780101_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division.of Wato Resourres
Animal Wasi� Mapagement Systims
Reque�t for Ceilification of Cov6rage.
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 System 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 fbr renewal at least 180 days prior to their expiration date. Therefore, atl applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave tiny question unanswered Please verif
y all information and make arty necessary correcdons below.
Application must be signed and dated by the Permiftee.
1.
Farm Number: 78-0101
Certificate Of Coverage Number,
AWS780101
2.
Facility Name: Stuart Mill Road Farms,LLC
3.
Landownees Name (same as on the Waste Management Plan):
Stuart Mill Roa
_d Farmg LLC,
4.
Landownces hfai.ling Ad&ess: PO Box 3477
City: Lumberton State:
NC
Zip: 28359
Telephone Number. 910-734-7067 Ext. E-mail:
5.
Facility's Physical Address: 735 Stuarts Mill Rd
City; FairmQn State:
NC
Zip: 28340
6.
County where Facility is located: Robeson
7.
Farm Manajer's Name (if different from Landowner):
William E Dayis -
8'
Farm Managees tilephone (include area code):
'252-569-9711 Ext
9.
Integfk10 Name (if there is not ap j4te r, ti
es grato w teNone"):
_M_W_hy_-B_rown LLC
10.
Operator Name (OIC): Richard R. Brin
Phone No*.: 910-629-QQ62
OIC #: .19213
11.
Lessee's Name (if there is not a Lessee, write "None"�
12.
Indicate animal operation type and number:
Current Perm it: Operations Type
Allowable Count
Swine - Farrow to Wean
2,308
Operation Types:
Swine
Dry Poultry
Other.Tyms
Wean to Finish DaiT� Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder Dairy Helfer
Laying Chickens
Horses - Other
Farrow to Finish Milk Cow
Pullets
Sheep - Sheep
Feeder to Finish Dry Cow
Turkeys
Sheep - Other
Farrow to Wean Beef Stocker Calf
Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow
Wei Poultry
Gilts Other
Non Laying Pullet
Other
Layers

G'TVI=� R r Iq I L L
13. Waste Treatinent and Storage Lagoons (Verify the following intbrmation is accurate and complete, Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Linor Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Frccboard
"Redline"
(inches)
2/811997
Full, Cloy
1,519,960.00
176,696.00
19.00
AEl
49.90
I —A
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC'General Statutes 143-21S.10C(d) to the address below.
The CAWMP must include the following components:
I . The most recent Waste Utilization Plan (WUP):,416ned by the owner and a certified technical sixcialis 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. 'llie crops grown on every land apptication field
c. '11w 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 fbr every crop utilived in the WUP
h. The required NRCS Standard specifications
2. A site map/schomatic
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. Modality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoom/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 wan and email one signed copy of the
application and aH the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of nAy knowledge. I understand that,
if all required parts of this application are not completed -and. that if all required, supjib�rting. ipformation and attachments are not
included, this application package will be returned to me as incomplete,
Ad
Note: In -accordance with N& Oen�hl '§ia 460i3-i'S.6 "A `R34175.6B,-,46�. h any false statement,
.461114
representation, or &ftificaiion in any applic9h ' on inay V subre&'Vo cKif `p'6" IZ5;600 "'get violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or -both for
a similar offense.) li- V_ .. . _-! -- �J%- !. *.
Printed * -Name -.*Of dfUial' '(Liifd6wncr, 'br; -if :rnulfi I dowhi all. 'Ja6dbwtixtr9.--in.h6bjd ..sign. If Landowner is a
e Lan is
a noiliallexecutivio cer6f to#
corporbfion,signatdbM labiby M_ Ifi 'c'or-p6ral".
M;. br,
144J &&I AFS Tide:
Name:
Date:
Signature
Naine:
*,V V.,­.
Signature: Date"
Name: Title:
Signatur.w. h6te:
TQ.Tj1 IV
,XPLETED..APP,VkQjATIQNU, .A FOJLQW ADDRESS,
H.
f
Animal Feeding Operation$ Program
1636:Mail.Sw
t , �g
le h
y
Ig
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 0212019

LL Verslon —November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting muffiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
E] 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 theseasonal
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.
0 Rendering at a rendering plant licensed under G.S, 106-168.7.
F] Complete Incineration according to 02 NCAC 52C.0102.
A composting system approved and permitted 6i - the NC Department of Agriculture & Con -
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
E] 1:1 NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinionipf the State Veterinarian, would make possible
11 E] 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
wh I en 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 Technical Specialist
3 - ;�'7 - J �
Date
3
Date

Nutrient Management Plan For Animal Waste Utilization
02-01-2019
This plan has been prepared for:
Stuart Mill Road Farms, LLC (78-101)
Stuart Mill Road Farms, LLC
P.O. Box 3477
Lumbertson, NC 28359
[phone]
This plan has been developed by:
Ronnie G. Kennedy Jr.
Agriment Services, Inc.
PO Box 1096
Beulaville, NC 28518
2524ZT-2-6-79---,�
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
a2 — /
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Consjxdtio-� Commission.
Plan Approved BY:
ical Specialist Signature
.2-1 —dz)/,7
Date
651826 Database Version 4.1 Date Printed: 02-01-2019 Cover Page I

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S9
Swine Farrowing -Wean ling Lagoon Liquid waste generated 7,392,524 gals/year by a
2,308 animal Swine Farrowing-Weanling Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
8883
Incorporated
10660
Injected
10660
Irrigated
8883
Max.Avail.
PAN (I bs)
ActualPAN
Appl ied 0 bs)
PANSurplus/
Deficit (lbs)
ActualVolume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
8,883
10138
-15255
8,436,796
-1,044,272
Note: In source ID, S means standard source, U means user defined source.
Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
651826 Database Version 4.1 Date Printed: 02-01-2019 Source Page I of I

W
W
The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
TrLact
Field
Total
Acres
Useable
Acres
Leaching
lndex(LI)
Soil Series
Crop Sequence
RYE
1900
10A
1.78,
1.78
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
1900
1013
3.18
3.18
N/A
Wagram
Small Grain Overseed
1.0 Tonsl
Hybrid Bermudagrass Pasture
5.5 Tons
1900
11A
1.94
1.94
N/A
Wagrarn
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
1900
1113
3.26
3.26
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
1900
IA
2.42
2.42
N/A
Wagrarn
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
1900
1 B
2.21
2.21
N/A
Lakeland
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
4.0 Tons
1900
2
1.82
1.82
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Ben-nudagrass Pasture
5.5 Tons
1900
3A
3.31
3.31
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
1900
3B
2.23
2.23
N/A
Johns
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.0 Tons
1900
4
4.36
4.36
N/A
Wagrarn
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
1900
5
3.97
3.97
N/A
Wagram
Small Grain Overseed
1 .0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
1900
6
2.09
2.09
N/A
Lakeland
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
4.0 Tons
1900
7
3.04
3.04
N/A
Lakeland
Small Grain Overseed
1.0 Tonsi
Hybrid Bermudagrass Pasture
4.0 Tons
1900
8
2.81
2.81
N/A
Wagrarn
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
Tons
1900
9
1.32
1.32
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
dTons
1900
Soild S2
1.18,
1.18,
N/A
Wagram
Small Grain Overseed
1.0 s
651826 Database Version 4.1 Date Printed 2/1/2019
NOTE: Symbol * means user entered data.
PCs Page I of 2

Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index(LI)
Soil Series
Crop Sequence
RYE
N-
I
Hybrid Bermudagrass Pasture
5.5 Tons
1900
Solid S 1
1.18
1.18
N/A
Wagrarn
Small Grain Overseed
1.0 Tons
I
I
I
I
Hybrid Bermudagrass Pasture
5.5 Tons
PLAN TOTALS: 42.10 42.10
LI
Potential Leaching
Technical Guidance
Low potential to contribute tc) soluble
None
< 2
nutrient leaching below the root zone.
>= 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
10
soluble nutrient leaching below the root
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone.
the soils available water holding capacity and improve nutrient use efficiency should be
> 10
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Tenn No-T'ill (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
651826 Database Version 4.1 Date Printed 2/1/2019
PCs Page 2 of 2
NOTE: Symbol * means user entered data.
19

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number'oi a'cres*of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table
Year I
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(I bs/A)
Comm.
Fe rt.
Nutrient
Applied
(I bs/A)
Res.
(I bs/A)
Applic.
Meftd
Manure
PA
NutrientA
pphed
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid Man til
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
1900
IOA
S9
Wagram
1.78
1.78
Small Grain Overseed
LOTons
10/1-3/31
50
0
0
Irrig.
50
41.61
0.00
74.061
0.00
1900
IOA
S9
Wagram
1.78
1.78
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Irrig.
202
168.10
0.00
299.22
0.00
1900
1013
S9
Wagram
W
3.181
3.18
Small Grain Overseed
1 .0 Tons
10/1-3/31
50
0
0
Irrig.
50
41.61
0.001
132.32
0.00
1900
IOB
S9
Wagram
3.18
3.18
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Irrig.
202
168.10
0.00
534.55
0.00
1900
IIA
S9
Wagram
1.94
1.941Small
Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
41.611
0.00
80.72
0.00
1900
IIA
S9
Pagram
1.94
1.94
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Irrig.
202
168.10
0.00
326.11
0.00,
1900
1113
S9
Wagram
3.261
3.26
Small Grain Overseed
1.0 Tons,
10/1-3/31
50
0
0
Irfig.
501
41.61
0.00
135.64
0.00
1900
1113
S9
Wagram
3.26
3.26
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Irrig.
202
168.10
0.00
548.001
0.00
1900
IA
S9
Wagrarn
2.42
2.42
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
41.61
0.00
100.69
0.00
1900
IA
S9
Wagram
2.42
2.42
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Irrig.
202
168.10
0.00
406.80
0.00
1900
IB
S9
Lakeland
2.21
2.21
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
41.61
0.00
91.96
0.00
1900
IB
S9
Lakeland
2.21
2.21
Hybrid Bermudagrass Pasture
4.0 Tons
3/1-9/30
150
0
0
Iffig.
150
124.83
0.001
275.86
0.00
1900
2
S9
Wagram
1.82
1.82
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
41.61
0.00
75.73
0.00
1900
2
S9
Vagram
1.821
1.82
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Iffig.
202
168.10
0.00
305.94
0.00
1900
3A
S9
I
Wagram
3.31
3.31
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Iffig.
1 50
41.61
0.00
137.72
0.00
1900
3A
S9
Wagrarn
3.31
3.3 1
Hybrid l3cmudagrass; Pasture
5.5 Tons
1 3/1-9/30
202
0
1 0
Irfig.
2021
168.10
0.00
556.41
0
1 0.01
651826 Database Version 4.1 Date Printed: 2/1/2019 WUT Page I of 3

,--% -I
Waste Utik Man Table Aear 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Apphc.
Period
Nitrogen
PA
Nutrient
Reqd
(lbs/A)
Comm
Fc rt.
Nutrient
Apphed
(lbs/A)
Res.
(I bs/A)
Applic.
MethDd
Manure
PA
NutrientA
pplied
(I bs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid Man
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
1900
3B
S9
Johns
2.23
2.23
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
41.61
0.00
92.79
0.00
1900
3B
S9
Johns
2.23
2.23
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
162
0
0
Iffig.
162
134.81
0.00
300.63
0.00
1900
4
S9
Wagram
4.361
4.36
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
41.61
0.00
181.41
0.00
1900
4
S9
Wagram
4.36
4.36
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Irrig.
202
168.10
0.001
732.91
0.00
1900
5
S9
Wagram
3.97
3.97
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
501
41.61
0.00
165.19
0.00
1900
5
S9
Vagram
3.971
3.97
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Iffig.
202
168.10
0.00
667.35
0.00
1900
6
S9
Lakeland
2.09
2.09
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Iffig.
50
41.61
0.001
86.96
0.00
1900
6
S9
Lakeland
2.09
2.09
Hybrid Bermudagrass Pasture
4.0 Tons
3/1-9/30
150
0
0
Irrig.
1501
124.83
0.00
260.89
0.00
1900
7
S9
Lakeland
3.041
3.04
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
41.61
0.00
126.49
0.00
1900
7
S9
Lakeland
IWagram
3.04
3.04
Hybrid Bermudagrass Pasture
4.0 Tons
3/1-9/30
150
0
0
Irrig.
150
124.83
0.001
379.47
0.00
1900
8
S9
2.81
2.8 1
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
501
41.61
0.00
116.92
0.00
1900
8
S9
Vagram
2.81
2.81
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Iffig.
202
168.10
0.00
472.36
0.00
1900
9
S9
Wagram
1.32
1.32
Small Grain Ovcrseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
41.61
0.001
54.92
0.00
1900
9
S9
Wagram
1.32
1.32
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
1 Iff ig.
2021
168.10
0.001
221.89
0.00
1900
Soild S2
S9
Wagram
1.18
1. 18
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Iff ig.
50
41.61
0.00
49.10
0.00
1900
Soild S2
S9
Wagram
1.18
1. 18
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Irrig.
202
168.10
0.00
198.36
0.00
1900
Solid S I
S9
Wagram
1.18
1. 18
Small Grain Overseed
1.0 Tons,
10/1-3/31
50
0
0
Iffig.
50
41.61,
0.00
49.10
0.00
1900
Solid S I
S9 lWagram
1.18
1. 181
Hybrid Bermudagrass Pasture
5.5 Tons 1
3/1-9/30 1
202
1 0
0
Iff ig.
202
168.101
0.00
198.36
0.00 1
651826 Database Version 4.1 Date Printed: 2/1/2019 WUT Page 2 of 3

waste um pon i
abie 9year
1 -7
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Reqd
(lbs/A)
Cornm
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
MethDd
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid Man
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
Total Applied, 1000 gallons
8,436-80
Total Produced, 1000 gallons
7,392-52
Balance, 1000 gallons
-1,044.27
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
651826 Database Version 4.1 Date Printed: 2/1/2019 WUT Page 3 of 3

W
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
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
1900
10A
Wagrarn
0.60
1.0
1900
10B
Wagrarn
0.60
1.0
1900
11A
Wagrarn
0.60
1.0
1900
11B
Wagrarn
0.60
1.0
1900
IA
Wagrarn
0.60
1.0
1900
IB
Lakeland
0.75
1.0
1900
2
Wagrarn
0.60
1.0
1900
3A
Wagram
0.60
1.0
1900
3B
Johns
0.50
1.0
1900
4
Wagrarn
0.60
1.0
1900
5
Wagram,
0.60
1.0
1900
6
Lakeland
0.75
1.0
1900
7
Lakeland
0.75
1.0
1900
8
Wagram.
0.60
1.0
1900
9
Wagrarn
0.60
1.0
1900
Soild S2
Pagrarn
0.60
1.0
1900
Solid S I IW--a-grarn
0.60
1.0
651826 Database Version 4.1 Date Printed 2/1/2019 IAF Page I of I
NOTE: Symbol * means user entered data.

M
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
C Crop
rop
[Com
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
, 10 Years Accumulation
Minimum Acres
, 15 Years Accumulation
Swine Farrowing-Weanling Lagoon Sludge - Standard
. 120 bu
ISO
14.69
61.28
122.56
183.84
day 6 ton R.Y.E.
300
29.38
30.64
61.28
91.92
Soybean 40 bu
160.
15.67.
57.451
114.90.
172.35
651826 Database Version 4.1 Date Printed: 02-01-2019 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 wi th the structure's temporary storage capacity.
Available Waste Storage Canacitv
Source Name
Swine Farrowing-Weanling Lagoon Liquid
Design Storage Capacity (Days)
Start Date
19/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
80
2
69
3
88
4
5
126
6
162
7
164
8
180
9
180
10
11
153
12
131
* Available Storage Capacity is calculated as of the end of each month.
651826 Database Version 4.1 Date Printed: 02-01-2019 Capacity Page I of I

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly 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
pe r year. Waste may b e app lied to la nd erodin g at more than 5 tons pe r
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).
651826 Database Version 4.1 Date Printed: 2/1/2019 Specification Page 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
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
651826 Database Version 4.1 Date Printed: 2/1/2019 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
651826 Database Version 4.1 Date Printed: 2/1/2019 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-d eter 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.
651826 Database Version 4.1 Date Printed: 2/1/2019 Specification Page 4

Crop Notes
The following crop note applies to field(s): 3B
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1- 1 1/2 bushels/acre. Plant all these small grains at 1- 1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): I OA, I OB, I IA, I I B, I A, 2, 3A, 4, 5, 8, 9, Soild S2, Solid S I
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
651826 Database Version 4.1 Date Printed: 02-01-2019 Crop Note Page I of 3

The following crop note applies to field(s): 1B, 6, 7
Small Grain: Coastal Plain, Mineral Soil, highly leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus recommended by a soil test report can also be applied at this
time. The recommended rate of potash should be split with 1/2 applied at planting and the other 1/2
applied when the N is topdressed in the Spring. The remaining N should be applied during the months of
February -March. The total N needed is dependent on the soil type. Apply sulfur at the rate of 5 lbs/acre at
planting and another 20 lbs/acre with the topdress N. Plant samples can be analyzed during the growing
season to monitor the nutrient status of the oats, barley and rye. Timely management of diseases, insects
and weeds are essential for profitable oat, barley and rye production.
The following crop note applies to field(s): 3B
Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 3 1. Cover sprigs I" to 3
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced I' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
651826 Database Version 4.1 Date Printed: 02-01-2019 Crop Note Page 2 of 3

The following crop note applies to field(s): I OA, I OB, I I A, I I B, I A, 2, 3A, 4, 5, 8, 9, Soild S2, Solid S I
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 3 1. Cover sprigs I" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced I' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac, N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 113, 6, 7
Bermudagrass: CP, Mineral Soil, Well Drained to Excessively Drained
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 3 1. Cover sprigs I" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced I' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Sulfur will be needed on
deep sands with high leaching. Apply 60 to 100 lb/ac N in the establishment year in split applications in
April and July. For established stands apply 180 to 240 lb/ac N annually in split applications, usually in
April and following the first and second hay cuts. For better soils the N rate can be increased to 300
lb/ac. Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and
Utilization of Pastures and Forages in North Carolina for more information or consult your regional
agronomist or extension agent for assistance.
651826 Database Version 4.1 Date Printed: 02-01-2019 Crop Note Page 3 of 3

Pop 4,- - L-- - - 8� ��
Date: 31 -Dec-97 I
TABLE 3 - Solid Set Irrigation Gun Settings
I
IULC21 L-11- VVI-L%%O
See attached map provided by the Field Office for field location(s). Acres
(2) Show separate entries for each pipeline and/or Wth hydrants in each field.

ML
Date: 31-Dec-97
TABLE 2 - Traveling Irrigation Gun Settings
Make, Model and Type of Equipment. Hobbs 1030 Reel wl Nelson 15OR Gun; John Deere 4045D; Berkeley B3JQBM Pump
Zones (2)
'within
Fields (1)
Travel
Speed
(ft / min)
Application
Rate
(in / hr)
TRAVEL LANE
Wetted
Diameter
(feet)
Flow
Rate
(gpm)
EQUIPMENT
SETTINGS
Wetted
Acres
Comments
Nozzle
Diameter
(inches)
Operating
Pressure
A Gun (psi)
Operating
Pressure
@ Reel (psi)
Arc
Pattern (3)
Effective
Width (ft)
Effective
Length (ft)
Hours per
Pull
1 A
2.62
0.33
180
585
3.7
260
110
0.86
60
77
270
2.42
Cannot Spray Path as Wetted
1 B
2.62
0.33
180
535
3.4
260
110
0.86
60
77
270
2.21
Cannot Spray Path as Wetted
2
2.62
0.33
180
440
2.8
260
110
0.86
60
77
270
1.82
Cannot S ray Path as Wetted.
Use Half &cle at End of Pull
3A
2.62
0.33
180
800
5.1
260
110
0.86
60
77
270
3.31
3B
2.62
0.33
180
540
3.4
260
110
0.86
60
77
270
2.23
4
2.62
0.33
180
1055
6.7
260
110
0.86
60
77
270
4.36
5
2.62
0.33
180
960
6.1
260
110
0.86
60
77
270
3.97
6
2.62
0.33
180
505
3.2
260
110
0.86
60
77
270
2.09
7
2.62
0.33
180
735
4.7
260
110
0.86
60
77
270
3.04
Cannot Spray Path as Wetted
8
2.62
0.33
180
680
4.3
260
110
0.86
60
77
270
2.81
9
2.62
0.33
180
320
2.0
260
110
0.86
60
77
270
1.32
1 OA
2.62
0.33
180
430
2.7
260
110
0.86
60
77
270 1.78
1013
2.62
0.33
160
865
5.5
260
110
0.86
60
77
270 3.18
11A
2.62
0.33
180
470
3.0
260
110
0.86
60
77
270
1.94
11B
2.62
0.33
180
790
6.0
260
110
0.86
60
77
270
1 3.26
(1) See attached map provided by the Field Office for field location(s). 39.74 = Total Eff. Wetted
(2) Show separate entries for each hydrant location in ea'ch field. Each entry is a separate zone. Acres
(3) Use the following abbrevlations for various arc patterns: F (full, circle), TO (three quarters), TT (two thirds), H (half circle), T (one third), Q (one quarter).
May also use degree of arc in degrees.

12/08/2009 12:05 9104232212 GALLBERRY CON
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AND UnM VWAL FrMNW WtHO PRORE RESTRAM4G.
4 MAWLWE WS SHALL OU C PVC PR 14Q MR 2M AND SHALL 9E SVRlrrD TO
MV8 AT LEAST 3 FM OF COVEEL
3) TM MM W BOO PMARM MSW ON TH6 ASM MAP PROMED BY THE
OwNa Mw WITH buASURMMMM -rAIMN 1p -nm FIELD. rr iS CVR"CT TO
IM OM OF MY X�(OWL=ft AND BELMP.
4; WMW MWMIZ4ES ARC IN TM WAY AM, THE OWM MAU CONTACT
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6" PVC MAIN LM
DITC11
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PAGE 05
IRRIGAT
COTTON'V
SCA
hL

12/08/2009 12:05 9104232212
DESIGN -
..LEY FARM
;=9 no? .
PAGE 04
c
ot I's .v
X Z
To .273 1
Prepared by:
Certiried by- M. FLDQYYAd Ao ms. P.E.
Date: Dece _ _g
Ts�er 312 1997
V UNE
sp

IL
IRRIL-i
ION SYSTEM DESIGN PARAMETERS
Land owner/Operator Name:
Rav Britt - cotton Valley Farm
P.O. Box 187
Address:
Fairmont, NC
28340
910-628-9277
Telephone:
-
TABLE I
- Field Specifications (1)
Approximate
Maximum
Usable Size
Field
of Field (3)
Slope
(%)
Crop(s)
Number (2)
(Acres) Soil Type
s
Bermudagras! ,
Small Grain
11.0
0-6
0-6
Bermud
all Grain
10.7 WaB
Jo
Flat
Bermudagral 5s
Small Grain
4.0
VWV=R
Bermudagras s.
Small Grain
2
8.3
Wats
Bermudagnpac
-,mall Grain
8.0
Date: 31 -Dec-97
County: Robeson
Maximum
Maximum
Application
Application
per Irrigation
Rate (4)
Cycle (4)
(in / hr)
iO.6
(inches)
I
0.75
1.0
0.6
1.0. —
0.45
1.0 —
10.6
1.0
1.0
(i) Table to be completed in its entirety by Field office personnel and forwarded to the irrigation system designer.
(2) See attached map provided by the Field office for field location(s). oil and crop used.
(3) Total field acreage minus required buffer areas. cation must not exceed the agronomic rates for the s
(4) Refer to N.C. Irrigation Guide. Field office Technical Guide. Section I & G. Annual 81301
Real Yeild
(Tons)
Comments

Date: 31 -Dec-97
TABLE 4 - Irrigation System Specifications
Traveling.
Irrigation Gun
Flow Rate of Sprinkler (9pm)
84
Max. 0 ?-Y—M-P-. (P--§4-- ---- - —
Desi n Precipitation Rate (in/hr) _-0.33 - 0.33
10
a
w
x
D s
ke r 985
Hn o ss er. LL eu n g t h Lft)
T T Mechanical
e of Speed COMIDenstion
Purn lectric) En4flLe_
Purn T 9
PUMD Power (hp)
TABLE 5 - Thrust Block Specifications (1)
Designer mav provide thrust block details on se
THRUST BLOCK
AREA (sq. ft.)
LOCATION
1
911 line
F[
n e
3" line
411 ...
line 6" line
90 De,
0.65
i1i
1.39
1.
2.30 4.92
1.60 3.48
E
Dead End
10.86
0.46
0.46
0.98
0.98
]E?l
1. 0 3.48
-
T T ee —
0.
0.75
.20 2.67
200
45 Degree Bend
1.81
2.90 6.40
Ground Enb
(1) See USDA-NRCS Field office Technical Guide,
Section IV,
Practice Code
430-DD.
33% more than
that Ground Entry blocking
be approximately 25% to
(2) it is recommended
that required for 90 degree elbows.
I

31 -Dec-97
IRRIGATION COMPUTATIONS FOR:
Ra Brift Cofton Valley Farm
PRE-C-PIT ATION RATE:
PR = Precipitation Rate
Q = Flow Rate (gpm) 110
d = Diameter of Spray (ft 260
r = Radius 130
FORKULA; 2
PR = 96.3 x Q / (3.1416 x 0.9 x r x 360 u
XAMPU 2
PR = 96.3 x 110 /(3.1416 x (0.9 x 130 x 360 / u
PR = 0.25 x 360 / u
PR
jnJ-1jr, Arc (u)--
0.33 270
TRAVEL SPEEDS:
Design Depth 0.50 inch
S = Traveler Speed
Q = Flow Rate (gpm)
d = Application Depth (in
w = Lane Spacing (ft.)
1.605 Constant
FORMULA:
S = 1.605 x Q d x w
S = 1.605 x 110 / ( 0.5
S = 1.96 x 360 / u
Swed -Anr.-W�
2.62 270
110
0.5
180
x 360 1 u
180 x 360 u

I
TOTAL DYNAMIC HEAD
IL (CALCULATIONS)
Main
Fl = Friction Loss
Q = Gallons per Minute 110
D = Pipe Size 6.00
L = Length of Line 2200
jc = Pipe Coefficient 150
FORMULA:
Trave�ler
110
3.00
965
150
I M 1.852 4.8&%
Fl [0.2083 x (100 / c ) - x (Q / D ) x (L/1 00)] x 0.433
Bill
EXAMPLES for Friction 1,-oss; 1,852 1-M2
Fl = [0.2083 x (100/ 150 ) x ( 110
Fl = 0.92 * Main Line
31 -Dec-97
4.WW
6 ) x ( 2200 / 100)] x 0.433
Fl = [0.2083 x (100/ 150 ) 1.8u x ( 110 1852 3 4.8&% x 965 / 100)] x 0.433
Fl = 11.82 Traveler Hose
17 Incl 5 psi other losses
Tqta
LWnami��d �forjh-e Compteje _Sptm:
Traveler Oper. Press
60
psi (from Chart)
Traveler Hose Loss =
17
psi
Main Line Loss =
1
psi
Elevation w/in Field =
10
ft.
Suction Lift=
8
ft.
Fitting Loss=
3
ft.
Total Dynamic Head 87.016 psi
Head at Pump 83.552 psi
2.31 Ft. of water per
Lb. of Press.

31 -Dec-97
FORMULA:
EXAMPLE
BRAKE HORSEPOWER
(CALCULATIONS)
BHP = Brake Horse Power (hp)
Q = Flow (gpm) 110
TDH = Total Dynamic Head (ft) 201
EFF = Efficiency of Pump 60%
BHP = Q x TDH 3960 x EFF)
BHP = 110 x 201 3960 x
BHP = 9.3 H P
60% )

For a
VELOCITY:
(CALCULATIONS)
V = Velocity (ft/sec)
Q = Flow Rate (gpm)
D = Diam. of Pipe (in)
2
V Q x 0.408 / D
Main
110
6.00
V = 110 x 0.408
V = 1.25 ft / sec
6 " Line, V = 1.25 ft I sec
2
6
Twel-e-r.
110
3.00
31 -Dec-97

M LJ
31 -Dec-97
Narrative of Irrigation System Operation
According to the data furnished
by the Owner(s)
and the affiliated companies the following is an overall description of
the system to
include procedures of operation
such as start-up,
shut -down, winterization, and regular maintenance of the equipment,
This operation contains 4 buildings with a capacity of 2308 animals.
The annual plant available nitrogen (PAN) produced by this operation will be 12463 pounds.
This system is designed to effectively wet 39.7 acres of land. As usual, more land will be receiving water but is not counted as -
total "wetted acres". This design includes an optional Solid Set which is not needed to meet the requirements of the Waste Plan.
The Traveling Gun system contains 3880 LF of 6 inch PVC (SDR21) with 11 hydrants.
There are 15 separate zones from these hydrants. Be aware of notes on Table 2 concerning zones 1A, 1B, 2, and 7.
The Solid Set system contains 1420 LF of 4 inch PVC (SDR 26) with 16 hydrants.
Care should be taken when starting the pump unit to allow all lines to fill slowly so asto allow the air to escape from the lines.
After this process, the motor rpm's should be slowly increased to obtain the desired system pressure. Failure to allow the entrapped
air to escape before increasing the motor speed may cause damage to the system.
Shut down procedures should be the reverse oUstart-up. The operator should slowly decrease the motor speed to idle and then
shut it off.
All regular and seasonal maintenance should be performed according to manufacturer's recommendations,
Pumps and travelers should be drained prior to freezing temperatures.

orw RIM P� F� P P t r
bib b- 6- b- b-
--rDec-97
IRRIGATION SYSTEM DESIGNER
Name: M. Floyd Adams
Company: M. Floyd Adams, P.E.
Address: P.O. Box 1098, Kenansville, NC 28349
Phone: 910 - 296 - 1170
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigaition system which includes hydrant locations, travel lanes, pipeline routes, thrust block locations and buffer areas
where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for *determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system.
6. Manufacturer's specifications for the irrigation pump, traveler and spdnkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA - NRCS standard for Irrigation Water Conveyance. N.C. Field Office Technical Guide,
Section IV, Practice Code 430 - DD.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to 'consider all relevant factors
at a particular site and address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 75 feet wide or wider must be maintained between the limits of the irrigation system and all perennial streams and surface
waters per DEHNR-DEM Code section 15A NCAC 213.0200 - Waste Not Discharged to Surface Waters.

ILI
A
N
CONCRETE THRUST BLOCKS:
(calculations)
Assumptions: 1) Thrust blocking design pressure is assumed to be 150 psi.
2) Soil bearing capacity is assumed to be 1500 pounds per square foot.
3) Refer to the attached Thrust Blocking sheet for multiplier.
For 6" PVC Pipe
90 deg elbow 49.2 x 150 7380/1500 4.92 sq ft
45 deg elbow 26.7 x 150 4005/1500 2.67 sq ft
Tee/Dead end 34.8 x 150 5220/1500 3.48 sq ft
Ground Entry 63.98x 150 9594/1500 6.40 sq ft
For 4" PVC Pipe
90 deg elbow
45 deg elbow
Tee/Dead end
Ground Entry
For 3" PVC Pipe
90 deg elbow
45 deg elbow
Tee/Dead end
Ground Entry
For 2" PVC Pipe
90 deg elbow
45 deg elbow
Tee/Dead end
Ground Entry
a
23 x
150
3450/1500
2.3 sq'ft
12.4 x
150
1860/1500
1.2 sq ft
16.2 x
150
2430/1500
1.6 sq ft
28.8 x
150
4320/1500
2.9 sq ft
13.9 x
150
2085/1500
1.39 sq ft
7.51 x
150
1126.50/1500
.75 sq ft
9.80 x
150
1470/1500
.98 sq ft
18.07x
150
2710.50/1500
1.81 sq ft
6.45 x
150
968/1500
.65 sq ft
3.50 x
150
525/1500
.35 sq ft
4.56 x
150
684/1500
.46 sq ft
8.58 x
150
1287/1500
.86 sq ft

12-91
THRUSTBLOCKS3
Thrust blocking prevents main line from moving when the pressure load is applied. in ef-
fect, the thrust block transfers the load from the pipe to a wider load bearing surface. Thrust
hlocks are required where fittings are used to change the direction (i.e., at all ties, elbows, wyes,
,;aps, valves, hydrants and reducers) of the pipeline. The thrust backing must be formed against
a solid trench wall and these fitting areas must be excavated by hand because mechanical
L I equipment will damage the bearing surface of the trench wall.
The size and type of thrust block depends on pipe size, Ilne pressure, type of fitting, degree
of bend and type of soil. In most cases, the size and type of thrust block will be determined by
the engineer. Thrust block size may be calculated by the procedures shown:
STEP 1. Multiply the pipe pressure by the appropriate value shown in the following table to get pounds
thrust per psi working pressure.
Pipe Line
e L' ne
Dead End
or Tee
900
Elbow
5*
45*
Elbow
bow
221/20
Elbow
11 2
1112
2.94
4.16
2.25
225
':7
2
4.56
6.45
3.50
0
t5.10
1 8
L 21/2
6.65
9.40
3
.9.80
13.9
7.51
32-60
.82
31/2
12.8
18.1
9.81
4 .99
4
16.2
23.0
12.4
6.31
5
24.7
35.0
18.9
9.63
6
34.8
49.2
26,7
13.6
8
59.0
83.5
45.2
23.0
10
91.5
130.0
70.0
35.8
12
129.0
182.0
98.5
50.3
LITEP 2. Determine the bearing strength of the soil from the table below:
I , Soils and Safe Bearing Loads I Lbs. So. Fd
S nd S �jae
ou'
Cemente Gravel and Sand
difficult to pick
Coarse and fine compact Sand
Medium Clay - Can be spaded
Soft Clay
Muck
I
4,000
3,000
2,01JO
1,000
0
�ST
EP 3. Divide the total thrust obtained in Step 1 by the bearing strength of the soil; this gi. ves
the square feet of area needed.,
iI'lertain Teed and Installation
Code 40-22-16H
l,'U75 2-15

4AN "Ok
IP
i qj -e i .
Op<
wait "M
VOL
Ib
44
(ample of di f ferent arrat ge-iients for thr 'st blocks.
L/ bag&
I— i
Im. WW
r� -

I
10
System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction
of pull. Set out collection containers 25 feet apart along the transect on both
sides of the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your Irrigation
dealer or tbchnical specialist for assistance.
Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual

CARROLL'S FOOS, INC.
P. 0. Drawer 856
WARSAW, NORT14 CAROLINA 28398
FACILITY DESIGN AND
WASTE MANAGEMENT PLAN
Farm
Name or Number
Farm Description
Location
Company Farm
Contract Grower
Plans-l-IRM
2400 FARROW -WEAN
ROBESON COUNTY
_X_

SWINE FARM
DESIGN, CONSTRUCTION, OPERATION,
AND MANAGEMENT PLAN
RAY BRITT
TABLE OF CONTENTS
Lagoon Design Check List
Emergency Action Plan
Construction Information
Memorandum - Legal Requirements
Owner Contractor Information
Waste Management Facility Site Evaluation
Soil Investigation
Lagoon Design
Hazard Classification Data Sheet for Dams
Operation and Maintenance Plan
Construction Specifications for Lagoons
Seeding Specifications
Plan for Lagoon
Typical Cross -Section of Lagoon
Volume Calculations
Waste Utilization Plan with Attaclunent B
Maps
A. Vicinity Map
B. Topo Map
C. Soils Map
D. Flood Plain Map
E. ASCS Map
F. Wetlands Delineation Map

CHECKED BY: M. Oa %440t V111t f. a.
DATE: cg jin 9r,
LAGOON DESIGN CHECK LIST
v/ 1. Copy of 026 and maps if clearing involved. (Sx�V ?IQ%4 Vnqpf �Oy 0WQjn4t- Gro" 14)
.2. Dam safety -
a. Dike over 15 feet to down stream slope and over 10 acre feet storage to top of
dike.
3. Adequacy of storage- volumes -
a. designed volume exceeds needs
b. all temporary storage stored above seasonal high watertable
C. include statement from landowner when he requests no sludge storage
d. minimum 6 feet*treatment volume depth
4. Operation & Maintenance Plan (sheet) -
a. begin and end pump -out elevations
Ma
P`J 5. Location sketch -
a. distances to nearest residence
A b. road numbers
r Woe C. north arrow
6. Hazard Classification Sheet (NC-ENG-34) -
a. distance to nearest stream in event of dike failure
b. Oistance to nearest public road in event of failure
C. topo map showing lagoon location and information to support aft
7. Waste Utilization Plan
a. show all tracts & field numbers, field acreage, crops
b. signatums of producer & person preparing plan
C. agreement sheet signed by adjomiing landowner if needed showing tract
numbers, field numbers, acres, etc.
d. ASCS maps of fields to be used for effluent disposal
e. soil survey sheets showing all fields
f. check suitability of soils for crops planned
9. include attachment W on sampling procedure
8. Soil Investigation Sheet (SCS-PNG-538)
11101 a. minimum of three borings on Class IV & V lagoons
-.:LL-§8V#j grjA b. borings 2.0' below designed bottom of lagoon
P. C. location & elevation of borings in relation to grid survey
V, d. seasonal high watertable
U-001 9., Seeding specifications included (lagoon dike and other exposed area around buildings)

10.
I RA
.0011"
12.
13.
W.-I
we
__Sz
Construction Specifications (sheet included)
a. need for cut-off trench addressed
b. need for sealing or lining with impervious material addressed and anticipated
locations of such area identified
C. protection of liner during initial filling and near flush pipes addressed
Grid Sheet (original or ledgable copy)
a. gridded area large enough to include embankment slopes and surface water
diversions
b. location & dimensions of lagoon & buildings shown (lagoon inside top
measurements shown and lagoon comers identified by grid stations)
C. surface water removal (pipes, outlets, etc) shown
d. soil borings location show
e. TBM location & elevation shown
f. existing utilities located (if applicable)
Typical cross-section included
a. dike eleiration & top width shown
b. lagoon bottom elevation shown
C. side slopes shown
d. effluent outlet pipe invert elevation shown
e. building pads - elevation & grade shown
f. cut-off trench shown - if required
9. liner shown - if required
Volume Computati ons
a. excavation
b. dike fill e%e,
C. pad fill
Summary Sheet
a. design requirements - 5ee
b. excavation volume set 401",%ve tak.
C. fill volumes
d. cut -fill ratio
e. job class
Location of subsurface drainage (if present)
Presence of utilities addressed
Observation of cultural resources statement included
Operation is outside of jurisdictional I*um*ts of municipalities
2

1-019AOR UVIIA'ACIN I
FA 16 it d 9 X9011-M Kelex- I I
,LISTED BELOW IS A BRIEF SUMMARY OF VOLUMES AND OTHER
DATA: (SEE CONTENTS OF PLAN FOR MORE INFORMATION)
EXCAVATION
FILL (pad & dike)
TOP SOIL (minimum 31" thick)
CLAY LINER (rTpresents a complete liner)
59709 --- cubic yards
59709 --- cubic yards
417 --- cubic yards
10718 --- cubic yards
Constructed top of dam must include a minimum of 5% settlement -
EXAMPLE: 10 feet high dam will require 5% of'10 feet or 0.5 feet
fill above planned top of dam.
Clay content, thickness and compaction of liners (if required) are
very important. If the certifying technical specialist is unable
to approve the liner with normal field techniques, an independent
engineering analysis will be required (see CONSTRUCTION
SPECIFICATIONS for additional information). If an i*ndependent
engineering analysis is required, this expense will be the
responsibility of the owner/grower.
Special attention needs to be given to the seeding specifications.
The lagoon dike must be seeded according to specifications before
the system can be certified and stocked with animals. (Consult
with your NRCS Conservationist regarding mulching)
CARROLL'S FOODS, INC.
I WARSAW, NC 28398
Drawing:
Location:
Engineer
Owner
Scale:
-.vowmar,
'Robeso &A C ID 0 KT.-y
IRA. 4 BRIw-
:)B561-k

M E M 0 R A N D U M
lilo-.
TO: All Prospective Contract Growers
FROM: Don Butler, Real Estate Manager
Howard Hobson, Resource Conseivationist
j:: RE: Legal requirements for swine growers in
North Carolina and how they relate to you
N1
The facility design and waste management.plan-attached is of the utmost importance to
you and to Carroll's. This plan must be approved.by a designated technical specialist
or Professional Engineer prior to construction start. The lagoon must be constructed
exactly as designed unless changes are approved by the original designer. The approved
plan needs to become a part of your permanent records and must be readily available
for review if and when your farm is inspected by state regulatory personnel.
When earthwor� and lagoon construction is complete and the top of the dike and
outside slopes of the lagoon have been graded, seeded, and fertilized it must pass a final
inspection by a designated technical specialist in order for your farm to be certified
ready to stock animals. At the time or final construction approval, the owner and the
person certirying construction must sign a document called "Certification ror New or
Expanded Animal Feedlots" (a blank or this rorm Is enclosed in your package) and this
form must be sent to the Department or Environmental Health and Natural Resources
In Raleigh. Copies or the signed document should be kept in your permanent rile, one
copy goes to your local Soil and Water Conservation District office -for their rile, and a
copy must be presented to Carroll's Foods berore any animals can be'placed on your
rarm. The owner Is responsible ror the Certirication being completed and sent to the
appropriate places. Remember, NO CERTIFICATION -- NO ANIMALS.
If you have any questions about the above information, please contact one of
us by calling 910-293-3434, extension 246.

ATTENTION OWNER AND EARTH MOVING CONTRACTOR
PLEASE READ THIS BEFORE REVIEWING THE ATTACHED WASTE
MANAGEMENTPLAN.
Tlis design has been prepared in accordance witli USDA- Natural Resources Conservation
Service standards and properly installed, will allow certification and stocking of animals.
The following items should be discussed PRIOR to entering into a contract:
1 11is design is in compliance with state and federal laws. Any changes in design may
result in non-compliance and failure to be eligible for certification. No animals can
be stocked until the lagoon construction is approved and certified to the Division of
Environmental Management (DEM). If a Dam Safety Permit is also required by the
State i ;,tifin, fio.* water or animal waste may be impounded -in the. lagoon until the
lagoo*h afid dike construction are approved by the North Carolina Department of
Environment, Health and Natural Resources, Division of Land Resources (DLR).
2. This design has taken into account data including soils, topography, wetlands,
11 r7 streams, dwellings, wind direction, and owners concerns.
3. The volume shown represents excavation and fill in the lagoon and pad area. It does
NOT account for cut/fill for liners, roads, borrow areas, drainage or other related
construction activities unless specifically covered in tile design.
4. Typically, the excavation volume represents the bulk of earthwork and is used for
price negotiations. All earth work beyond this amount will be worked out between
the owner and contractor, CARROLVS DOES NOT NEGOTIATE PRICES FOR
GROWERS.
so It is the desire of Carro'll's Foods that the contractor receives a fair price for earth
work and the land owner receives a properly constructed lagoon and pad that will
meet design requirements.
6. DO NOT MAKE ANY CHANGES TO THE DESIGN OR FARM LAYOUT
UNLESS THE ORIGINAL DESIGNER IS CONSULTED AND APPROVES.
CARROLUS FOODS ASSUMES NO RESPONSIBILITY FOR ANY DEVIATION
FROM ORIGINAL DESIGN OR CHANGES MADE ON THE SITE BY
CONTRACTOR OR ANYONE OTHER THAN CARROLI:S PERSONNEL

I LAGOON DESIGN
::.Operator:RAY BRITT County:
ROBESON
Distance to nearest residence (other
than
owner)
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x
1417
lbs.
0 sows (farrow to feeder)
x
522
lbs.
0 head (finishing only)
x
135
lbs,
2400 sows (farrow to wean)
x
433
lbs.
0 head (wean to feeder)
x
30
lbs.
Describe other :
29
3.
4.
Date: 07/16/96
2100.0 feet
0
lbs
0
lbs
0
lbs
1039200
lbs
0
lbs
0
Total Average Live Weigh 1039200 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1039200 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW 1 CF/lb. ALW
Volume = 1039200 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION mvr Z4Qwv&Q P%lr owm%5�; Rmue-sT
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet) ---------------------
340.0
Inside top width (feet) ----------------------
535.0
Top of dikejelevation (feet) -----------------
53.0
Bottom of lagoon elevation (feet) ------------
42.0
Freeboard (feet) -----------------------------
1.0
Side slopes (inside lagoon) ------------------
3.0 : 1
Total design volume using prismoidal formula
SSIEND1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
WIDTH DEPTH
3.0 3.0 3.0 3.0 334.0
529.0 10.0
AREA OF TOP
LENGTH * WIDTH
334.0 529.0
AREA OF BOTTOM
LENGTH * WIDTH
274.0 469.0
176686 (AREA OF TOP)
128506 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
304.0 499.0 606784 (AREA OF MIDSECTION * 4)
CU. FT. KAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMO -DEPTH/6
176686.0 606784.0 128506.0 1.7
Total Designed Volume Available = 1519960 CU. FT.

[5. TEMPORARY STORAGE REQUIRED
r�.-
5C.
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
340.0 535.0 181900.0 square feet
Buildings (roof and lot water)
0.0 square feet
Describe this area.
TOTAL DA 181900.0 square feet
Design temporary storage period to be
180 days.
Volume of waste produced
Feces & urine production in gal./day per
135 lb. ALW 1.37
Volume = 1039200 lbs. ALW/135 lbs. ALW *
1.37 gal/day 180 days
Volume = 1898272 gals. or 253779.7 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 SA.
Volume = 0.0 gallons/day
180 days storage/7-48 gallons
Volume = 0.0 cubic feet
per CF
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 = 106108.3 cubic feet

1_5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA.
Volume = 106108.3 cubic feet
TOTAL REQUIRED
TEMPORARY STORAGE
5A.
253780
cubic
feet
5B.
0
cubic
feet
5C.
106108
cubic
feet
5D.
106108
cubic
feet
TOTAL
465996
cubic
feet
6. SUMMARY
Te�aporary storage period
180
days
Rainfall in excess of evaporation ---- -
7.0
inches
25 year - 24 hour rainfall====
7.0
inches
Freeboard =>
1.0
feet
Side slopes =>
3.0
: 1
Inside top length
340.0
feet
Inside top width
535.0
feet
Top of dike elevation- ------
53.0
feet
Bottom of lagoon elevation---
42.0
feet
Total requited volume >
1505196
cu. ft.
Actual design volume >
Seasonal high watertable elevation (SHWT)1---->
1519960
49.2
cu. ft.
feet
stop pumping elev. __>
49.2
feet
Must be > or = to the SHWT elev. --->
49.2
feet
Must be > or = to min. req. treatment el.=>
48.0
feet
Required minimum treatment volume >
1039200
cu. ft.
Volume at stop pumping elevation= -->
1043649
cu. ft.
Start pumping elev.=- ==
51.3
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall=-->
1413852
cu. ft.
Volume at start pumping elevation- =>
1404472
cu. ft.
Required volume to be pumped==
359888
cu. ft.
Actual volume planned to be pumped===--=====>
360822,cu.
ft.
Min. thickness of soil liner when required==>
1.6
feet
7. DESIGNED BY: 4Lwt��-40-�� APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
1.*.
COMMENTS:-PLAq RVIVISeb, -m RE.FxF-cr New BuiLD%Kc, -bEs,c-tA- R04
TAKE ME.A.Suket4aKim '14S KUMOWD -7D WOM<r LimeR-

L-1
711-7)qL
5D. Volume of 25 year - 24 hour storm
6.
7.
Volume = 1.0 inches / 12 inches per foot * DA
Volume = 111062.1 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
253780
cubic
feet
5B.
0
cubic
feet
5C.
111062
cubic
feet
5D.
111062
cubic
feet
TOTAL 475904 cubic feet
SUMMARY
IV L
Temporary storage period
>
180
days
Rainfall in excess of evaporation===-
>
7.0
inches
25 year - 24 hour rainfall ----=>
7.0
inches
Freeboard==
>
1.0
feet
Side slopes-
>
3.0
: 1
Inside top leng%L.. ------
>
349.6
feet
Inside top width -=-�>
544.6
feet
Top of dike elevation
>
53.0
feet
Bottom of lagoon elevation
40.4
feet
Total requi*Ted volume=
1515104
cu. ft.
Actual design volume=
>
1809335
cu. ft.
Seasonal high watertable elevation (SHWT)===>
49.2
feet
Stop pumping elev,
>
49.2
feet
Must be > or = to the SHWT elev.—
==>
49.2
feet
Must be > or = to min. req. treatment el.=>
46.4
feet
Required minimum treatment volume —
— >
1039200
cu. ft,
Volume at stop pumping elevation====—======>
1309939
cu. ft.
Start pumping elev.&-- —>
51.3
feet
Must be at bottom of freeboard & 25 yr.
rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
1698272
cu. ft.
Volume at start pumping elevation ,
==>
1688342
cu. ft
Required volume to be pumped=====--==========>
364842
cu. ft:
Actual volume planned to be pumped==--- --�->
378403
cu. ft.
Min. thickness of soil liner when required=-->
8
feet
DESIGNED BY:4ZaQ- APPROVED BY:'
CA,"*L-,*s
DATE: -7/171 q (- DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: Lt t(sp, 70 P-5o i L ESn-t KA-rIF5
W1L%rAF-Q- I lb OOJ33 5 CA.&. A--
27
VIOLUKE-- Wjo Lwrmf�- C". a
10)7 18 CAA -7 ids.

TYPICAL CROSS-SECTION
Single Stage Lagoon - Pit Rechprge Design
P"0-6E-:5oj'1 County, NC
DQsir_-hrt4& /14ec.
MIN= [�'P" I -iT 0 0 - T: �R k - W C- %A N
Swine Confinement
Building
Finished Floor Eley. S 6 - 6,9
TOP Pad Elev. S I , Z-7
8" Pipe
Invert Elev.
Total Design Storage Elev.
Invert Outlet Pipe Elev.
Stop Pump Elev. -i
Bottom Elev.
-Sq. 3
Sump
1p
Elp
3AL —X--. S250 z 1. 9-.r,
Support post
_GT0und;-,--.,.o,
I�G FT. -DESIGN MIN. CLAY LINER THICKNESS.
areas of unsuitable material encountered during
of lagoon slopes and bottom will be excavated b R�Istrucllon
elow grade (for
the minimum clay liner thickness), backfilled (with approved soil
material) & compacted (to clay liner construction. specifiqati9ps.,
in design) ..... see soils investigation
4 1 A _r n czl�%ff
Lt; Up C1161
Add 5% Settleme
Constrvcted Top I
'M
Fil!'�
C). P -ft.
C 01) -------
))
Core
Trench
\V Remove overburden material and
establish embankment/core on firm
soil material .... see soils lnvesUgaUon
R. Hortm NRCS (2M)

System Calibration
Information presented in manufacturers charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear
tends to reduce operating pressure and flow. With continued use, nozzle wear results in
an increase in the nozzle opening which will increase the discharge rate while
decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the design
will alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle.
Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of
mainlines will reduce operating pressure. Operating below design pressure greatly
reduces the coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout
the application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On
a windless day, variation between containers of more than 30 percent is cause for
concern. You should contact your irrigation dealer or technical specialist for assistance.
*Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual

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

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

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

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

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

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

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) (1/o- el'u-.5-100
EMERGENCY MANAGEMENT SERVICES (EMS) NAY- 6 -319A
SOIL AND WATER CONSERVATION DISTRICT (SWCD) (IM-732-079
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 51 An L -7 ?a - r1&-7x
COOPERATIVE EXTENSION SERVICE (CES) Of -3;74
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort
to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible.. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow - possible solutions are:
a)
Add soil to berm to increase elevation of dam.
b)
Pump wastes to fields at an acceptable rate.
C)
Stop all flow to the lagoon immediately.
d)
Call a pumping contractor.
e)
Make sure no surface water is entedng lagoon.
B. Runoff from waste application field-aetions include:
a)
Immediately stop waste application.
b)
Create a temporary diversion to contain waste.
C)
Incorporate waste to reduce runoff.
d)
Evaluate and eliminate the reason(s) that cause the runoff.
e)
Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a)
Stop recycle pump.
b)
Stop irrigation pump.
C)
Close valves to eliminate further discharge.
d)
Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a)
Stop recycle pump.
b)
Stop irrigation pump.
C)
Make sure siphon occurs.
d)
Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a)
Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b)
If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.

C) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number.
4. If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: /OUIPAY &,Psvq "ce-
b. Contractors Address: A AA W ' VZ'I- 1, JJeo — .-,j A P*OW3*9
A Ar & - ~.- CA
c . Contractors Phone: 0?V2 t2f I
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: AN A)e5-AePhv-'d*
b. Phone:
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMPs to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters AccumulaUon of solids -TFlush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
) Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids ( wfMaintaln lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Decaying vegetation (,/)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's pedmeter.
(Dry Systems)
,le
Feeders Feed Spillage
(f Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
9F decaying wastage.
(-rClean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulation of feed
(J"Reduce moisture accumulation within and around
residues
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewers grain and similar high moisture grain
products).
(*;fnspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal
WEliminate low area that trap moisture along fences
Areas wastes and feed wastage
and other locations where waste accumulates and
. joisturbance by animals is minimal.
(4'Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
MIC — November 11, 1996
10

Dry Manure Handling Accumulations of animal Remove spillage on a routine basis (e.g. 7-10 day
Systems wastes interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
Provide for adequate drainage around manure stockpiles
Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC — November 11, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source
Cause
BMP's to Minimize Odor Site Specific Practices
Farmstead
Swine production
( -f4egetative or wooded buffers:
-Kecommended best management
practices;
(..-<Good judgment and common sense
Animal body
Dirty manure
)Dry floors
surfaces
covered animals
Floor surfaces
Wet manure -covered
o0fttted floors;
floors
4�aterers located over slotted floors;
at high end of solid floors;
(�Ieders
crape manure buildup from floors;
)Underfloor ventilation for drying
Manure collection
Urine
(wIrrequent manure removal by flush, pit
pits
recharge or scrape
Partial microbial
)Underfloor ventilation
decomposition
Ventilation
Volatile gases
G41�an maintenance;
exhaust fans
Dust
Afficient air movement
111*1
Indoor surfaces
Dust
(e"ashdown between groups of animals
(i )Feed additives;
)Feeder covers;
)Feed delivery downspout extenders to
feeder covers
Flush Tanks
Agitation of recycled )Flush tank covers
lagoon liquid while tanks
( )Extend fill lines to near bottom of tanks
are filling
I with anti -siphon vents
Flush alleys
Agitation during waste
( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge
Agitation of recycled ( )Extend recharge lines to near bottom of
points
lagoon liquid while pits
pits with anti -siphon vents
are filling
Lift stations
Agitation during sump
( )Sump tank covers
tank filling and drawdown
Outside drain
Agitation during waste
( )Box Covers
collection or
water conveyance
junction boxes
End of drain
Agitation during waste
( )Extend discharge point of pipes
pipes at lagoon
water
underneath lagoon liquid level
"Oe
Lagoon surfaces
Volatile gas emissions
:Orcro per lagoon liquid capacity
Biological mixing
( orrect lagoon startup procedures
Agitation
( Winimpm surface area -to -volume
ratio (.olMinimum agitation when
pumping
)Mechanical aeration
113roven biological additives
Irrigation sprinkler
High pressure agitation
(-O)l i t dry days with little or no wind
nozzles
Wind draft
inimum recommended operation pressure
ump intake near lagoon liquid surface
)Pump from second -stage lagoon
AMOC - November 11, 1996

Storage tank or
Partial microbial
( )Bottom or midlevel loading
basin surface
decomposition Mixing while
( )Tank covers
filling Agitation when emptying(
)Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin
Partial microbial decom-
( )Extend drainpipe outlets underneath liquid
surface
position Mixing while filling
level
Agitation when emptying
( )Remove settled solids regularly
Manure, slurry or
Agitation when spreading
( )Soil injection of slurry/sludges
sludge spreader
Volatile gas emissions
( )Wash residual manure from spreader after use
outlets
( )Proven biological additives or oxidants
Dead animals
Carcass decomposition
mProper disposition of carcasses
Dead animal
Carcass decomposition
��mplete covering of carcasses in burial pits
disposal pits
( �Proper location / construction of disposal pits
Incinerators
Incomplete combustion
( )Secondary stack burners
Standing water
improper drainage
( )Farm access road
around facilities
maintenance Microbial decomposition of away from
fircjfibim matter
Manure tracked
Poorly maintained access
(.-IFarm access road maintenance
onto public roads
roads
from farm access
Additional Information: Available From:
Swine Manure Management 0200 Rule / BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge —Lagoon Treatment:EBAE128-88NCSU-BAE
Swine Production Facility Manure Management: U nderfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Practices have been
reviewed with me.
(Landowner Signature)
13