820289_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
. } Animal Waste Management Systems
Request for Certification of Coverage
Fatality Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resoluces by no later than April 3, 2019.
Pleerser do not le+ m nay grwden racwrswe vA Please verify au oformallon and make any nec asary carncstaaa below.
Applts xdm crust be signed and dalyd by the Perartt[ee.
1. Farm Number. 924289 Certificate Of Coverage Number.
2. FacilityName: Manuire/McDaniels Farm
3. Landowners Name (same as on the Waste Management Plan): Iylaxire Farm_Lj C
4. Lmcdovrner's Mailing Address: _ __._ A O . —4a X a9 79
City: State: NC
Telephone Number: 910-8&-4395 Ext. E-mail:
S. Fae.flity's Physical Address: Sr
City: Clinton State:
6. County where Facility is located: &Mgpn
7. Farm Manager's Name (if different from Landowner):
e. Farm Manager's telephone number (include area code):
9. Integrators Name (if there is not an Integrator, write `None"):
10. Opm=r Name (OIC}:
Otter, .Me-kso&%
11. Lessees Name (if there is not a Lessor, write "None"):
N&
David C Nordin
AWS820289
Zip: -ff -';k8337
Zip: 82 328
91U- 2k . 1F
Wgiphv-Brown LLC
Phone No.: 9;0-6.6+4M OIC 4: 8*—a
RTa -385 yfary lov ZI-zz
12. Mcate animal operation type and number.
Current Permit: Operations Type Allowable Count
Swine - Wean to Finish 8,898
11da
aft
Dry Paaltm OtherTym
Went to Finish
Dairy Calf
Non Laying Chickens Horses - Hoses
Wean to Feeder
Dairy Heifcr
Laying Chickens Horses - Other
Farrow to Fetish
Mick Cow
Funds Sheep - Sheep
Feeder to Finish
Dry Cow
Turkeys Sheep - Other
Farrow to Wean
Beef Stocker Calf
Tuft Pullet
Farrow to Feuer
Beef Feeder
BowlStud
Beef Broad Cow
Wet Pauhn
Gilts
Other
Non Laying Pullet
Other
layers

13. Waste Treatment and Storage Lagoons (Va* the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
St mctm
Name
F.sdmatcd
DUe
Built
L'urer Type
(ay. Synthetic,
Unbiown)
capacity
(Cubic Feet)
Estimated
Surli = Area
(sue Feet)
Design Freeboard
"Redline•
(des)
%e
k tilr-`A
0616 !63
/2 7 9
D n fc
yS
7sd
Mail one (1) copy of the Cerdfled Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143 215.18C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), surfed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, inaction, sic.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every lend application field
g The waste application windows for every crop utilized in the WUP
h. The regmrod MRCS Standard spedflcmthms
2. A site m*schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
S. Odor Cormol Cheddist with chosen best management practices noted
6. Morality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Gagooa1ftrage pond capacity docurneatation (design, calculations, etc".) Please be sure the above table is atctrrate and
complete. Also provide any site evaluations, wetland detemidnations, or hazard classif lions dW bray be applicable to
your facility.
S. Opmdon and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. comporting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and eman one signed Copy of the
application and sll the CAWMP Items airove to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the hest of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application padcage will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143 215.6A wW.143-215.6B, any person who knowingly malaes any fidse statement,
r+epteaerdation, or certification in any application may be sdb)ect to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than S10,000 or imprisonment of not more burr 5 years, or both for
a similar offense.)
Printed Name of Signing OMcW (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a princi executive officer of the corporation):
Name: Q• : itle: JW
Signature: ` Date: 3 L 1C( --
Name: Title:
Signature: _ - Date. _
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDE¢DWR
Animal Feeding Operatiaue Program
1636 Marl Service Center
Raleigb, North Carolina 27699-1636
Telephone number: [phone]
&mail• 20191PermltRenewa1@nedear gov
FORM: RENEWAL -STATE GENERAL 02M19

Veff4Gn-4kovember 26, 2018
Mortality Management Methods
Indcate which method(s) M71 be Implemented.
When selecting mut iple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Vetednadlan.
Primary secondary RosAne Mortality
Q a Burial three fleet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a renderin%plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit Is required from NC DEQ.
D In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
a Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
QMass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan Is part of the facility's CAINMP and is activated
when numbers of dead animals exceed normal mortality rates as spedfied by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations atld guidance.
Mass burial sites are subject to addiflonal permit conditions (refer to facility's animal
waste management system permit).
• In the event of Imminent threat df a disease emergency, the State Veterinarian may enact
additlonaWem� weduwfi or measures for disposal according to G.S.106-399.4.
Date
1111P;��1111W
3a�f� M
Signature -Of Tech cal Specialist Date

ROY COOPER
s
eftti �, -:
BAR I ZOf9
UNIM CULPF. VM
it a%ro{fy
D�ettAr
ft&MI0PMJ*ft &moon
February 27, 2019
Maguire Farm LLC
WgulydkcDaniels Farm
9310 Bandford Way
Raleigh NC 27615
Subject Application for Renewal of Coverage for Expiring State General Permit
Dear Pamittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge Creneral Permits,
which expire on September 30. 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at bAvW e1.nc aovlslmut/divisienslwaiGr-resaurcea/wator-yualit,-reBlonal-o aptiondafo or by writing or calling.
NCDEQ-DWR
Animal Feeding Operations Progm
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
1n order to assure your continued cov== ,under_ the State Non-Dlseharee Qlncml _Permits you .must submit as srlication for
Mgglt covetane to tho Division. Enclosed you will find a "Relaest for Certificate of CoverageFacil_i�_y CurrentlyCovered bt an
Exririns S Non -Discharge f��_ i�=k,." _The_a�licAtian bin must be _coWktcA sisimmA and re turned by April 3. 2019.
Please note that -ou mug include one (l) copy of the Certified Anlrug Waste Manavernent Plan tCAMAND wltb the
completed Bend signed App form. A list of items included in the CAWMP__csn be feund on r Me 2 of fire renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage tinder a valid general permit would constlu to a violation of NCGS 143-215.1 and could
result in &mwsments of civil putties of up to $25,000 per day.
N you have any questions about the State Non -Discharge Creneral Permits, the enclosed spplic atice, or any related matter Please fxel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o ems): Fa;vftrille Regional Ofte, Water Quality Regional Operations Section
Samr= Coualy Soil and Water Conmatlon District
AFOG Section Central Files - AWN20299
'. Mttrrhti' Brown LLC
NonbCaro :aa t":rtmeataf 5nv�nmmests:Que 2y I D*.VSae of Water Re5wms
® ME 512 N. S45sb cry S. I i6M Me S*Wce Owtet I lies gb, North Cafo,:AG 27699-1635
919.707 ODO

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Maguire/McDaniels Farm (82-289)
Maguire Farm, LLC
P.O. Box 2979
Elizabethtown, NC 28337
[phone]
12-12-2013
This plan has been developed by:
Ronnie Cr. Kennedy Jr.
Agriment Services, Inc.
PO Box 1096
Beulaville, NC 28518
2S
eveloper Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature (manager p4 producer)
Date
Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
Technical Specialist Signature Date
............. * ---- .... * 606438•� . • . . Database Version 4.1• .•��. Date Printed:12-12-2013 Cover Page 1 ..........

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S75
Swine Wean -Finish Lagoon Liquid waste generated 6,904,848 gals/year by a 8,898
animal Swine Wean -Finish Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
12446
Incorporated
14935
Injected
14935
Irrigated
12446
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
12,446
12728
-282
7,061,166
-1563318
----------------------------------------------------------------------------------------------------------------------------------------------------------------
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.
606438 Database Version 4.1 Date Printed: 12-12-2013 Source Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where avai lab le.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
1009
)NEYWAG
21.54
21.54
N/A
Leon
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
3.0 Tons
1009
Pull 1
1.66
1.66
N/A
Cainhoy
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
3.5 Tons
1009
Pull 10
4.39
4.39
N/A
Leon
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
3.0 Tons
1009
Pull 11
5.77
5.77
N/A
Leon
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
3.0 Tons
1009
Pull 12
1.05
1.05
N/A
Leon
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
3.0 Tons
1009
Pull 2
3.14
3.14
N/A
Cainhoy
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
3.5 Tons
1009
Pull 3
1.21
1.21
N/A
Leon
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
3.0 Tons
1009
Pull 4
2.29
2.29
N/A
Tomahawk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.0 Tons
1009
Pull 5
2.73
2.73
N/A
Tomahawk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.0 Tons
1009
Pull 6
2.22
2.22
N/A
Tomahawk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.0 Tons
1009
Pull 7
5.26
5.26
N/A
Tomahawk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.0 Tons
1009
Pull 8
6.13
6.13
N/A
Tomahawk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.0 Tons
1009
Pull 9 1
2.61
2.61
N/A
Leon
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
3.0 Tons
PLAN TOTALS: 60.00 60.00
606438 Database Version 4.1 Date Printed 12/12/2013
PCS Page 1 of 2
NOTE: Symbol * means user entered data.

Ll
PotentTal��e�c�r�
j ': Technical Guidance.. ,
< 2
Low potential to contribute to soluble
None
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 -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
606438 Database Version 4.1 Date Printed 12/12/2013
NOTE: Symbol * means user entered data.
PCS Page 2 of 2

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrientrequirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table
Year 1
Tract
Field
Source
1D
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Appuc•
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm
Fert.
Nutrient
Applied
(Ibs/A)
Res.
(Ibs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(Ibs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
I Tons
1000 gals
tons
1009
',IEYWAC
S75
Leon
21.54
21.54
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
597.50
0.00
I009
qEYWAC
S75
Leon
21.54
21.54
Hybrid Bermudagrass Hay
3.0 Tons
3/1-9/30
133
0
0
Irrig.
133
73.79
0.00
1,589.34
0.00
1009
Pull 1
S75
Cainhoy
1.66
1.66
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
46.05
0.00
1009
Pull 1
S75
Cainhoy
1.66
1.66
Hybrid Bermudagrass Hay
3.5 Tons
3/1-9/30
175
0
0
Irrig.
175
97.09
0.00
161.16
0.00
1009
Pull 10
S75
Leon
4.39
4.39
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
1 0
brig.
50
27.74
0.00
121.77
0.00
1009
Pull 10
S75
Leon
4.39
4.39
Hybrid Bermudagrass Hay
3.0 Tons
3/1-9/30
133
0
0
Irrig.
133
73.79
0.00
323.92
0.00
1009
Pull 11
S75
ILeon
5.77
5.77
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
160.05
0.00
1009
Pull I 1
S75
Leon
5.77
5.77
Hybrid Bermudagrass Hay
3.0 Tons
3/1-9/30
133
0
0
brig.
133
73.79
0.00
425.74
0.00
1009
Pull 12
S75
Leon
1.05
1.05
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
29.13
0.00
1009
Pull 12
S75
Leon
1.05
1.05
Hybrid Bermudagrass Hay
3.0 Tons
3/1-9/30
133
0
0
Irrig.
133
73.79
0.00
77.48
0.00
1009
Pull 2
S75
Cainhoy
3.14
3.14
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0 1
0
Irrig.
50
27.74
0.00
87.10
0.00
1009
Pull 2
S75
Cainhoy
3.14
3.14
Hybrid Bermudagrass Hay
3.5 Tons
3/1-9/30
175
0
0
Irrig.
1751
97.09
0.00
304.85
0.00
1009
Pull 3
S75
Leon
1.21
1.21
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
27.74
0.00
33.56
0.00
1009
Pull 3
S75
Leon
1.21
1.21
Hybrid Bermudagrass Hay
3.0 Tons
3/1-9/30
133
0
0
brig. 1
133
73.79
0.00
89.28
0.00
1009
Pull 4
S75
Tomahawk
2.29
2.29
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
63.52
0.00
1009
Pull 4
S75
Tomahawk
2.29
2.29
Hybrid Bermudagrass Hay
5.0 Tons
3/1-9/30
216
0
0
Irrig.
216
119.83
0.00
274.42
0.00
606438 Database Version 4.1
j
Date Printed: 12/ 12/2013
WUT Page 1 of 2

Waste Ut on Table
Aear 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
pbs/A)
Comm
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
0bs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
1009
Pull 5
S75
11 Tomahawk
2.73
2.73
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
75.73
0.00
1009
Pull 5
S75
Tomahawk
2.731
2.73
Hybrid Bermudagrass Hay
5.0 Tons
3/1-9/30
216
0
0
Irrig.
216
119.83
0.00
327.14
0.00
1009
Pull 6
S75
Tomahawk
2.22
2.22
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
61.58
0.00
1009
Pull 6
S75
Tomahawk
2.22
2.22
Hybrid Bermudagrass Hay
5.0 Tons
3/1-9/30
216
0
0
Irrig.
216
119.83
0.00
266.03
0.00
1009
Pull 7
S75
omahawk
5.26
5.26
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
145.91
0.00
1009
Pull 7
S75
Tomahawk
5.26
5.26
Hybrid Bermudagrass Hay
5.0 Tons
3/1-9/30
216
0
0
Irrig.
216
119.83
0.00
630.32
0.00
1009
Pull 8
S75
Tomahawk
6.13
6.13
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
170.04
0.00
1009
Pull 8
S75
Tomahawk
6.13
6.13
Hybrid Bermudagrass Hay
5.0 Tons
3/1-9/30
216
0
0
Irrig.
216
119.83
0.00
734.57
0.00
1009
Pull 9
S75
Leon
2.61
2.61
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
27.74
0.00
72.40
0.0
1009
Pull 9
S75
Leon
2.61
2.61
Hybrid Bermudagrass Hay
3.0 Tons
3/1-9/30
133
0
0
Irrig.
133
73.79
0.00
192.58
0.00
Total Applied, 1000 gallons
7,061.17
U-
-.�'
Total Produced, 1000 gallons
6,904.85
;
Balance, 1000 gallons
-156.32
• ~ ='
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.
606438 Database Version 4.1 Date Printed: 12/12/2013 WUT Page 2 of 2

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
1009
HONEYWA
Leon
0.65
1.0
1009
Pull
Cainhoy
0.75
1.0
1009
Pull10
Leon
0.65
1.0
1009
Pull II
Leon
0.65
1.0
1009
Pull12
Leon
0.65
1.0
1009
Pull
Cainhoy
0.75
1.0
1009
Pull
Leon
0.65
1.0
1009
Pull
Tomahawk
0.60
1.0
1009
Pull
Tomahawk
0.60
1.0
1009
Pull
Tomahawk
0.60
1.0
1009
Pull?
Tomahawk
0.60
1.0
1009
Pull
Tomahawk
0.60
1.0
1009
Pull
Leon
0.65
1.0
606438 Database Version 4.1 Date Printed 12/12/2013 IAF Page 1 of 1
NOTE: Symbol * means user entered data.

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Stnraue Qsnacity
Source Name
Swine Wean -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
85
1
2
70
1
3
85
1
4
112
1
5
110
1
6
137
1
7
135
1
8
161
1
9
160
1
10
147
1
11
130
1
12
112
* Available Storage Capacity is calculated as of the end of each month.
...................................................................................................................................................................
606438 Database Version 4.1 Date Printed: 12-12-2013 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. .There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
-------------------------------------------------------------------------------------------------------------------------------------------------------
606438 Database Version 4.1 Date Printed: 12/12/2013 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.
----------------------------------------------------------------------------------------------------------------
606438 Database Version 4.1 Date Printed: 12/12/2013 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.
........ ...........
606438 Database Version 4.1 Date Printed: 12/12/2013 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
................................................................. ... .......
606438 Database Version 4.1 Date Printed: 12/12/2013 Specification Page 4

Crop Notes
The following crop note applies to field(s): HONEYWAGON, Pull 10, Pull 11, Pull 12, Pull 3, Pull 9
Bermudagrass Coastal Plain, 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. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): Pull 4, Pull 5, Pull 6, Pull 7, Pull 8
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
-----------------------------------------------------------------------------------------------------------------------------------------------------------------
606438 Database Version 4.1 Date Printed: 12-12-2013 Crop Note Page 1 of 3

The following crop note applies to field(s): Pull 1, Pull 2
Bermudagrass Coastal Plain, Mineral Soil, Well Drained to Excessively Drained
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. 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.
The following crop note applies to field(s): HONEYWAGON, Pull 10, Pull 11, Pull 12, Pull 3, Pull 9
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.
-----------------------------------------------------------------------------------------------------------------------
606438 Database Version 4.1 Date Printed: 12-12-2013 Crop Note Page 2 of 3

The following crop note applies to field(s): Pull 4, Pull 5, Pull 6, Pull 7, Pull 8
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.
The following crop note applies to field(s): Pull 1, Pull 2
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 301bs/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.
------------------------------------------------------------------------------------------------------------------------------------------
606438 Database Version 4.1 Date Printed: 12-12-2013 Crop Note Page 3 of 3

�ceA.i.-
1 ..
wn-�
. 'LeA
Ly
y 2
LeA
Y
LeA
/ LeA A
t' •
3
BOB
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„29„ �-" )Coo earth
McGuire/McDaniels\arm F,
t,

Wettable Acres Determination Cerd i _
' cation 1 :1 _ 3 7s
Name of Facility: Mctc ► * oAe_ 0 ,,,Z% e. 1 s FactLtY Number: ._ Numb �'V —
Owner(s) Name:,T . 1.U. . L—, C , Phone No.
Mailing Address: —.tab -7 5 e-j o s t-� ;1 •t%C �-g �f s $
By signing this form, the facility owner and Teebn icai Specialist acknowledge the completion of the
Wettable Acres Deternination. All necessary Wettable Acre Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste
Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all
wworksheets,
calculations, and other Wettable Acres Deternunatiom documents, along with the
p le Waste Utilization Plam and Wettable Acre Determination Certification will be filed with
the local Soil and Water Conservation District. A copy will also be kept on site with the Certified
Animal Waste Management Plan. Any future modifications must be approved by a technical
specialist and filed vidth the Soil and 'rater Conservation District prior to implementation. If any
- -- _ modifications lo_>hc existing irrigation system Qr aa�r new in ga0 n equipment was re-quin d to
th
adequately address e vvaste management needs of this facility, an Irrigation Specialist or .r -
Professional Engineer has certified the design and installation below.
Owner Name: TCT L t✓ C
Owner Signature:L3�
Technical Specialist Name: r W e
Technical Specialist Signature:
If assisted by an Imigation SpqjiAlist or
e.
4/6
Engineer please read and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste
application equipment has been installed according to MRCS Standards and is ready for use.
Irrigation Specialist/PE Name:
hTgation Specialist/PE Signature: ,.,Date:
Submit this form to..
Attn: Sonya Avant
Non -Discharge Compliance Unit
Division of Water Qulity
1617 Mail Service Center
Raleigb, NC 27699-1617
IVADC •- 7/99
ti 'd 766IN, N0 1 UH 1 `;51 HINT wA61 : r 111607. '611, 'Mnr

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: McDaniels Finisher & Maguire Sow Farns
Address: SR 1214
Roseborol NC
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
Number (acres)
Soil TVnP_ S1nnP %, r rnn/c1
County: Sampson
Date: 8/15/01
Maximum
Maximum Application
Application per Irrigation
Rate Cycle
•
Bermuda
, •
,
•
Bermuda
i • •

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment:
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hvdrant No. (ft/min) (in/hr.) Width(ft ) I Annthtftl lfoofl flnnhnel 15+ %f M. ftt ..A /1A.,...,.,A...i.. ..
1
2.51
0.56
200
185
300
1.18
50
220
1.66
2
4.18
0.69
260
380
300
1.18
50
180/330
3.14
3
0.75
0.41
300
1.18
50
330
1.21
4
4.18
0.69
170
485
300
1.18
50
220
2.29
5
0.75
0.41
250
350
300
1.18
50
330
2.73
6
4.18
0.69
120
660
300
1.18
50
180
2.22
7
2.51
0.56
210
1000
300
1.18
50
180/330
5.26
8
0.75
0.41
260
850
300
1.18
50
330
6.13
9
4.18
0.69
250
330
300
1.18
50
330/180
2.61
10
4.18
0.69
250
765
300
1.16
50
330/180
4.39
11
0.75
0.41
250
880
300
1.18
50
330
5.77
12
4.18
0.69
110
160
300
1.18
50
180
1.05
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
38.46
C C C

Sheet5
IRRIGATION SYSTEM DESIGNER
Name:
Kraig Westerbeek
Company:
Murphy - Brown
Address:
P.O. Box 759 Rose Hill, NC 28458
Phone:
910-289-2111
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, 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 sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
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 25' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet?
CALCULATIONS
Sprinkler Type: Ag-Rain 3" Traveller
Nozzle Size:
1.18 inches
Sprinkler Pressure:
50 psi
Flowrate(GPM):
205 gpm
Wetted Diameter:
Lane Spacings
300 feet
Desired Spacing (%):
70 %
Design Spacing(feet):
210 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
210 feet
Actual Spacing (%):
Rate
70 %
Application
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.34 in/hr
300 degree arc =
0.41 in/hr
220 degree arc =
0.56 in/hr
180 degree arc =
0.69 in/hr
Traveller Speed
E
Travel speed =1.605 x
Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.75 inches
300 degree arc =
2.09 ft/min
220 degree arc =
2.51 ft/min
180 degree arc =
4.18 ft/min
Mainline Velocity
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.**
**For buried pipelines, velocity should be below 5 feet per second
Pipe size:
inches
Velocity=
#DIV/01 ft/sec.
Page 1

Sheet8
Pull # Width Lenqth Start End Stop End Total Acre Field # Field Acres
1
200
185
0.5
0.31
1.66
1
2
260
380
0.25
0.62
3.14
1
3
0.66
0.55
1.21
1
6.01
4
170
485
0.4
2.29
2
5
250
350
0.72
2.73
2
6
120
660
0.4
2.22
2
7
210
1000
0.44
5.26
2
8
260
850
0.75
0.31
6.13
2
18.63
9
250
330
0.14
0.58
2.61
3
10
250
765
1
1
4.39
3
11
250
880
0.72
1
5.77
3
12
110
160
0.36
0.291
1.05
3
13.83
38.47
Page 1
33.47

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Soils Legend
SR Imo? � dross Road-'
. y -
4 '
Af
11
MURPHY FAMILY FARMS
Rose Hill, North Carorna
Farm/Tract Name
Location �sR la1 y 5>�Yit n , Date
Scale l ''_ 137_ o ' Acres fo �. 7
Drawn by: ?[d
Features drawn from:

j
, / `
y
1 _
r
� y
1 rI
Ji .. � t � � Y..� � �
�Y tom'-._:_
_��s���`�-
��
��
.. � Y

t
r

.
«
». \
Or
\lip
\ \
.
«
y
d
>a
IN

McDaniets
1
5.25
2
5.25
3
5.25
4
5.25
21.00

urower: MAUUIKt 5U1N
Address: PO BOX 856
Warsaw, NC 28398
- Coun : SAMPSON
ueslgnea t3y: jL;ti
Checked By: DSE
Date: 02/27/09
Sheet 1 of 7
ANAEROBIC WASTE
LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: -------------------
0
Wean to Finish: -------------------
0
Finishing: -------------------
0
Farrow to weanling:---- ---------------
1600 Hd.
Farrow to feeder: -------------------
0
Farrow to finish: -------------------
0
Boars: ---------- ---------
0
Storage Period: -------------------
180 Days
25 Yr. / 24 Hr Storm Event -------------------
7.0 In.
"Heavy Rain" Factor
Rainfall in Excess of Evaporation -------------------
7.0 In.
Additional Water Usage: -------------------
0
Additional Drainage Area: ___________________
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(Y/N)------------
Y
Does Operator Want Emergency Spillway?
(Y/N)---- --------
N
Was This Design Built Prior to Sept. 1996?
(Y/N)------------
Y
Is Drain Tile Req'd to Lower SHWT?
(Y/N)------------
N
Seasonal High Water Table Elev:-------------------
0.00
Freeboard: -------------------
1.0 Ft.
Emergency Spillway Flow Depth:
Side Slopes: -------------------
3 :1 (H:V)
0.0
0.0
Top of Dike Elevation:
Depth
100.57 Ft.
Finished Bottom Elevation: BOTTOM E
13.07
Ft.
87.50 Ft.
Start Pump Elevation: ----------------
19.56
In.
98.94 Ft.
Stop Pump Elevation: ----------------
48
In.
96.57
LAGOON VOLUME REQUIRED VOL.
DESIGN VOLUMES
% REQ'D.
Storm Stor = 74313 (Cu.Ft.)
75,177
(Cu.Ft.)
101.16%
Temporary = 243499 (Cu.Ft.)
255,588
(Cu.Ft.)
104.96%
Permanent = 692800 (Cu.Ft.)
735,398
(Cu.Ft.)
106.15%
Total Volume = 1,010,612 (Cu.Ft.)
1,066,163
(Cu.Ft.)
105.50%
1/2 Treatment Volume = 346,400 (Cu.Ft.)
1/2 Treatment Volume Elevation = 92.87 Ft.
90 Temporary Storage Volume Elevation = 97.51 Ft.
Min. Required Liner Thickness -------------------
Lagoon Surface Area: (Inside TOD)-------------------
92.38 In.
36.72 In.
1.9 Ft.
127,393 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398
[phone]

Urower. MAUUIKt 5UW uesignea by: juts
Address: PO BOX 856 Checked By: DSE
Warsaw, NC 28398 Date: 02/27/09
County: SAMPSON Sheet 2 of 7
ACTUAL DESIGN
VOLUME CALCULATIONS
BASE VOLUME:
1 1575
Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area SF
Incr. Vol. (Cu. FT)
Cumul. Vol. (Cu. FT)
90.00
74,100
157,653
91.00
78,852
76,476
234,129
92.00
82,934
80,893
315,022
93.00
86,730
84,832
399,854
94.00
90,584
88,657
488,511
95.00
94,660
92,622
581,133
96.00
98,810
96,735
677,868
97.00
103,051
100,931
778,799
98.00
109,283
106,167
884,966
99.00
116,293
112,788
997,754
100.00
123,742
120,018
1,117,771
100.57
127,393
71,573
1,189,344
These volumes were calculated using the vertical average end area method.
TOTAL READ VOL 1,010,612
CF
CUMULATIVE
VOL.
ZONE VOL.
105.50%
END PUMP = = = = 96.57
FT
735,398 CF
TR'MT
735,398
106.15%
START PUMP = =: 98.94
FT
990,986 CF
TEMP
255,588
104.96%
MAX STORAGE = 99.57
FT
1,066,163 CF
STORMI
75,177
101.16%
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

Grower. MAGUIRE SOW Designed By: JCB
Address: PO BOX 856 Checked By: DSE
Warsaw, NC 28398 Date: 02/27/09
Countv: SAMPSON Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storaae:
Required Treatment Volume:
nimal Type Capacity ALW cu. . = To
Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
0
135
1.00
0
Farrow to weanling
1,600
433
1.00
692,800
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Total Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
592,300
nimal Type Capacity cu. t.Ab) Total
Nursery
0
30
0.00
0
Wean to Finish
0
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
1,600
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
0
Animal Type Capacity Sto. Period J./day)= Total
Nursery
0
180
0.30
0
Wean to Finish
0
180
1.17
0
Finishing
0
180
1.37
0
Farrow to weanling
1,600
180
4.39
1,265,515
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
1 0
1 180
1 4.061
0
i otai manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
1,265,515
169,186
nimal Type Capacity Sto. Period d./day)= Total
Nursery
0
180
0.00
0
Wean to Finish
0
180
0.00
0
Finishing
0
180
0.00
0
Farrow to weanling
1,600
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
Boars
0
180
0.00
0
i otaj rresn water txcess (gais.)= 0
Total Fresh Water Excess (cu.ft.)= 0
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 (910)

Grower: MAGUIRE SOW Designed By:
Address: PO BOX 856 Checked By:
Warsaw, NC 28398 Date:
County: SAMPSON Sheet 4 of 7
JCB
DSE
02/27/09
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (127393 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall In Excess of Evap. (cu.ft.)=
74,313
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (127393 sq.ft + 0 sq.ft.) * 7.0 in. 112 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)=
74,313
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (127393 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) =
0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0
0
Total Required Storm Storage
(25Yr. / 241-1r. Storm +'Heavy Rain')= 74,313 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) = 243,499 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 692,800 (CU.FT)
TOTAL REQUIRED VOLUME=1010612 (CU.FT.)
P.O. Box 856. Warsaw NC 28398

Grower. MAGUIRE SOW
Address: PO BOX 856
Warsaw, NC 28398
County: SAMPSON
Designed By:
Checked By:
Date:
Sheet 5 of 7
JCB
DSE
02/27/09
LAGOON DESIGN SUMMARY
Top of Dike Elevation
100.57
FT.
Emergency Spillway Crest Elevation — --------- — ---- —
Not Al Applicable
Top of 25Yr. / 24Hr. Storm Storage
99.57
FT.
Top of "Heavy Rain" Storage ---- _-----
Not
Applicable
Start Pump Elevation ------ ------------
98.94
FT.
End Pump Elevation --------------
96.57
FT.
Top of Sludge Storage ----------- -----
Not
Applicable
Seasonal High Watertable Elev.----------------
0.00
Finished Bottom Elevation -- ---- ------------
87.50
FT.
Inside Top Length -------------------
Not
Applicable
Inside Top Width ------ -------------
Not
Applicable
Side Slopes -------------------
3:1
H:V
Lagoon Surface Area -------------------
127,393
SF
Min. Liner Thickness (if required) ------ ----- --------
1.9
FT.
Freeboard Depth -- ---- --------- ----
1.00
FT.
Temporary Storage Period ------------------
180
Days
Zone Depths:
TOTAL DESIGN VOLUME = 1066163 (CU.FT.)
Treatment / Sludge Storage Zone Depth -----------
Temporary Storage Zone Depth -----------
Freeboard / Storm Storage Zone Depth -----------
Total Lagoon Depth
w NC 28398 i
9.1 FT.
2.4 FT.
1.6 FT.
13.1 FT.

Grower: MAGUIRE SOW
Address: PO BOX 856
Warsaw, NC 28398
Countv: SAMPSON
/ 1
STRT PMP EL.= 98.94
END PMP EL. = 96.57
ZONE ELEVATIONS
TOP OF DIKE ELEV = 100.57
1 TOP OF STORM ELEV = 99.57
1
1
1
1 TOP OF TEMP STORAGE ELEV = 98.94
1
\ TOP OF TREAT ELEV = 96.57
1 /
1 /
FINISHED BOTTOM ELEV = 87.50
Designe JCb '
Checker DSE
Date: 02/27/09
Sheet 6 of 7
I\
/
1
SHWT = 0.00
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: MAGUIRE SOW Designed By: JCB
Address: PO BOX 856 Checked By: DSE
Warsaw, NC 28398 Date: 02/27/09
County: SAMPSON Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
•' f Es "
NOTE: See attached Waste Utilization PlanqPo
SEAL
=
023g94
DESIGNED: 9: O '•.��,i,
DATE: O tF
COMMENTS: The lagoon has been designed as an irregular shape.
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
Murphy -Brown, LLC Engineering P.O. Box

s l{
Grower: c antes ow Farffin
Address: P.O. Box 759
Rose Hill, NC 28458
Countv: Sampson
.)esignea t3y: Kt3vv
Checked By: DSE
Date:
Sheet 1 of 7
12/22/08
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: --- ----------------
0
Wean to Finish: ------ -------------
0
Finishing: -------------------
0
Farrow to weanling:— ----------------
763 Hd.
Farrow to feeder: ------ -------------
0
Farrow to finish: -------------------
0
Boars: -------------------
0
Storage Period: -------------------
180 Days
25 Yr. / 24 Hr Storm Event ------------
7.0 In.
"Heavy Rain" Factor
Rainfall In Excess of Evaporation ---- ------------- —
7.0 In.
Additional Water Usage: — ------------- ---
0
Additional Drainage Area: ------------------
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(Y/N)------------
Y
Does Operator Want Emergency Spillway?
(Y/N)------------
N
Was This Design Built Prior to Sept. 1996?3/Y/ 7
(Y/N)------------
Y
Is Drain Tile Req'd to Lower SHWT?
REQUIRED!!!!!!!
N
Seasonal High Water Table Elev:---------- -- - --
46.50
Ft.
Freeboard: ----------
1.0
Ft.
Emergency Spillway Flow Depth:
Side Slopes: --------- -- - -
3
:1 (H:V)
0.0
0.0
Top of Dike Elevation: ---------------•
Depth
47.75
Ft.
Finished Bottom Elevation: BOTTOM E
11.50 Ft.
36.25
Ft.
Start Pump Elevation: --•------------ •
19.44 In.
46.13
Ft.
Stop Pump Elevation: -- --- -----------
45.6 In.
43.95
Ft.
LAGOON VOLUME REQUIRED VOL.
DESIGN VOLUMES
% REQ'D.
Storm Stor = 44188 (Cu.Ft.)
44,522 (Cu.Ft.)
100.76%
Temporary = 124868 (Cu.Ft.)
146,896 (Cu.Ft.)
117.64%
Permanent = 330379 (Cu.Ft.)
343,033 (Cu.Ft.)
103.83%
Total Volume = 499,435 (Cu.Ft.)
534,451 (Cu.Ft.)
107.01 %
1/2 Treatment Volume = 165,190 (Cu.Ft.)
1/2 Treatment Volume Elevation = 41.20 Ft.
90 Temporary Storage Volume Elevation = 44.91 Ft.
Min. Required Liner Thickness -----------------
Lagoon Surface Area: (Inside TOD)---- -------- ------
78.62 In.
34.12 In.
1.7 Ft.
75,750 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

rower: cDanie s Sow Farm
Address: P.O. Box 759
Rose Hill, NC 28458
Countv: Samason
)esigne y: KBW
Checked By: DSE
Date: 12/22/08
Sheet 2 of 7
ACTUAL DESIGN
VOLUME CALCULATIONS
BASE VOLUME:
Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation FT.)
Area SF Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FT}
37.75
46,980
0
38.00
47,618
11,825
11,825
39.00
50,222
48,920
60,745
40.00
52,890
51,556
112,301
41.00
55,622
54,256
166,557
42.00
58,419
57,021
2231577
43.00
61,280
59,850
283,427
44.00
64,206
62,743
346,170
45.00
67,196
65,701
411,871
46.00
70,250
68,723
480,594
47.00
73,369
71,810
552,403
47.75
75,750
55,920
608.323
These volumes were calculated using the vertical average end area method.
TOTAL READ VOL
499,435
CF
CUMULATIVE
VOL.
ZONE VOL.
107.01 %
END PUMP = = = =
43.95
FT
343,033 CF
TR-MT
343,033
103.83%
START PUMP = =:
46.13
FT
489,929 CF
TEMP
146,896
117.64%
MAX STORAGE =
46.75
FT
5341451 CF
STORMI
44,522
100.76%
Murphy -Brawn, LLC Engineering P.O. Box 856. Warsaw, NC 28398 [phone]

Grower: McDaniel's Sow Farm
Address: P.O. Box 759
Rose Hill, NC 28458
County: Sampson
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Designed By:
Checked By:
Date:
Sheet 3 of 7
Animal Type Capacity ALW (cu.ft. Ib) = Total
Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
0
135
1.00
0
Farrow to weanling
763
433
1.00
330,379
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars 1
0 1
400
1.00
1 0
Total Required Treatment Volume (cu. ft.)=
330,379
Sludge Storage Volume:
Animai TVDe CaDaclty ALW (cu.ft./lb) = Total
Nursery
0
30
0.00
0
Wean to Finish
0
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanlinp
763
433
0.00
0
Farrow to feeder
0
522
!� 0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
_
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
0
Animal Type Capacity " �Sto. Period d./day) = Total
Nursery
0
180
0.30
0
�0
Wean to Finish
0
180
T 1.17
Finishing
0
_
180
1.37
0
_
Farrow to weanling
763
180
4.39
603,492
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
180
4.06
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
603,492
80,681
Animal Type Capacity Sto. Period ay = Total
Nursery
0
180
0.00
0
Wean to Finish
0
180
0.00
0
Finishing
0
180
0.00
0
Farrow to weanlinp
V
763
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
Boars
0
180
0.00
0
DSE
12/22/08
1 Total Fresh Water Excess (gals.)= 0
Total Fresh Water Excess (cu.ft.)= 0
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: McDaniel's Sow Farm
Address: P.O. Box 759
Rose Hill, NC 28458
County: Sampson
Designed By: KBW
Checked By: DSE
Date: 12/22/08
Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (75750 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall In Excess of Evap. (cu.ft.)= 44,188
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (75750 sq.ft + 0 sq.ft.) * 7.0 in. /12 in./ft.
Total Required Volume for 25Y0241-1r. Storm Event (cu.ft)= 44,188
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (75750 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
(25Yr. / 24Hr. Storm +'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) _
Total Required Permanent Storage
(Treatment + Sludge) _
TOTAL REQUIRED VOLUME = 499435 (CU.FT.)
. Box 856, Warsaw
44,188 (CU.FT)
124,868 (CU.FT)
330,379 (CU.FT)
[phone]

Grower: McDaniel's Sow Farm
Address: P.O. Box 759
Rose Hill, NC 28458
County: Sampson
Designed By:
Checked By:
Date:
Sheet 5 of 7
KBW
DSE
12/22/08
LAGOON DESIGN SUMMARY
Top of Dike Elevation -------------------
47.75
FT.
Emergency Spillway Crest Elevation ----- -------------
Not Al
Applicable
Top of 25Yr. / 241-1r. Storm Storage -------------------
46.75
FT.
Top of "Heavy Rain" Storage --------------------
Not
Applicable
Start Pump Elevation -------------------
46.13
FT.
End Pump Elevation -------------------
43.95
FT.
Top of Sludge Storage -------------------
Not
Applicable
Seasonal High Watertable Elev.---------------
46.50
FT.
Finished Bottom Elevation -------------------
36.25
FT.
Inside Top Length -------------------
Not
Applicable
Inside Top Width ----- -------------
Not
Applicable
Side Slopes --------------- ----
3:1
H:V
Lagoon Surface Area -----------------
75,750
SF
Min. Liner Thickness (if required) -----------------
1.7
FT.
Freeboard Depth -------------------
1.00
FT.
Temporary Storage Period -------------------
180
Days
Zone Deaths:
TOTAL DESIGN VOLUME = 534451 (CU.FT.)
Treatment / Sludge Storage Zone Depth --- - - 7.7 FT.
Temporary Storage Zone Depth ----------- 2.2 FT.
Freeboard / Storm Storage Zone Depth ----------- 1.6 FT.
Total Lagoon Depth ----------- 11.5 FT.
wn_
.O. Box 856, Warsaw
[phone]

Grower: McDaniel's Sow Farm
Address: P.O. Box 759
Rose Hill, NC 28458
Countv: Sampson
/ 1
/ 1
1
STRT PMP EL.= 46.13
END PMP EL. = 43.95
ZONE ELEVATIONS
TOP OF DIKE ELEV = 47.75
TOP OF STORM ELEV = 46.75
TOP OF TEMP STORAGE ELEV = 46.13
TOP OF TREAT ELEV = 43.95
FINISHED BOTTOM ELEV = 36.25
Designe KL
Checkec DSE
Date: 12/22/08
Sheet 6 of 7
I 1
/ 1
SHWT = 46.50
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower:
Address:
Countv:
McDaniel's Sow Farm
P.O. Box 759
Rose Hill, NC 28458
Sampson
Designed By:
Checked By:
Date:
Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
KbVV
DSE
12/22/08
NOTE: See attached Waste Utilization Plan O •••L�::;,,' ���.••
DESIGNED: = n' '' =
RR
i �• �'`I�JjJ.I.`•�it c�•
v
DATE: Z . CJ :,y�� �� ' ��' ' •�`��� ,
COMMENTS: The lagoon has been designed as an irregular shape.
This design is update of start and stop pump elevations and to show the 1 /2
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
-4111197 Ale,
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

a
PAUL McGUIRE
Please review the attached plan and specifications carefully. Retain this play:
for your use and records. It is strongly recommended that you, your contractor
and Soil Conservation Service personnel are in agreement as to how the waste
lagoon is to be constructed . SCS personnel will meet with all concerned parties
and walk over the site to explain all flags and markings. It is important that
everyone understand what is expected so that final construction meets plans and
specification and the job can be certified for payment (if ACP cost sharing is
involved).
Contact: Soil Conservation Service
303-D East Rowan ST.
Clinton, N.C. ' 8-928
Phone [phone]
JOD CLASS 9 IZ 3
Desin.cd By ae s
Desin AFprovai
-7
Draw

Dat =S ept emb er 22. 1987
1
ANII AL WASTE MANAGEMENT PLAN
PAUL McGUIRE
rlr SAMPSON COUNTY
INTRODUCTION
Paul McGuirep plans to construct a 1150 sow -farrow to feeder pig operation on a 117
acre farm in the vicinity of McDaniel's X-Roads. He plans to pump the effluent on
coastal bermudagrass.
SITE CONDITIONS
The site is located on Lakeland sands and Leon sand that is moderately sloping. The
site is restricted on the NW end by property boundaries. Nearest dwelling is 4000 ft.
away.
PROPOSED PLAN
The system will consist of a treatment lagoon. Effluent from the hog house will
I. rbe flushed into the treatment lagoon. Anerobic activity will take place here.
I Once the effluent reaches the relative elevation of 4.6 it will need to
be applied to the land. The lagoon will .be excavated with a 3 1
slope. All dams or dikes will have a combined slope &�W-: i with a 12
foot minium top width. The landowner will be responsible for obeying all local,
st---a-rand national x5 and securing necessary permits.
,-9 4 L Sc. A' A'4 C e f� v,.•. 1- w l 1. 4 e D/ vG�.P j' o f-�ie.�iy, 4 96o-,7i✓ .
All disturbed areas to be established in permanent vegetation. The following
grass will be established.
Prepare a suitable seedbed. Stockpile topsoil during construction
and place it in a 211 - 4" layer over dam and slopes if at all possible.
Apply lime at a rate of 100 lbs./ 1000 sq* ft* or 2 tons/4cre. Apply
fertilizer (10-10-10) at a rate of 20 lbs./1000 sq. ft. or 1000 lbs/ac.
Seed with toll fescue (KY-31) at a rate of 1.5 lbs. / 1000 sq* ft* or 50
lbs./acre. Run a cultipacker or other suitable equipment over area to
place seeds into ground. Seeding dates are February - march; acid
September - October.
X Establish in coastal or common bermudagrass. Sprigs may be broadcast
onto a suitable seedbed. Approximately 50 bushels of sprigs -is recom-
mended per acre. Disk in sprigs and use a cultipacker or other suitable
equipment to firm the soil after planting. Apply lime at a rate of 90
lbs./1000 sq. ft. or 1.5 tons per acre. Apply fertilizer (5-10-10 or
10-10-10) at a rate of 10 lbs./1000 sq* ft. or 500 pounds per acre.
Apply additional nitrogen as needed.
When seeding with common bermuda use 10 lbs. of hulled and seed in
April -July or 20 lbs. of unhulled and seed in January - March.
�F .� c E �i= �? / i/•' , : ,, c �y L- G�,y S.� / J f%'�(�p/I^ �i � �•., ✓ ri,�'O , ��iv O :, C t s� J
. C?t".:"/yJlii G'.C' 6�!%S1 JAL• �'/d�� �iG � :";?
u

PAUL McGUIRE
RT. 1
GARLANDS NC 28441
EXCAVATION
PAD
r NiJ
25.9549 cue yds
99163.2 cue yds.
9v885.0 cu. yds.
EXCAVATION FILL RATIO 1.34 : 1

Confinement Building
TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
PAUL McGUIRE
AW LAGOON
S AMPS ON COUNTY
Top Width 121
Fluid Elevation 46.0
Pit SS 3 1 SS 3 1
TREATMENT
1,4GOON
g!� Pipe (Needs to be adequately U Depth — 101
supported)
35.0
Bottom Elevation -U�s9
Settled lop Elevation 4890
SS 3 : 1

U . ` S . DEPARTMENT OF AGRICULi JRE NC-ENG- 4 0
Soil Conservation Service 5/83
LOCATION CODE
PLAN OF EXCAVATED WASTE STORAGE POND
NAME PAiTL MCGUIRE ACP # DATE 9/23/87 DISTRICT SAMPSON
LENGTH
\ SIDE SLOPE aTO 1
r \ /
o W
AVE. TOP ELEV.
-----04
MID SECTION ---- /�
AVE. BOTTOM ELEV.
L ENG TH J
4281 '7
Volume = depth [area of top) + (area of bottom) + (4 x area midsection] = 81033996 Cu.Ft.
6
Use of facility A. W. LAGOON
Capacity 6120435 Gallons
Volume Cost -sharing
Soil type 78 Lakeland
Cu. Ft.
B. M. description Top of power Dom
guide wire anchor bolt. Pole on crest
of hill at sta. 300 if of c/1 on D line
assume
Assume Elev. 50eO
SUMMARY
-ter
• Bottom Elev. �f-,0
Normal liquid level Elev. 46.0
Storage for normal precip.(Ft) +
Maximum liquid level Elev.
Storage for:
25 yr. freq. precip. (Ft.) + 190
Crest ESW
Stage (Ft.)
Freeboard (Ft.)
Top of Dam
Elev.
+ 1.0
Elev. 48.0

SC S- EN G- 538
Rev. 5-70
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
% INVFSTMATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
i
1 nA/ ■
FARMER'S N ME UL, Mc-f A? V /
DATE— COUNTY
S. C. S. PHOTO SHEET NO. WORK UNIT 7,0 N
WATERSHED AREA MEASUREMENTS
CROPLAND -ACRES ACRES�Z. '
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. scale 11, feet)
Locigte reference point in center line of dam and Identify on skelc&
MENOMONEE■■■
■■■■■■■■■■■■■
EMENNEIN
■=
■■■OEM
■■■
000000=1
■■■■
■■nn
ISO
MEMO
■NEENE
■■
■■■■■■■■■■■■■■■
MOMEN
MENOMONEE
IMMENEMIMMIMEMIME
■■■■■■■■■■■■■■
EMIUIUUUUIMIUUIE31MI
BORING NUMBER AND PROFILE
Make and fist dam -site and spillway bewfnas first - then panded arm and borrow pit bortnos - separate with vertical md finc
(Continued on back whem necessary) Show water table eltuaffons on dam -site borings.
®I®IQJimlmlmimlml
: i®1�1�
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©m'ml�l�l■l���l■
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�r,®'■1■1■�■�I■I■:■I■I■i■1■�■i■i�l■I�!■1■i■I■i■
�!■I■I■i■I■;■I■'■I■!■I■1■I■I�l■I■I■!■1■I■1■I■
-
m�■I�l■ill■��I■�■���■1■1■■I�i�l�l■��I■!■!■1■
l■�■'■1■;■f■'■'■I■I■1■
■1■I■!■1■1■I■�■I■J■
�mm
BORINGS —MADE BY /"P
SIGNATURE & TMY,;�-x
■

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION
USDA CLASSIFICATION
GW - Well graded gravels; gravel. sand mix
GP -Poorly graded gravels
( g - gravel
I s - sand
GM- Silty gravels: gravel -sand -silt mix
vfs -very fine sand
GC -Clayey gravels; gravel -sand -clay mix
sl -sandy loam
SW- Well graded sands: sand -gravel mix
fsI - fine sandy loam
SP -Poorly graded sands
1- loam
SM -Silty sand
gl -gravelly loam
SC -Clayey sands; sand -clay mixtures
si - silt
ML - Silts; silty, v. fine sands; sandy or clayey silt sit -silt loam
CL - Clays of low to medium plasticity
cl - clay loam
CH -Inorganic clays of high plasticity
sicl -silty clay loam
MH -Elastic silts
scl -sandy clay loam
OL-Organic silts and silty clays, low plasticity sic -silty clay
OH -Organic clays. medium to high plasticity
c -clay
1. Suitable material for embankment is available
Yee [�] No (indicate where locatedon the sketch on
mans side)
REMARKS:
2. Explain hazards requiring special attention in deaign
(seepaae. sarfna..rmk etc-)
GENERAL REMARKS:
.TT 4 f? 40¢or.J 40 6e- marl/tL (SPI
'Poor/1 Q1 raayed SosrdS i �v
%ic ,La &VAa eS'�fG `jowca�� `�' COA; lrac,4e eiv Cautw ^r
QtiM Gtoyey M-*rGrjQZ durtAt e-iGaJ4/opt/, �� S%au/a bs
24
26
ZB
27
28
29
321133 34
35E
36
37
38
391
40
41
42
43
44
046
47
48
49
50
61
rE,'
I
it
I
i
I
'

• LA.GO A SITE SOILS INVESTik....ATION
PROJECT: , . ;� • , ., , ; ... COU(�lTY: -
rv­D INVESTIGATION 6Y: - DATE:
SITE SKETCH
I �
� f 1--T
! I
� I I ► I
BORING
DEPTH
SCALE
WT j,
I -v- (;
BORING NUMBER AND PROFILE
y
I ('10"NiINGISAMPLING METHOD: � �`.,.,�-.� SIGNATURE.-

Animai aste Storage Pond and Lagv. i Closure Report
(Please type or print all Information that does not require a signature)
GenerglInfpl tion:
Name of Farm: McDaniels Farm Facility No: 82-289
e,,1,111'rer(s) Name: J.C.T., LLC
it Ir � - - � � i � - rrr r r r.� ■. � �
..wiling Address: 14191 Boykin Bridge Rd Phone No: 5910� 84 4982
- - r ■ i .�.�r• -- r. � . rrr�..•rrrrrrr.r.:r.w—.. -
Roseboro, NC 28382 County: Sampson
I�rlrrrr 14 ...rr �r I .�■-r.���Y�. �r���� � i - � � - � ■ 1* Ir - ..�w� r 1 1 � b • �
Qpemtion Description (remaining animals. Qn_IyJ:
© Please check this box If there will be no animals on this farm after lagoon closure. If there will be animals
on the site after lagoon closure, please provide the following information on the animals that will remain.
Oonflon
Type of swne
No. of Animals rype of Poultry
Q
Wean to Feeder
Q Layer
©
Feeder to Finish
3440- Q Pullets
Q
Farrow to Wean
.„
Q
Farrow to Feeder
[7
Farrow to Finish
Other type of Llvgstock
No. of Animals rype c No. of Animals
�] Dairy
Q Beef
Number of Animals:
Will the farm maintain a number of animals greater than the 21-1.0217 threshold? Yes Q No Q
Will other lagoons be in operation at this farm after this one closes? Yes © No Q
How many lagoons are left in use on this farm? 4
ame)Bob Heath of the Water Quality Section's Staff in the Division of Water Quality's
._Fayetteville Regional Office (see map on back) was contacted on
,_,,,5/15/2000„_,_+,__ (date) for notification of the pending closure of this pond ar lagoon. This notification was at
least 24 hours prior to the start of closure which began on _,,5/2212000 (date).
I verify that the above information is correct and complete. I have followed a closure plan which meets all NRCS
specifications and criteria. I realize that I will be subject to enforcement action per Article 21 of the North
Carolina General Statutes if I fail to Properiv close out the lagoon.
Name of Land Owner (Please Print): J.C.T., LLC
Signature: %,
Date: ###
The facility has followed a closure plan which meets all requirements set forth in the NRCS Technical Guide
Standard 998. The following items were completed by the owner and verified by me: all waste liquids and
sludges have been removed, all slopes have been stabilized as necessary, and vegatation established on all
disturbed areas. .w
Name of Technical Specialist (Please Print): Kra . Westerbeek
Affiliation: Mu!phy Fafms,
Address (Agency): P.O x 70. R6,seW111.Nit 2 Phone No. 910 28!
nature: AV Date: / Q
PLC -1 May 3, 1996

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) 910-433-3300
EMERGENCY MANAGEMENT SERVICES (EMS) 910-592-8996
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 910-592-7963
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 910-592-7963
COOPERATIVE EXTENSION SERVICE (CES) 910-592-7161
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 entering lagoon.
B. Runoff from waste application field -actions include. -
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all 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.
12/ 17/2007

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 Sheriff's 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: Murphy Brown, LLC
b. Contractors Address: P.O. Box 856, Warsaw, NC 28398
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: _Kraig Westerbeek
b. Phone: (910) 293 - 5330
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.
1 ? 17i2007

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

Lagoon surface —look for:
1. undesirable vegetative growth
• floating or lodged debris
Embankment —look for:
1. . settlement, cracking, or "jug" holes
2. side slope stability —slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
S. 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
,herb for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
` _.oise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your -pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing
parts or pumps. , or borrowing pumps. Probably, if your lagoon is full,
your neighbor s lagoon is full also. You should consider maintaining an inventory of spare
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parlang Iot 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:
I. adequate vegetation
2. diversion capacity
. 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
9Lve you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a sumac; 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. Draanui= into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the Iagoon during initial
tilling 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 mautaize
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 sing should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions 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 Umment. 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
g ,waterers, broken pipes and washdown through
spillage from Iealan
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Manageme=
• 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 Ievel and the maximum liquid. lever (Figure 2-1).
. Start irrigating at the earliest possible dare 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 darn or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage orvegetation,
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 darn 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:
-de of lagoon sludge buildup can be reduced by:

• proper lagoon sizing,
• mechanical solids s=aradon 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 foragela.nd; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; dredge sludge from lagoon with d1-aaline or sludge barge; berm
an area beside iagoon 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.
<egardless 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 wellbe
limited by these nutrients as well as any previous waste applications to that field and czW
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
intacL If you sue. soil material or the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the sludge can be
removed without liner injury. If the liner is damaged it must be repaired as soon as
possible. -
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus
and metal levels, as indicated by a soil test, and incorporated to reduce the chance of
erosion_ Note that if the sludge is applied to fields with very high soil -test phosphores, it
should be an only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site_
F—xtm precaution should be used to observe the wind direr ion and other conditions which
-ould increase the concern of neighbors.

Passible causes of Lagoon Failure
Lagoon failures -result in the unplanned discharge of wastewater from the structure. 1)rp=
Of falu res include leakage through the bottom or sides, overtopping, and breach of the
darn. nA �g pm� design and construction, the owner has the responsibility for
g 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. (ConsulLan ezperr in
lagoon design before placing any pipes in ems.)
• Lagoon liquid levels —high leveLs.are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface wafer flowing into the lagoon.
• Liner integrity --protect from inlerpipe 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
mollies to form in the dam. Once this damage starts, it can quickly. cause a large discharge
Of wastewater and possible dam failure.

It
Mortaliry 1�Ianagement Methods
(check whits :nethod(s) are being implemenEed)
Q Burial three feet beneath the surface of the ground within 24. hours after
lmowledge of the death. Tile burial must be at least 300 feet from anv fiov�ring
stye m or public body of artier.
U/ Rendering at a rendering plant licensed under G.S. 106-168.7
Q Complete incineration
0 "'In the case of dears poultry only: placing in a disposal pit of a size and design
approved by the Depart of Agriculture
Q Aay method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of i dead animal's value without endaa`�ring
human or animal health. (Vdmm approval. of the Stare Vetezinar M mast be
. r7�:r..- _ r::i .. '::..2• •yr' , - ': •mac i! - _ .. - _.' - ^_ ..... ... ...... .. .. ..
December 13. 1996

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source
Cause BMP's to Minimize Odor
(liquid Systems)
Rush Gutters
Accumulation of solids WRush system is designed and operated
*ently to remove accumulated
ilds from gutters as designed.
'TJ;MM
Remove bridging of accumulated solids at
discharge
Lagoons and Pits
Crusted Solids k Alaintain lagoons. setding 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
309E of surface.
Excessive Vegetative
Decaying vegetation
qAwntain vegetative control along banks of
Growth
-
lagoons and other impoundments to prevent
_
accumulation of decaying vegetative matter _
along watees edge on impourdmont's�perimeter.
.. . _
(Dry Systems)
Feeders
Feed Spillage
Design, operate and maint961aed systems (e.g.,
r
bunko,rs-and troughs) to rrd* lrviiza. >he gccur�ulation
al decaying wastage.
can up spillage on a routine basis (e.g_ 7-10 day.
Intervalduring summer; 15-30 day interval during wintai.
Feed Storage
Accumulations of feed residtas
Reduce moisture accumulq'tion- vij n and around
s.
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g.. oovered bin for .
brewer's grain and similar high moisture grain
oducts).
W Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
4nimal Holding Areas
Accumulations of animal wastes
,!)Aiminsto low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
aqui disturbence by animals is minimal.
f } aintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
li.a. inspect for and remove or break up accumulated
solids as needed).
rr
WIC —November 11, 1996

.'i
rire Handling Accumulations of animal wastes {) Remove spillage on a routine basis (e.g. 7-10 day
syste„ls interval during summer, 1 S-30 days interval during
winter) where manure is loaded for land application
or disposal.
{) Provide for adequate drainage around manure stockpUes.
() Inspect for and remove or break up accumulated wastes
in Mar stripes around stockpiles end manure handling
areas as needed.
The issues checked (i pertain to this operation. The landownertintegrator 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.
r:.:. . .
(Landowner Signature) .
• • ter- .... • - - � � • ..... � ...-_ i • _. _ _ � - :J. ... _, � �. . ♦ 1 • _ , - .. ... • _ - .....
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

Source
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Cause
i3MP's to Minimize Odor
Farmstead Swine production KVegotative or wooded buffers;
PXecommended best management
?ractices;
,,OJ Good judgment and common sense
Animal body surfaces Dirty manure -covered animals ( ) Dry floors
Floor surfaces Wet manure -covered floors d4"Slotted floors;
(�aterers located over slotted floors;
odors at high and of solid floors;
Scrape manure buildup from floors;
( ) Underfloor ventilation for drying
Manure collection pits Urine ( requent manure removal by flush,pit
reecherge,or scrape
PAdtal micorbiai decompositias V A7nderfloor ventilation
Ventilation exhaust tans Volatile gases; �V Fen maintenance;
-L• .�� -err ... _.� �-..y..........-_.... � .. r ...... .. ., .
Dula
cierrt a lrin6VetRf tif.
•litdooc "surfscifs'• .
• .
r �. - .:fir ..
dsh!down� b�fWeerl sjf:enrmi`� • .. _ . -
c:.
t Feed addMve7f;�,
(1 Feeder covers;
( f aid iieli*ry-dow,ffs ijUt'eWeindiDm to - - -
`
feeder covers*
... ...
�
........... .. ..
ns . _...
Agitation of recydod lagoon ,_
(•) Rush •tank covets , ... _ ,. ..... , .. _ .....
Iic�'d whiles tanks are• fiWmg
t ) Extend ftll tines to near bottom of .. _
tanks with anti-si�h�+r
Flush BUOYS
Agitaudn.dutit g Iffomwemer
% Underfloor flush w th undetrfiaor �:.. .,;�j _ • .
...
cortveyanahCo.
. ve�4latiQn - .
Pit recharge points.
Agitation of recycled lagoon
{) Extend- rechard `lines to near bottom of
liquid while pits are filling
pits with anti -siphon vents
Lift stations
Agitation during sump tank fiili"ins
( ) Sump tank covers
and drawdown-
Outside drain collection
Agitation during wastewater
( ) Box covers
or junction boxes
conveyance
End of drainpipes at lagoon
Agitation dunng wastewater
( ) Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces
Volatile gas emissions
f roper lagoon liquid capacity
Biological mixing _
Correct lagoon startup procedures
Agitation
imum surface area -to -volume ratio
Minimum agitation when pumping
() Mechanical aeration
{) Proven biological additives
Irrigation sprinkler nozzles
High pressure agitation
Irrigate an dry days with little or no wind
Wind draft
--i1fKnimum recommended operation pressure
"
SAmp intake near lagoon liquid surface
( ) Pump from second -stage lagoon
AMOC-November 11. 1996

It
tank or basin
Partial microbial decomposition
{) Bottom or midlevel loading
Mixing while filling
() Tank covers
Agitation when emptying
{) Basin surface mats of solids
() Proven biological additives or oxidants
Settling basin surface
Partial micobial decomposition
() Extend drainpipe outlets underneath liquid
Mixing while filling
level
Agitation when emptying
() Remove settled solids regularly
Manure, slurry or sludge
Agitation when spreading
() Soil injection of slurry/sludges
spreader outlets
Volatile gas emissions
() Wash residual manure from spreader after use
() Proven biological additives or oxidants
Uncovered manure, slurry
Volatile gas emissions while drying
() Soil infection of slurry/sludges
or sludge on field surfaces
{) Soil incorporation within 48 hours
:4
() Spread in ttdn uniform layers for rapid drying
() Proven biological additives or oxidants
Dead animals Carcass decomposition roper disposition of carcasses
Dead anima! disposal Carcass decomposition vlew plete covering of carcasses in burial pits
C( 41rcper location/construction of disposal pits
pits
Incinereto...rs Incomplete combustion stack burners , _..._ ..._ _._ .._.. _...._...
_ • :A
Standing water around Improper'drainagel Grade and landscape suctr1h9t-water
faciiitlas Microbial decocr. osition of away from faef'rties
, -, ._ .
organic matter
•ro tracked o:mo pub is Poorly maintained .access roads Farm access road maintenance
Tom farm access
Adc"fonal Infom o�
Available From:
Swicid Maruire Mah a 6rnent; 0200 Rule/BMP Packet _ NCSt EMeosion: canter
Swine Production Farm Potential Odor Sources and Rernedias. EBAE Fact Sheet _
NCSU-BAE. �• , .
Swine Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88
NCSU-,BAE
Swine Production FaaTity Manure Management: Underfloor Ruse —Lagoon Treatment; EBAE 129-88
NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
NCSU-BAE
Calibration of Mamwe and Wastewater Application EquipnwM EBAE Fact Sheet
NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU-Swine Extension
Environmental Assuranc Program: NPPC Manual
NC Pork Produces Assoc
Options for Managing Odor, a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
Florida Cooperative Extension
The issues checked ( ) 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 Managment Practices have been reviewed with me.
(Landowner Signature)
AMOC—November 11, 1996