease of wastes from happening again.

Version —November 26, 2018
kfiwtality -.'�`vJanagement Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primaty versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S. 106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
7 7 Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC 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 NPIDES 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 temporaryXocedures or measures for disposal according to G.S. 106-399.4.
of Farm 4ner'/N 6aager Date
Signature of Technical Specialist Date

Rerator:EARL HONEYCUTT County: SAMPSON Date:
01/11/93
Distance to neares"t 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
0 Head (fi-nishing only) x
135
lbs.
0
0 Sows (farrow to wean) x
433
lbs.
0
5200 Head (w
an to feeder) x
30
lbs.
156000
TOTAL STEADY STATE LIVE WEIGHT
(SSLW)
158000
2. MINIMUM REQUI�ED TREATMENT VOLUME
OF LAGOON
I
Volume =! 156000 lbs. SSLW
X Treatment
Volume CF/lb.
S5LW
Treatment Volume C!'"llb. SSLW=
1.0 CF/lb. SSLW
Volume = 156000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGN VOLUME
Inside top; length 200 feet ; width 175 feet
Top of dike at elevation 55.00 feet
Freeboard 1.3 feet Side slopes 3.0:1(inside)
Total design lagoon liquid level at elevation 53.70 feet
Bottom of lagoon at elevation 43.00 feet
Seasonal high water table elevation 46.00 fee-t
Total design volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDEl SS/END2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 192.2 167.2 10.70
AREA OF TOP
LENGTH X WIDTH
i92 167 32136 (Area of Top)
AREA OF BOTTOM
LENGTH X WIDTH
128 103 13184 (Area of Bottom)
AREA OF MIDSECTION
LENGTH X WIDTH X 4
160 135 86518 (Area of Midsection X 4)
CU. FT. = [Area top+(4XArea Midsection)+Area Bottom3 X Depth/6
32136 86518 13184 2
VOL. OF L�GOON AT TOTAL DESIGN LIQUID LEVEL 235111 CU. FT.

TEMPORARY
STORAGld'REQUIRED
Drainage
Area:
Lagoon (top :of dike)
Length X Width =
200 175 35000 Square Feet
Buildings (Wjoof and lot water)
Length X idth =
0 0 0 Square Feet
TOTAL DA 3555000 Square Feet
Design temp rary storage to be 180 days.
A.
Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 156000 Lbs. SSLW X CF of waste/lb/day X 180
Volume = 38189 Cubic feet
B.
Volume of wash water
This is the amount of fresh water used for washing floors or
volume of fresh water used for a flush system. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0 Gallons/day X 180 days storage/7.48
gallons per CF
Volume = 0 Cubic feet
C.
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by
largest amount.
180 days excess rainfall 7.0 inches
Volume = 7.0 Inches X DA / 12 inches per foot
Volume = 20416.667 Cubic feet
D.
Volume of 25 year — .24 hour storm
Volume = 7.0 inches / 12 inches per foot X DA
Volume = 20417 Cubic feet
TOTAL
REQUIRED TEMPORARY STORAGE
5A.1 38189 Cubic feet
5B.! 0 Cubic feet
5C. 20417 Cubic feet
5D. 20417 Cubic feet
TOTAL 79022 Cubic feet

S. SUMMARY
Total required �qlume 235022 Cubic feet
I !
Total design vol I ume avail.= 235111 Cubic feet
i
Min. reqrd. trt�nt- Vol. plus sludge accum.= 156000 Cu. Ft.
At elev. 511.00 Ft; Vol= 155968 Cubi.c feet Kend pumping)
Total -design volume less 25yr-24hr storm 214694 Cu. Ft.
At elev. 53.00 Ft; Vol= 213140 Cubic feet (start pumping>
Seasonal high water tab)e elevation is 46.00 Feet, which must
be lower than the elevation of top of treatment volume 51.00
DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES:
------------------------------------------------------------------------
--1

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
minimum odor control. The time required for the planned fluid level
to be reached (permanent + temporary storage) may vary due to
flushing operations and the amount of fresh water to be added to the
system.
The designed 6 months temporary storage is an estimat4divolume
based on : 1) waste from animals; 2) excess rainfall if'ter
evaporation; and 3) the largest 24 hour (one day) rainfall that
occurs on the average of once every 25 years. The volume of
waste generated from a given number of animals will b fairly
constant throughout the year and from year to year. his
estimate is based on 7 inches of excess rainfall which is
equal to or exceeds the highest 6 months excess in a year.
The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will
need to be pumped each year. The 25 year rainfall will not be a
factor to consider in an annual pumping cycle, but this storage
volume must always be available. A maximum elevation is
determined in each design to begin pumping and this is usually
-the outlet invert of pipe(s) from building(s). If the outlet
pipe is not installed on the elevation to begin pumping, a
permanent marker must be installed on this elevation to
indicate when pumping should begin. An elevation must be
established to stop pumping to maintain minimum -treatment depth
(6 feet). Pumping can be started or stopped any time between
these two elevations for operating convenience as site
conditions permit (weather, soils, crop, and equipment to apply
waste without runoff or leaching).
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should
be taken when applying waste to prevent runoff from the field
or damage to crops.
The following items are to be carried out:
1. It is strongly recommended tha the treatment lagoon be pre —
charged to 1/2 its capacity to prevent excessive odors during
st-art—up. Pre —charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids
should be covered with effluent at- all times. When pro —
charging is completed, flush buildings with recycled lagoon
liquid. Fresh water should not be used for flushing after
initial filling.
2. The attached waste utilization plan shall be followed.
This plan recommends sampling and testing of waste (see
Attachment B) before land apDlication.

3. Begin pump —out of the lagoon when fluid level reachesieleva—
tion 53.00 as marked by permanent markers. Stop ! Lmp—out
when the fluid level reaches elevation 51-00 or before
fluid depth is less than 6 feet deep (this prevents the 1 4s of
favorable bacteria). The design temporary storage, less 2i,'year
storm is 58605 cubic feet or 438369 ga-flons. AsIstated
before, this volume will vary considerably from year to year.
4. The recommended maximum amount to apply per irri 9 atio is one
(1) inch and the recommended maximum application rate is .4
inches per hour.
5. Keep vegetation on embankment and areas adjacent to the lagoon
mowed annually. Vegetation should be fertilized as needed to
maintain a vigorous stand.
S. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface ru'noff is to be diverted from the lagoon to
stable outlets.
8. Keep a minimum of 100 feet cropland buffer or 25 feet of grass
vegetated buffer around waste utilization fieldsp particularly adjacent
to ponds, lakes, streams, open ditches, etc. Do not pump within
300 feet of a residence or within 100 feet of a well.
S. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ—
mental Management, has the responsibility for enforcing this law.
NOTES:

i �- LAULAJIN lihblUN
pperator: Earl Honeycutt County: Sampson
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
0 head (finishing only)
0 sows (farrow to wean)
2880 head (wean to feeder)
Describeother�
x 1417 lbs.
x 522 lbs.
x 135 lbs.
x 433 lbs.
x 30 lbs.
1 lza(
Date: arf
992.0 feet
0 lbs
0 lbs
0 lbs
0 IbS
86400 lbs
0
Total Average Live Weight 86400 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 86400 lbs. ALW x Treatment Volume(CF)Ilb. ALW
Treatment Volume(CF)/Ib. ALW = I CF/lb. ALW
Volume = 86400 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume 0.0 cubic feet Ayt ce,
4. TOTAL DESIGNED VOLUME
Inside top length (feet) ------ — - — 154.4
Inside top width (feet) ----- ------- -------- 154.4
Top of dike elevation (feet)--- 55.0
Bottom of lagoon elevation (feet) ------------ 43.0
Freeboard (feet) -- — ---- — --- 1.0
Side slopes (inside lagoon) — ------------ — -- 3.0 :1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 148.4 148.4 11.0
AREA OF TOP
LENGTH * WIDTH
148.4 148.4 22023 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH
82.4 82.4 6790 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
115.4 115.4 53269 (AREA OF MIDSECTION 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
22022.6 53268.6 6789.8 1.8
Total Designed Volume Available = 150482 CU. FT.
4

STORAGE REQUIRED
DMNAGE AREA:
Lggwn Oop of dike)
Ler4th * Width
154.4 154.4 23839.4 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTALDA 23839.4 square feet
Design temporary storage period to be 180 days.
VCMrr,a of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 86400 lbs. ALM 35 lbs. ALW * 1.37 gal/day 180 days
Volume = 157824 gals. or 21099.5 cubic feet
Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
W. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 13906.3 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = .7.5 inches / 12 inches per foot * DA
Volume = 14899.6 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 21099 cubic feet
5B. 0 cubic feet
5C. 13906 cubic feet
5D. 14900 cubic feet
TOTAL 49905 cubic feet
6. SUMMARY
Temporary storage period====================>
180 days
Rainfall in excess of evaporation===========>
7.0 inches
25 year - 24 hour rainfall==================>
7.5 inches
Freeboard===================================>
1-.0 feet
Side slopes=================================>
3.0 : 1
Inside top length===========================>
154.4 feet
Inside top width============================>
154.4 feet
Top of dike elevation=======================>
55.0 feet
Bottom of lagoon elevation==================>
43.0 feet
Total required volume=======================>
136305 cu. ft.
Actual design volume========================>
150482 cu. ft.
Seasonal high watertable elevation (SHVM===>
47.1 feet
Stop pumping
51.5 feet
Must be > or = to the SHWT elev.==========>
47.1 feet
Must be > or = to min. req. treatment el.=>
49.0 feet
Required minimum treatment volume===========>
86400 cu. ft.
Volume at stop pumping elevation============>
100803 cu. ft.
Start pumping
53.3 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
135582 cu. ft.
Volume at start pumping elevation===========>
135498 cu. ft.
Required volume to be pumped================>
35006 cu. ft.
Actual volume planned to be pumped==========>
34695 cu. ft.
Min. thickness of soil liner when required==>
1.8 feet
7. DESIGNED BY: APPROVED BY:
DATE: DATE:
atv G.4
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
lq% ,

SHEET I OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level reaches the
elevation 53.3 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 51.5 . This temporary
storage, less 25 yr- 24 hr storm, contains 34695 cubic feet or
259521 gallons.
14