820008_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for A imal Waste Management Systems Will
expire- As required by these permits, n
facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180days prior to their expiration date. Therefore, all applications
must be received by the Division Of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please veri
APPlication must be signed and dated by the Permiftee. fy all i"formation and make any necessarY corrections below.
I. Farm Number: 82-0008
2. Facility Name: Shady Branch Fams-LI-C Ouwhiffle
3. Landowner's Name (same as on the Waste Management Plan):
4. Landowner's Mailing Address: 100 _Lake Dr
City: Clinton
State:
Telephone Number: 910-284-2061 Ext. E-mail:
5. Facility's Physical Address: 941-A E Ma -Lisbon Rd
City: Harrells
State:
6. County where Facility is located: Sami)son
7- Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Th2djy_��
11. Lessee's Name (if there is not a Lessee, write "None"):
Certificate Of Coverage Number: �&WS820008
NC Zip: 28328
NC Zip: 28444
Y_-�Vhy-Brown LLC
Phone No.. 21-0-305-7537 OIC #: 22984
12. Indicate animal Operation type and number:
Current Permit: Operations Type
--------- :_� A] lowable count
swine - Wean to Feeder—
Qntmgmhmm 15,600
Nmim
Cattle
Wean to Finish
Dairy Calf
Rr-y- Loultr
QLh�
Wean to Feeder
Dairy Heifer
Non Laying Chickens
Horses - Horses
Farrow to Finish
Milk Cow
Laying Chickens
Horses - Other
Feeder to Finish
Dry Cow
Pullets
Sheep- Sheep
Farrow to Wean
Beef Stocker Calf
Turkeys
Sheep - Other
Farrow to Feeder
BeefFeeder
Turkey Pullet
Boar/Stud
Beef Broad Cow
Gifts
Other
MALO—Ulta
Other
Non Laying Pullet
Layers
-'s4VM%o,7;aj1V�3
T 0 , V_ I. .
APR 9 3 ?P19
wowauuft
Rommemtonssedon

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type
Structure Date (Clay, Synthetic,
Estimated
Design Freebo
Name Built Unknown)
Capacity
Surface Area
"Redline"
(Cubic Feet)
(Square Feet)
(Inches)
90
2
�2
3
'V
4
5
1.71
541
542
19.50
543
19.50
544
19.50
545
19.50
546
19.50
6
19. so
/f. f
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this
as required by NC General Statutes 143-215.10C(d)
completed and signed application
to the address below.
The CAWMP must include the following components:
I - The most recen Waste Utilization Plan (WUp), signed by the o vner and containing:
telds (e.g. irrigation, injection, etc.)
a. The method by which waste is applied to the disposal f
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If Your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. comPosting, digesters, waste transfers, etc.)
As a second Option to malling paper copies of the application package, you can scan and em" one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Offi,ial (Landowner, Of if multiple Landowners all landowners should sign, If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: 6f 'Cc of e- 6-'VP
i erlj)�'5 . L11— Title: 01,-pq
Signature: �p
69�� Date: 3- 13
Name: Title:
Signature:
Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

a
WASTE UTILIZATION PLAN
Thursday, May 30, 2013
Producer: Shady Branch Properties, LLC
Farm Name: Quwhiffle Nurseries 82-8
100 Lake Drive
Clinton,NC 28328
Telephone # [phone]
Type of Operation : Wean to Feeder Swine
Number of Animals : 15600 pigs design capacity
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
the fertilizer value of the waste and to ensure that it is applied in an environmentally s a i
Several factors are important in implementing your waste utilization plan in order to rn xim ze
manner. Always apply waste based on the needs of the crop to be grown and the nu afe
Do not apply more nitrogen than the crop can utilize. Soil types are
contents of the waste. trient
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
Pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis report
from your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page I of 10

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
16600 pigs X .4 tons wastelpigs/year = 6240 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
15600 pigs X .34 Ibs PAN/pigslyear = 5304 PAN/year
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE I ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE &CLASS-
CROP
YIELD
LBS AW
COMM
ACRES
LBS AW APPLIC.
DETERMINING PHASE
CODE
N/ACRE
NIACRE
USED TIME
99999
999
�BLANTON 0-5%
!BLANTON 0-5%
c
59
- 70.21
0
18-71
MAR-JUN
9
0-5%
w
SB
34
77.18
-81.06
0
18.71
14131T, SEP-APR
99999
!BLANTON Y-Eil.
21'
15-82'APR-SEP - 15
10342
15-16
!BLANTON 0-5%
WA
50
01
9351 SEP-A`RP­
10342
16-16
0-5%
C
_W___S4
—01
6.221436.
—6.22
'061 MAR-JUN
_480.06-
342
15-16
iBLANTON
;BLANTON 0-5%
sa
77.18
-
S­EP-_AP_JR_
10342
-
15 16
Koi4iON —0-5-%-
21
51-05
6-
6�2_2
504.193�APR-SEP 15
8175
17-18
�NORFOLK 0-2%
c
50
0
6.22
311! SEP-ARP
- "MA_R_-J`UN
8175
17-18
NORF'OL'KO-2%-
W
115'
131.1'
0
9.13
1196.94-
8175
17-18
_1hORF0
_6K 0-2%
SB
60
125.4
0
9.13
1144.90' SEP-APR
8175
17-18
INORFOLKO-2%
WA
35
137.2
0
9.13
1252.64 APR-SEP 15
50
0
9.1 4
456.5 SEP-ARP
i6TALS:
-5-494.98 - __
— Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2 of 10

TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
- Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES I and 2 above:
CROPCODE CROP UNITS
LBS N/UNIT
Ic CORN
BUSHELS
1.25
S13 SOYBEANS BUSHELS
4
;w WHEAT dLJSHELS
rw-- - —'wl4ffAT
--
rWA WINTER
�- ANNUALS AC
-
100
RSCEWM NXCZ=,2VDWR
APR 0 3 2019
waWGUSIRY
Regional Operations SectiOn
Page 3 of 10

TOTALS FROM TABLES I AND 2
ACRES LBS AW
N USED
TABLE 1 34.051_ 6,495
TOTALS: 34.05: 6,495
AMOUNT OF N PRODUCED: 5,304
***BALANCE -191
*** This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due to equipment limitations. Actual total acres in
the fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 1185.6 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 1.58 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
TRACT
FIELD
SOIL TYPE
10342
-15-16
BLANTON 0-5%
10342
*15-16
BLANTON 0-5%
I ffio 3��4 2:
*15-16
. B . LANTON 0-5%
10342
*'15-16
BLANTON 0-5%
'17'
-17-18
---
*17-18
NORFOLK 0-2%
�6-R
-�61-1< 0-29/6
�81 75
1
�8 L1715
*17-18
NORFOLK 0-2%
118175
*17-18
NORFOLK 0-2%
ff, 9999
-1
BLANTON 0-5%
1199999
*1
BLANTON 0-5%
11199999
*1
BLANTON 0-5%
11999 .9. 9
*1
BLANTON 0-5%
APPLICATION
APPLICATION
CROP
RATE (In/hr)
AIVIT (inches)
WA
0.75
w
0.75
s B----
0.75
C
0.75
j
WA
0.50
w
0.50
SB
c
0.50
WA
0.75
W
0.75
SB
0.75
C
1 0.75
Page 4 of 10

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SWiNE FARM WASTE MANAGEMEN7 0DOR CONTROL CHECKLIST
14--firce
Cause
BMP's to Minimize Odor Site Specific Practices
Farmstead
Swine production
MoVegeranve or wooded buffers:
k.A.commencled best management
practices;
judgment and common sense
Animal body surfacems
Dirty manure-coverad animals
DrV floors
Roar surfaces
Wet manure -covered floors
(a4ctted floors;
LYJ�faterors located over slotted floors;
"odors at high end of solid floors;
VIS'crape manure buildup from floors;
Underfloor ventilation for drying
Manure collection phs
Urine
. -requent manure removal by flush,pil
recharge.or scrape
Parital micorbial decomposition
Underfloor ventilation
Ventilation exhaust fam
Volatile gases'.
z 'VE maintenance;
r';Dust
XE cienr air movement
Indoor surfaces
I/Wash-down between groups of animals
Feed additives;
Feeder covers;
Feed delivery downspout extenders to
feeder covers
F -enks
Agitation of recycled lagoon
Flush tank covers
liquid whiles tanks are filling
Extend fill lines to near bottom of
tanks with anti -siphon vents
lush alloys
Agitation during wastewater
Underfloor flush with undertloor
conveyananca
ventilation
Pit recharge points
Agftation of recycled lagoon
Extend rachard lines to near bottom at
liquid while pits are ni Ung
pits with anti -siphon vents
ift stations
Agitation during sump tank filling
Sump tank covers
and drawdown
)utside drain collection
Agitation during wastewater
Box covers
ir junction boxes
conveyance .
nd of drainpipes art lagoon
Agiurion during wastewater
Extend discharge Point of Pipes
underneath lagoon liquid level
agoon surfaces
Volartile gas emissions
L'�,P . raper lagoon liquid capacity
Biological rnixing
K�,darrecz lagoon startup procedures
Agftmtion
() Minimum surface area-lo-volume r"o
kk4r&imurn agitation when pumping
Mechanical aeration
Proven biological additives
garion sprinkler na=dm
High Pressure agitation
UAtrigare an cry days with little or no wind
Wind draft
UeMnimum recommended operation pressure
N��mp intake near lagoon liquid surface
Pump from second -stage lagoon
11 . 199 6

'age lank or basin
"—,ace
Settling basin surface
Manure. slurry or sludge
spreader outlets
Uncovered manure, slurry
or sludge on field surfaces
Dead animals
Dead animal disposal
Dirs
Partial microbial d&COMPOsition
Mixing while filling
Agitation when emptying
Partial micabial decomPosWon
Mixing while filling
Agitation when emptying
Agitation when spreading
Volatile gat emissions
ElotTorn or midlevel loading
Tank covers
Basin surface mate of solids
Proven biological additives or oxidants
Exxond drainpipe outlets underneath —Iiquid
level
ROMOvO settled solids regularly
Sail injection of siurry/siudges
Wash residual manure from spreader after use
Proven biological additives of oxidants
Volatile gas emissions while drying Sail infection Of siurry/sludges
Soil incOrPOrietion within 48 hours
Spread in tWn uniform layers for rapid drying
Proven biological additives or oxidants
Carcass decomposition Proper disposition of carcasses
Carcass decomposition �z Complete covering of carcasses in burial pits
Proper location/consrruction of disposal pits
IFICiMerstars Incomplete combustion ( ) Secondary stack burners
Standing water around Improper drainage (V.,erade and landscape such that water drains
,acifiries Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poony maintained access roads
.1 Im farm access mr--� 8000SS road maintenance
;dditional Information:
Available Fam:
3 wine Manure Management; 0200 Rule/BMp Packet
;wine Production FaIrn Potential Odor Sources and Re... ies, EBAE Fact Sheet NCSU-Caunty Evtonsion Canter
NCSU-SAE
wine Production FacllirY Manure Management: Pit ROchsrge--Lagoon Treatment; EBAE 128-88 NCSU-BAE
wine Production Facility Manure Management. Undartiaor Fluse—Lagoon Treatment; EBAE 12.9-82 NCSLLBAE
agoon Desig and Management for UYestack Manure Treatment and Storage; EBAE 103-83 NCSU-aAE
alibration of Manure and Wastewater Application Equipment; EBAE Fact: Shoot
ontrolling Odors from Swine Buildings; PIH-33 NCSU43AE
ivironmentall Assurano Program: NPPC Manual NCSU-Swine Extension
)tions for Managing Odor7 a report from the Swine Odor Task Force NC Park. Produces Assoc
NCSU Agri Communications
jisance Concerns in Animal Manure Management- Odors and Fiies, PRO107. 1995 Conference Proceedings Rorida CQOP@rardve Extension
ie issues checked ( ) PerMin to this operabon. The Ian downer/in-regrator agrees to use sound judgment in applying
or conTrol measures as Practical.
arrify the aforemeftoned odor control Be— &A— M — .
�w W116 1721
)C—NOvember 11, 1996

1,W6
INSECT CONTROL CHECKLIST FOR ANIMAL OPERA-nONS
Source Cause
BMP's to Minimize Odor Site Soeeffic Practices
(Liquid Systems)
Flush Guixers Accurnulation of solids
UAu-sh system is daisigned and oper-.tod
Sufficiently to remove accumulated
solids from gutters as designed.
Remove bridging at accumulated solids at
discharge
Lagoons and Pits Qvxted Solids
"aintain lagoons, set -ding basins and
pits where post brooding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Vegetative 00081,0ing vegetation
(,�ainraln vegetative control along banks of
G ro wth
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge cry imocundment's perimeter.
(Dry Systems)
Feeders Food Spillage
Design, operate anc maintain feed systems (e.g,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 16-30 day interval during winter).
Feed Storage Accumulations of feed residues
Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as neWad.
Animal Holding Are= Accumulations of arimal wastes
Eliminate low area that trap moisture along fences
and feed wastage
and other locations where waste accumulates and
and disturbance by ariimails is minimal.
Maintain fence rows and filter strips around arimal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
14- Wivernber 11, 1996

y Manure Handling Acournulations of anknal wastes Remove spillage an a routine basis (e.g. 7.10 day
Svstems interval during summer, 15-30 days interval during
winter) where manure is loaded for land application
or dispoeW.
Provide for adequate drainage around nianure stockpiles
InsPear for and remove or break up accunwkrtad
in Mter sruipes; around stockpiles and marwre hwmdft
arwm as needed.
The issues checked permin to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I cerrify the aforemerrdoned insect control Best Management- Practices have been reviewed with me-
2:
:or more information conu=-the cooperative Extension Service. Department of Entomology, Box 76 7 3,, North Carolina Stem University, Raleigh, NC
:7695-7613.
mc—Nov.mbe. 11. 1996

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGEMENT SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) �910)592-7963
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [phone]
COOPERATIVE EXTENSION SERVICE (CES) [phone]
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 �n 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.
G) Have a professional evaluate the condition of the side walls and the lagoon bottom as
soon as possible.
12/12/2007

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, and 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 undertaken 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.
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: Kraiq 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.
12/12/2007

Version —November 26,2018
fiortality Management Methods
Indicate which method(s) will be implemented.
When s, lectin multiple methods indicate a primary versus secondary option.
Metho I o er than those listed must be approved by the State Veterinarian.
Primary Secondary Rouflne Mortality
Burial th ree feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G-S 106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
LanIll at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200
Rendlering at a rendering plant licensed under G.S. 106-168.7.
F-1 F-1 Complete incineration according to 02 NCAC 52C .0102.
A co Posting system approved and permitted by the NC Department of Agriculture & Con-
sumeT Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additibnal requirements must be met and a permit is required from NC DEQ.
In the, case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Wriften approval by the State Veterinarian must be attached).
71 Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also r commended for all animal operations. This plan outlines farm -specific mortality man-
ag :nt: methods to be used for mass mortality. The NCDA&CS Veterinary Division sup -
I
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
woen numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Bu I rial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
DMsion regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
we ste management system permit).
• In -.he event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
- 1!";�4 . I ' �erl�U
6�a�Sig�nature of �Farm Owner/Manager
4-
Signature of Technical Specialist
J_/3— r �
Date
Date

I
Grower: QUVAflftle #1 Designed [�y: I -,, Ul
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 03/05/091
... .. . . GllLl!'jiy: Sampson Sheet 1 of 7
Vvear:
n i s h! i -j 3v:
7�r-c�iv "c �e a cl
F a": "'v va Fi is I-,
�.Om"e Period':
.14 Hr
E-,"Cesc Ev .Z�p
Is Lagoon Designsa as an --
------------
Does OperstOr Ylianc Ernje:gan��,V
VVas T'nis Deslor, Built !:o�
------
Drain 1'1;c- Req'd "G UA-4�er S& 'j.'!,
SlfPeL:
inside ToP Langth:
inside Too VVidih:
Top of Dike
E r�t
A Boflonn Eievabo'c
Sl.ar� Purcip EleV8dulY
4 01. �:' 2
' Aor
IM."i I
u I i
.5 Towil ry
ll."equirad Lira,, i
(ir r
vX:
0 Ft
:viruo)h,v-L3;'()V,M, LLC E-779,"06'�wl.`I�

G'F6 w & r: UuWlffl& *i
Address: PO Box 856
Warsaw, NC 28398
County: Sampson
OR P" S E V 0 L U I Vi FE.*
bes�ijihed 8y:
Checked By:
Date:
Sheet 2 ot 7
ACTUk-L DEbIGN VOLUME C;Ai. GUVATOMS
kBW
DSE
03/05/09
LAGC)OH '-�YA( E4kKtr=- VQ LU fill a"CZ
tow
Efe v a t i o n IN'F T.
Pllca (C-F
lnr.r. Iv'ol.
1. vol, �Cu. FT�
e'-' 53 6
39,00
`96
';380
'80
41.00
9,586
5 'Al
4.2.00
'11,424
If MOO
43.00
'i 2,744
12,03/4,
0
44.00
14 6
3, A -/, 0
r0i-i 7 4 0
45.00
600
14 8 6 8
774E:1608
41-6.00
17, 136
16,368
22, 9 _7 6
47.00
'i8,7zk4-
17,940
f ", 9,1 F"
48.00
"i" 0,41 2 4
19,5&"
3 61; E 00,
49.00
22,176
21,300
ISIXG
50.00
24,000
23-4,088
1174�888
These voiume3 vvere- calcuilaied usinp the varitical aysra�qpi en.ij ,�irea i-r..e*,,'.m-kd..
TO-l"AL RECDC', 'VOL
26,048
CF
C (i hii U LAMVE
',"/ 0 L. .1.-Z.ONE
VOL.
120A6�,[
END PUNAP = = = =
-46.40
FT
-i 00,152 C'-F
TF,'Kf�
00, 152
12 S. A - 0'
START PUMP
S
4&29
F T
36,6 7 C. if-
- '-
TEK, -i
3-6,525
-10,62%j
ViAX STOR.'AIGO'E
-11119J,00
F T
10 �Jflj
3-
-T
S 2
Murpi-q-Browa, LLC iffilgilieenno, f:'-0 ila% jvC -98300 1�"-foj

Grower: QuwiMe'#I
Address: PO Box 856
Warsaw, N'j 28398
MINIMUM RE� UIRED
VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Tql5 e­
rl�Nurse
Capa city
ALVv
���6Fn_aT
. r v
Mean to Finish
433
[Farrow to finish
1,.41
0
400
Designed by; KBW
Checked By: DSE
Date: 03105/09
Sheet 3 of 7
(cu.rt./lbI_
1.00
78,000
1.00
1.00
0
1.00
0
1.00
0
0
Volume:
1):Eiiiil Toe
Capacity
ALVv
(r rt./l
a
Nlut set
ean to Finish
0
115
0.00
0
0.00
0.00
F�
0.00
Farroj,A to �,Jr,j!�,h
0.00
Scars
tNean i.o
F'�_ITCAA! I'Z Vv*E'��I�;.Iz
F-;:; fl Sh
L k.
e6h VY�3ter:
0.00
VJ'aarl ".3
"i
0.00
Fird sn 11". 0'
Farrov-i .0
J-,
�"Xi 0'.."'u' �e&J45'"
0
0

6rower: &�!Mel#1
-b��'�gned By: KBkAl
Address: PO Box 856
Checked By: DSE
Warsaw, l\JC 28398
Date: 03/05/09
County: Sampson
Snab 4 of 7
RaWN in Wass NEwapusbor.
6.� �L.ag
"�cn S! -,*a.r-�-, ;-asas 'hwage P ca, FeW
ly
Vdn R4X0 soh s4Q 7 V 02 yj-'�
TnSt R.OuTed Q�LMW LAMM HIM16L W Eva"
'F
Wa -Wa Ywaos Krew)".051, l2sn.,
ion. i u
1,04 0050 sill - 0 Sq it? - 7.6 in. W in .1,
0
heavy MY Stuage.
WMLS90W toot wa w AW Namaga 0 rew wasiv
0
400 12006 sq, , 3 20� - I G ;n i 2 ka
age
1MU IOU P"I
eiet 't -Sioi, &(go-.
0"i'lar.uce Prod, Excess 10% Was R7, E--Xcess w0word You elunw)
0: T"
10. k 'iga
%low (0-j"
My& MuMeD
IV-__

'IT"
Grower:
Addres, PC) Box 856
Warsaw, N(! 28398
YAGOONIMC!q SUMMARY.
'�rir) ct O,its, Eievakn
Top ot 25va 1 Am Morro Swags
TOP ci., �'Heavy.Rai!'-` Sio;-age
SMa Pump EMAci-,
End Pufrip
Ala of Swage Stooge
gh ',A�,rai&[-i;at);c- KD�vi�
FhAhed Mom 1��Ievagon
indde Top Lengih
Mae Top Own
Swe Slopes
Laqo...;n Suriace P.rea
Min. Liner TMCKness (4 reqw%.ci,
Freaboard. Deptr:
Ternporary Slbu'acge PKiod
T i e3W-ieni / 3iuorps
Terl-"Pol-ary sior-�;qe
Freeboard I ��-wrrn Ion.e
Taf.-al L2Q0Qr.. D6jA7--.
V M L! t5,i
Designed By: KEW
ckesedBy OSE
Dal: 03MS19
Shea! 5 6 7
T'
Hot Ay"Saw
41
a out IF:
a. F-
A C

PC
6, V
Fil'A k.... 1. N
77
I t I ft
I F L

I
Grower: Qu ! fie
Address: PO Box 856
Warsaw, NC 28398
Couniv: Sampson
1- r_"� VC, I
:-la-cursi Reso�:"ces Conse;-va,--ion sarv�3r-- Ll.
1-;i C T E: S ac- a�l- tcache'a, VY a S el" Ls'u';:�F 1 1; S I,
Designed By;
--,C)MIviErl TS�
This cias[Qn 1-� u!posle of Stant anO SIC[.j �)urilp Sle'.��Nicns E,!-,rC :u snc-iV 112
onginal C'el 61 icaalocl "Ai't;6 fai rn.
Herman Riqq��
LL—"
Eoghi�5�-;iw-,rp
P
". Oo,,.'
�2,5'5,
Vtle,�- avw
KbW
I

Desiqf lod fly:
Address:
Checked By:
Date:
12/22/08
Sheet 1 of 7
ANAEROPIC �VASTE LAGOON DESIGN
FARM INFORMATION
Nursery:
Hd.
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
Days
25 Yr. / 24 Hr Storm Event
In.
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
In.
Additional Water Usage:
Additional Drainage Area:
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(Y/N)
Does Operator Want Emergency Spillway?
(Y/N) ------------
Was This Design Built Prior to Sept. (Y/N) ------------
Is Drain Tile Req'd to Lower SHWT?
(Y/N)
Seasonal High Water Table Elev:
Freeboard .-
Ft.
Emergency Spillway Flow Depth:
Side Slopes:
:1 (H:V)
Inside Top Length:
Ft.
Inside Top Width:
Ft.
Top of Dike Elevation:
Depth
Ft.
Finished Bottom Elevation:
12.00 Ft�
Ft.
Start Pump Elevation:
20.52 In.
Ft.
Stop Pump Elevation:
43.2 In.
Ft.
LAGOON VOLUME REQUIRED VOL.
DESIGN VOLUMES
% REQ'D.
Storm Stor= 15000 (Cu.Ft.)
15,123 (Cu.Ft.)
100.82%
Temporary = 33048 (Cu.Ft.)
36,525 (Cu.Ft.)
110.52%
Permanent = 91000 (Cu.Ft.)
100,152 (Cu.Ft.)
110.06%
Total Volume 139,048 (Cu.Ft.)
151,800 (Cu.Ft.)
109,17%
1/2 Treatment Volume
45,500 (Cu.Ft.)
112 Treatment Volume Elevation
42.47 Ft.
78.33
1 n.
90 Tei�il;q,r;tr�/ Storaqe Volume Elevation
46.12 Ft.
34.55
In.
Min. Required Liner Thickness
1.8
Ft.
Lagoon Surface Area: (inside TOD)
24,000
S.F.
I
Murphy -Brown, LLC Engineering P.O. Box 856. Warsaw, NC 28398 [phone]

Urower: Quwiffle Nursery #2 Designed by:
Address: 100 Lake Dr. Checked By:
Clinton, NC 28328 Date:
County. Sampson Sheet 2 of 7
T bf 11114", D. E'S i CC� R,
Sz"'S:E V"-)LU'FVH2'
C
KbW
DSE
12122/08
E f vav a t i c lh- 7'.
krea (SF�
3 r-I 0
8; �S(34-
7, 81 9 C-1
3 9, a (Ij
40.00
;0" 7 6
1� a
1 .100
-3 2 t;J
2. 0 G',
'[2,
3 3 "K
4100
.36
i3 � w
4"
44.00
1 15 6 C. G
4 5. 0 0
1 3P
46.00
7,0, 1. t�
47.00
2" & 4 21" 4
1 C" 6 8
jj;r n
48.00
22.1 716
6 !.80c"'
9. 0 10
2A.000
These vo;urnes: vvere caiculateo, '-!S-iI:5Cx'-ih6
vef-�Lica! 8verC-;----'j5 renc;
TOTAL R`-"CVOL
139 ("0 8
T
-
END PUMP
Z'
'00,0 �52
ST/I.RT PUMP
7. 22 9
5,
MIA)," S-F'O'Ri-�GE
4 8.0 0 P:T
C.
.'w)
LLG Encpnoonop �:'. C' 80;c Or 26

I
Designed By: KBW
'j') Checked By: DSE
Date: 12/22/08
Shoot 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storaoe
On "l-4 'r 0 X/ I
Type
Capacity
ALVv icu.kilb)
2,600 F-
1.00
1.00
3 1
1.00
'l.00
jAhlrn-all"v e
0.00
0.00
F in s I-, I n'
Al'
lype
u 1-2-6 1, v
S. r (-J�v (u
io
3'j
i SiTovv 10 k. 8 v I
P:� j'jL" kV j'L)
s-
%; !%
r �7 i ,, f."
-.7
0
I
c.

Grower:
Quwifile Nursery #2
D'esigne'd By"':
KBW
Address:
100 Lake Dr,
Checked By:
OSE
Clinton, NC 28328
Date:
12/22/08
County:
Sampson
Sheet 4 of 7
E-�l kjl, �E
F,- V,.! i-, alni nd
z. 1
A
tc- -7� %',A,�
-3 d.-j
P
D. 04, i

6rower: Quwlffle Nursery #2
Address: 100 Lake Dr.
Clinton, NC 28328
county: Sampson
LAGOON UESIGN SUMMARY
p 01 24 H,
I-Cp 0-1
C.Zart Fill"t"
insicie Toit"
!i-isic,a'Top Vvi6ir
S I d 8 S; C. p
L9C
�JOOI
IViirl. Linrv� Th:CK.rIE'S6,"i ie�L i.e.";
':�reeboafd Deptir,
7
Temporary
0. C. Q a
T S i-o; j� -f;-j
Designed By; KBVV
Checked By: DSE
DaZe: 12/22/08
ShGe'% 5 ol 7
U

Checke(DSE
Date: 12/22/08
Sheet 6 of 7

7-
6rower; QUWI-ffle Nursery #2 de, signed By: l"%BVq
Address: 100 Lake Dr. Checked By: DSE
Clinton, NC 28328 Date: 12/22/08
couwy Sheet 7 of 7
[IJF; EI, T-S7.
4'It L
iL
J1 Icil

(jrower: uuwittie #3
Address: PO Box 856
Warsaw, NC 28398
Countv: SarnDson
)esigned By: KBW
Checked By: DSE
Date: 12122/08
Sheet 1 of 7
ANAEROBIC. WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: - — --- — -----------
2600 Hd.
Wean to Finish: -------------------
0
Finishing: -------------------
0
Farrow to weanllng: --------------------
0
Farrow to feeder: -------------------
0
Farrow to finish: -------------------
0
Boars: -------------------
0
Storage Period: -------------------
180 Days
25 Yr. 124 Hr Storm Event -------------------
7.5 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) ------------
N
Does Operator Want Emergency Spillway?
(YIN) ------------
N
Was This Design Built Prior to Sept. 1996?ie1#/1-0 (YIN) ------------
y
Is Drain Tile Req'd to Lower SHWT?
(YIN) ------------
N
Seasonal High Water Table Elev: ---------------------
0.00
Freeboard: -------------------
1.0
Ft.
Emergency Spillway Flow Depth:
Side Slopes: ----- ---------------
3
:1 (H:V)
Inside Top Length:
120.0
Ft.
Inside Top Width:
205.0
Ft.
Top of Dike Elevation: --------
Depth
50.00
Ft.
Finished Bottom Elevation: I -------------
12.00 Ft.
38.00
Ft.
Start Pump Elevation: ------------ - --
20.52 In.
48.29
Ft.
Stop Pump Elevation: -----------------
43.2 In.
46.40
Ft.
LAGOON VOLUME REQUIRED VOL.
DESIGN VOLUMES
% REOV.
Storm Stor= 15375 (Cu.Ft.)
16,453 (Cu.Ft.)
100.51%
Temporary = 33398 (CuXt.)
37,206 (Cu.Ft.)
111.40%
Permanent = 78000 (Cu.Ft.)
99,306 (Cu.Ft.)
127.32%
Total Volume = 126,773 (Cu.Ft.)
151,965 (Cu.Ft.)
119.87%
1/2 Treatment Volume
1/2 Treatment Volume Elevation
90 Temporary Storage Volume Elevation
Min. Required Liner Thickness ----------------------
Lagoon Surface Area: (Inside TOD) ---- — -------------
39,000 (Cu.Ft.)
43.99 Ft.
47.12 Ft.
Murphy -Brown, LLC Englnear;ng P.O. Box 856, Warsaw. NC 283,98
72.16 In.
34.51 In.
1.8 Ft.
24,600 S.F.
[phone]

urower: uywittie;t3 L)esignea by: KbVV
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
q2�Lnt� Sampson Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: [_=Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.
Area � SF
Incr. VoLiCu. FTJ
Cumul. Vol. (Cu. FT)
38.00
6,384
0
39.00
7,506
6,945
6,945
40.00
8,700
8,103
15,048
41.00
9,966
9,333
24,381
42.00
11,304
10,635
35,016
43.00
12,714
12,009
47,025
44.00
14,196
13,455
60,480
45.00
15,750
14,973
75,453
46.00
17,376
16,563
92,016
47.00
19,074
18,225
110,241
48.00
20,844
19,959
130,200
49.00
22,686
21,765
151,965
60.00
24,600
23,643
175,608
These volumes were calculated usin
TOTAL REQD VOL
126,773
CIF
END PUMP=
46.40
FT
START PUMP
48.29
FT
MAXSTORAGE
49.00
FT
the vertical average end area method.
CUMULATIVE VOL. ZONE VOL
99,306 CIF TR'MT 99,306
136,512 CF TEMP 37,206
151,965 CF STORM� 15,453
119.87%
127.32%
111.40%
100.51%
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

Grower: Quwiffle #3
Address: PO Box 856
Warsaw, NC 28398
County: Sampson
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Stora-ge:
Required Treatment Volume:
Designed By: KBW
Checked By: DSE
Date: 12/22/08
Sheet 3 of 7
�Imal Ty�pe CapaciFy ALW (cu.ft.fib) Tote I
FN—n
Nursery
2,600
30
1.00
78,000
Wean to Finish
0
115
1.00
0
Finishing
0
135
1.00
0
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
Boars
0
400
1.00
Total Required Treatment volume (CU. TI.)=
Sludge Storage Volume:
I Q,VVV
Animal Type Capacity ALW. __� (cu.ft./lb) �-ota I
Nursery
2.600
30
0.00
0
Wean to Finish
0
115
0.00
0-
Finishing
0
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
Farrow to finish
0
0
522
1,417
0.00
0.00
0
0
-goars
400
0.000
Total Requirea bivage tnoragevolurne �ruu- uq�
Temporary Storage Volume:
Manure Production:
An pe Caaci'y Sto. Period 0.1day) i otal
ima'T'p
u 142,480
0
Nursery 2,600 180 0.30
2600 0...
Wean -to Finish 0 180 1.17 0
q3
Finishing
0
180
1.37
0
Farrow to weanli�q 0
ISO
4.39
0
Farrow to feeder 0
180
5.30
0
180 14.38=
Farro v to finish 0
Boars
0
180 4.06 0
Total Manure Production
(gals.)m 142,480
Total Manure Production
(cu.ft.)= 19,048
Excess Fresh Water:
I Type
Nursery
Wean to Finish
Finishing
Farrow to weanling
-arrow to feeder
Farrow to finish
Boars
LL
Capacity' to. Perioc
2,600
180
0
180
0
0
0
0
180
180
180
180
180
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
P. O.'Box 856, Warsaw NC 2K
ay) I o1al
0.00
0
0.00
0
0.00
0
0.00
0
0110
0.00
400
0.00
0
0
[phone]

Grower: Quwiffle #3 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
County: Sampson Sheet 4 of 7
Temporary Storage Volume: Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12!n,/ft
Vol.= (24600 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 14,350
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * 25Yr./24Hr. Storm(in) / 121n./ft.
Vol.= (24600 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 15,376
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (24600 sq.ft + 0 sq.ft.) * 0.0 in. /12 in. /ft.
Total Required Volume for "Heavy Rain" (cuft) = 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')= 15,375 (CU.FT)
Total Required Temporary Storage
(Manure Prod + Excess Fr. Water + Rainfall Excess + Additional Water Storage) 33,398 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) 78,000 (CU.FT)
LLC
TOTAL REQUIRED VOLUME = 126773 (CU.FT-)
P- 0. Box 856, Warsaw NG 26398

FGrower: Fu—��J�ffle*3 --
Address: PO Box 856
Warsaw, NC 28398
qounty.- Sampson
LAGOON DESIGN SUMMARY
Designed By:
Checked By:
Date:
Sheet 5 of 7
KBW
DSE
12/22/08
Top of Dike Elevation --------- —
50.00
FT.
Emergency Spillway Crest Elevation ----------------
Not Al
Applicable
Top of 25Yr. / 241-1r. Storm Storage -------------------
49.00
FT.
Top of "Heavy Rain" Storage -------------------
Not
Applicable
Start Pump Elevation --------------------
48.29
FT.
End Pump Elevation -------------------
46.40
FT.
Top of Sludge Storage ----------------- —
Not
Applicable
Seasonal High Watertable Elev ---------- — ----- -
0.00
Finished Bottom Elevation -------------------
38.00
FT.
Inside Top Length -------------------
120.00
FT.
Inside Top Width ----------------- —
205.00
FT.
Side Slopes ----------------- —
3:1
H:V
Lagoon Surface Area -------------------
24,600
SF
Min. Liner Thickness (if required) ----------------- —
1.8
FT.
Freeboard Depth ---------- --------
1.00
FT.
Temporary Storage Period --.1 ---------- -----
180
Days
Zone Depths:
TOTAL DESIGN VOLUME = 151965 (CU.FT.)
Treatment / Sludge Storage Zone Depth ----------- 8.4 FT.
Temporary Storage Zone Depth ----------- 1.9 FT.
Freeboard I Storm Storage Zone Depth ------------ 1. 7 FT.
Total Lagoon Depth ------------ 12.0 FT
.0. Box 856, Warsaw
RECEM"YeZ.7-VIDWIR
APR 0 3 2019
WmQualky
R&&*m0peratonssection

Grower: Quwiff le #13
Address: PO Box 856
Warsaw, NC 28398
-Countv: SaMDSOn
STRT PMP EL.= 48.29
END PMP EL- = 46-40
ZONE ELEVATIONS
TOP OF DIKE ELEV = 50.00
TOP OF STORM ELEV = 49.00
TOP OF TEMP STORAGE ELEV = 48.29
TOP OF TREAT ELEV = 46.40
FINISHED BOTTOM ELEV = 38.00
Designe Kb
Checke(DSE
Date: 12/22/08
Sheet 6 of 7
A
SHWT 0.00
Murphy -Brown, LLC Engineering P. 0 Box 856, Warsaw NC 28398 [phone]

Grower: Quwiffle #3
Address: PO Box 866
Warsaw, NC 28398
County: Sampson
Designed By: KBW
Checked By: DSE
Date: 12/22/08
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,
NOTE: See attached Waste Utilization Plan
DESIGNED:
DATE:
COMMENTS:
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
nal certification of the farm.
A'V
Murphy -Brown, LLCEngibeerin . g P. 0, Box 856, Warsaw NC 26398 [phone]

FC50—w—er.- 7'TU-W1T6­ 4 Designed By: KBW
Address: PO Bo-x 8'56 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
County: Sampson Sheet I of 7
ANAEROBIC WASTE -LAGOON DES16N
FARM INFgjRMATIOIq
Farm Population:
Nursery: ------ — -----------
2600 Hd.
Wean to Finish: -------------------
0
Finishing: ----- --------- ---
0
Farrow to weanling: -------------------
0
Farrow to feeder: ----------------
0
Farrow to finish: -------------
0
Boars: -------------------
0
Storage Period: --------------------
180 Days
25 Yr. / 24 Hr Storm Event --------------
7.5 In.
"Heavy Rain" Factor
Rainfall In Excess of Evaporation -------------------
7.0 In.
Additional Water Usage: - — -----------------
0
Additional Drainage Area: ------------------
0
LAGOON INEORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N)
------------
N
Does Operator Want Emergency Spillway? (Y/N)
------------
N
Was This Design Built Prior to Sept. 1996VOlkolt. (Y/N)
------------
Y
Is Drain Tile Req'd to Lower SHWT? (Y/N)
------------
N
Seasonal High Water Table Elev: -------------------
0.00
Freeboard: -1 ---------
1.0 Ft.
Emergency Spillway Flow Depth:
Side Slopes: ------- -------------
3 :1 (H:V)
Inside Top Length:
120.0 Ft.
Inside Top Width:
205.0 Ft.
Top of Dike Elevation:
Depth
43-00 Ft.
Finished Bottom Elevation:
12.00 Ft.
31-00 Ft.
Start Pump Elevation: ------------------
20.52 In.
41.29 Ft.
Stop Pump Elevation: ------- r ......
43.2 In.
39.40 Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES
% REQ'D.
Storm Stor = 15375 (Cu.Ft.)
15,453 (Cu.Ft.)
100.51%
Temporary = 33398 (Cu.Ft.)
37,206 (CuYt.)
111.40%
Permanent= 78000 (Cu.Ft.)
99,306 (Cu.Ft.)
127.32%
Total Volume 126,773 (CuYt.) 151,965
(C u. Ft.)
119.67%
112 Treatment Volume
39,000 (CuYt.)
1/2 Treatment Volume Elevation
36.99 Ft.
72.16 In.
90 Temporary Storage Volume Elevation
40.12 Ft.
34.51 In.
Min. Required Liner Thickness -------------------
1.8 Ft.
Lagoon Surface Area: (Inside TOD) --------------------
24,600 S.F.
Murphy -Brown, LLC Engineering P.O. Box 85B, Warsaw,
NC 28396
[phone]

(3rower: (Jumfle 94
Address: PO Box 856
Warsaw, NC 28398
County: Sampson
- ­V ' ­ -.7" . 1­
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 (FTJ
Area (SF)
Incr. Vol. (Cu. FT) Curnul.
Vol. (Cu. FT,)
31.00
6,384
0
32.00
7,506
6,945
6,945
33.00
8,700
8,103
15,048
34.00
9,966
9,333
24,381
35.00
11,304
10,635
35,016
36.00
12,714
12,009
47,025
37.00
14,196
13,455
60,480
38.00
15,750
14,973
75,453
39.00
17,376
16,563
92,016
40.00
19,074
18,225
110,241
41.00
20,844
19,959
130,200
42.00
22,686
21,765
151,965
43.00
24,600
23,643
175,608
These volumes were calculated usin
TOTAL REOD VOL 126,773 CF
ENDPUMP====
START PUMP = =:
MAX STORAGE.=
39.40 FT
41.29 FT
42.00,-- __ FT
the vertical average end area method.
CUMULATIVE
VOL.
ZONE VOL.
119.87%
99,306 CF
TR'MT
99,306
127.32%
136,512 CF
TEMP
37,206
111.40%
151,965 CF
STORMI
15,453
100.51%
Murphy -Brown, LLC Engineering R 0. Box 856, Warsaw, NC 28398 [phone]

Grower: Quwlffle #4 Designed TY.'-KBW------
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
County: Sampson Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent StOE!2g!
Required Treatment Volume:
I OtEll Kequired Treatment Volume (cu. ft.)= 78,000
Sludge Storage Volume:
Animal Type �SCap�acity ALW (cu.�Iftt�dlbb) �T�ota I
Nursery
2,600
2,M600
30
0'00
0.00
-0
Wean to Finish
0
0
115
0.00
0.00
-0
Finishing
0
135
0.00
0
Farrow to weanling
0
433
0.00
0
Parrow to feeder
0 522
0 1,417
4 �17
0 400
-0,00
0.00
0.00
_0
0
Farrow to finish
J,
Boars
0.000 1
01
ULal muquiivu oiuuye aturage volume (cu. Tt.)= 0
Temporary Storage Volume:
Manure Production:
TAn —im—a T 7y—p _e Capacity * —Sto. Period d./day) Total
------
Nursery
2,600
---- ---------------------
180
0.30
142,480
Wean to Finish
0
180
1.17
0
Finishing
0
0
180
180
1.37
C)
0
Farrow to weanling
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
—0
Boars
0
180
4.06
0
I otal manure Production (gals.)= 142,480
Total Manure Production (cu.ft.)= 19,048
Excess Fresh Water:
lAnima Capacity Sto. Period d./day) = Total
Nursery
2,600
180
0.00
0
Wean to Finish
0
180
0.00
0
Finishing
0
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
0
180
0.00
0
Boars
180
0.00
i otai rresn vvater txcess (gais.)= 0
Total Fresh Water Excess (cuft)= 0
-f-c M­ - - --- — ---
Warsaw V 398 (910) 293..3434

Grower: Quwiffle #4 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
County: Sampson
Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) Rainfall / 12in./ft
Vol.= (24600 sq.ft, + 0 sq.ft.) * 7 in, /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 14,350
Storm Storage:
Vol,=(Lagocn Surf. Area + Addt'l Drainage Area) * 25Y0241-1r. Storm(in) / 12in./ft.
Vol.= (24600 sq.ft + 0 sq.ft.) * 7.6 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 15,375
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * "Heavy Rain" Factor (in) / 121n./ft.
Vol.= (24600 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 = 126773 (CU.FT.)
15,375 (CU.FT)
33,398 (CU.FT)
78,000 (CU.FT)
ering P.O. Box 856, Warsaw NC 28398 (910)

Grower: Quwiffle #4
Address: PO Box 856
Warsaw, NC 28398
Co u nty: Sampson
ZONE ELEVATIONS
TOP OF DIKE ELEV = 43.00
TOP OF STORM ELEV = 42.00
STRT PMP EL.= 41-29 TOP OF TEMP STORAGE ELEV 41.29
END PMP EL. 39.40 TOP OF TREAT ELEV 39.40
J
FINISHED BOTTOM ELEV = 31.00
DesignW�B( -
Checke(DSE
Date: 12/22/08
Sheet 6 of 7 1
SHWT 0.00
Murphy -Brown, LLC Engineering P 0 Box 856. Warsaw NC 28398 [phone]

rower: QuwIttle #5 -1
Address: PO Box 856
Warsaw, NC 28398
Countv: Samson
jesignea tiy: K8VV
Checked By: DSE
Date:
Sheet 1 of 7
12/22/08
ANAEROBIG WASTE. LAGOON DESIGN
FARM INFORMATION
Farm Por)ulation:
Nursery: --------------- ­­­ 2600 Hd.
Wean to Finish: ------------------- 0
Finishing: ------------------- 0
Farrow to weanling: ------------------- 0
Farrow to feeder: --------------------- 0
Farrow to finish: -------------------- 0
Boars: --------------------- 0
Storage Period: ---- — ------------- 180 Days
25 Yr. / 24 Hr Storm Event --------- — -- — -- — 7.5 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)
-------- — —
N
Does Operator Want Emergency Spillway? (Y/N)
Was This Design Built Prior to Sept. 1996?el,�4,r (Y/N)
------------
------------
N
y
Is Drain Tile Req'd to Lower SHWT? (Y/N)
- —
N
Seasonal High Water Table Elev: -----------------
96.90
Ft.
Freeboard: ---- — --------------
1 .0
Ft.
Emergency Spillway Flow Depth:
Side Slopes:
3
: 1 (H:V)
Inside Top Length:
154.1
Ft,
Inside Top Width:
154.1
Ft.
Top of Dike Elevation:
Depth
102.00
Ft.
Finished Bottom Elevation:
10.00
Ft.
92.00
Ft.
Start Pump Elevation:
20.52
In.
100.29
Ft.
Stop Pump Elevation; ----------------
45.6
In.
98.20
Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES
% REQ'D.
Storm Stor = 14842 (Cu.Ft.)
14,955
(Cu.Ft.)
100.76%
Temporary = 32900 (Cu.Ft.)
39,646
(Cu.Ft.)
120.50%
Permanent = 78000 (Cu.Ft.)
79,627
(Cu.Ft.)
102.09%
Total Volume 125,742 (Cu.Ft.)
134,228
(Cu.Ft.)
106.75%
1/2 Treatment Volume
39,000
(Cu.Ft.)
1/2 Treatment Volume Elevation
95.65
Ft.
76,18
In.
90 Temporary Storage Volume Elevation
99.11
Ft.
34.63
In.
Min. Required Liner Thickness --------------------
Lagoon Surface Area: (inside TOD) -------------------
1.5 Ft.
23,747 S.F.
Murphy -Brown, UC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

urower:
Quwl"le #5
Designea By: -K-577
Address:
PO Box 856
Checked By: DSE
Warsaw, NC 28398
Date: 12/22/08
County:
Sampson
Sheet 2 of 7
ACTUAL
DESIGN VOLUME CALCULATIONS
BASE VOLUME:
Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Con to -ur
Elevation (FT.) Area (SFi
Incr. Vol. (Cu. FT
Cumul. Vol. (Cu. FTJ
92.00
8,855
0
93.00
10,020
9,437
9,437
94.00
11,257
10,639
20,076
95.00
12,566
11,912
31,988
96.00
13,948
13,257
45,245
97.00
15,401
14,674
59,919
98.00
16,926
16,163
76,082
99.00
18,523
17,725
93,807
100.00
20,192
19,358
113,165
101.00
21,934
21,063
134,228
102.00
23,747
22,840
157,068
These volumes were calculated usinq the vertical average end area method.
TOTAL REQD VOL
125,742
CF
CUMULATIVE
VOL.
ZONE VOL.
106.7�_()/,
END PUMP = = = =
98.20
FT
79,627 CF
TR'MT
79,627
102.09%
START PUMP = =:
100.29
FT
119,273 CF
TEMP
39,646
120.50%
MAX STORAGE =
101.00
FT
134,228 CF
STORM
14,955
100,76%
Murphy -Brown, LLC Engineering P. (). Box 856, Warsaw, NG 28396 (910) 293-j4,34

Grower: Quwiffle #5 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
County: Sampson Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Stora-ge:
Required Treatment Volume:
FA-n-Imal —Type CaDacltv ALW (cu.ft./lb) Tote.
Nursery
2,600
30
1.00
78,000
Wean to Finish
0
11T
1.00
0
Finishing
0
135
1.00
0
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,411 Tj
1.00
1 0
Boars
0-1—
400 1
1,001
01
i otai Kequirea i reatment volume (cu. ft.)=
Sludge Storage Volume:
78,000
jAnimal Type carmcity, ALW (CLIJ1.11b) —=Tot a I
Nursery
1 2,600
30
0.00
0
Wean to Finish
0
115
0.00
0
Finishing
0
0
0
135
433
2
0.00
0.00
__6700
0.00
0
0
Farro i to weanlina-
Farrow to feeder
0
0
Farrow —to finish
0
,.Boars
0.000
iotai Kequirea bivage btorage volume (cu. tt.)-
Temporary Stora_qe Volume:
Manure Production:
0
jAnimal Type Capacity Sto, Periodd_./day) = Total
'Nursery
____T6_00
180
—0.30
____42.4LC�
WeantoFinish
180
1,17
1.37
0
0
Finishing
180
Tarrow to weanlin_g'___­_'__'__0
1-80
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
180
4.06
0
iotai manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
142,480
19,048
i,mmilidi IYPU (�apaciiy oto. �-enoa 0.1aay) = I otal
Nursery
2,600
180
0.00
0
Wean to Finish
0
180
0.00
0
Finishing
0
180
0.00
0
Farrow to weanlina
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
0
180
180
0.00
0.00
0
0
Boars
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cuft)=
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398
0
0
0)293-343

Grower: Quwiffle #5 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
Countv: Sampson Sheet 4 of 7
Temporary StoraSle Volume: �Cont.�
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (23747 sq.ft, + 0 sq.ft.) * 7 in. /12 in./ft,
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 13,852
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * 25Y0241-1r. Storm(in) / 12in./ft.
Vol.= (23747 sq.ft + 0 sq.ft.) * 7.5 in, /12 in./ft.
Total Required Volume for 25Y0241-1r. Storm Event (cu.ft)= 14,842
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol,= (23747 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')=
Total Required Temporary Storage
(MarIL11-e Prod. + Excess Fr, Water + Rainfall Excess + Additional Water Storage) --
Total Required Permanent Storage
(Treatment + Sludge)
TOTAL REQUIRED VOLUME = 125742 (CUXT.)
14,842 (CU.FT)
32,900 (CU.FT)
78.000 (CU.FT)
NC 28398 [phone]

1 urower: uuwirrfe ;Fb
Address: PO Box 856
Warsaw, NC 28398
County: Sampson
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25Yr. / 24Hr. Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev-
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slo --
Lagoon Surface Area -------------------
Min. Liner Thickness (if required)
Freeboard Depth ------ --------
Temporary Storage Period ..........
TOTAL DES4GN VOLUME = 134228 (CU.FT.)
Designed 1§)�-
Checked By:
Date:
Sheet 5 of 7
Zone Depths:
Treatment I Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Total Lagoon Depth
Murphy-Bt,own, LLC Engineering
P.O. Box 856, Warsaw NC 28j
KBW
DSE
12/22/08
102.00
FT.
Not Al Applicable
101.00
FT.
Not
Applicable
100.29
FT.
98.20
FT.
Not
Applicable
96.90
FT.
92.00
FT.
154.10
FT.
154.10
FT,
3:1
H:V
23.747
SF
1.5
FT.
1.00
FT.
180
Days
6.2
FT.
2.1
FT.
1. 7
FT.
10. 0
FT.
I

Grower: Quwiffle #5
Address: PO Box 856 Designe KE.,,
Checke(DSE
Warsaw, NC 28398 Date: 12122108
County, Sampson
Sheet 6 of 7
STRT PMP EL.= 100.29
END PMP EL. = 98.20
ZONE ELEVATIONS
TOP OF DIKE ELEV = 102.00
A
TOP OFSTORMELEV=.101-.00
TOP OF TEMP STORAGE ELEV = 100.29
TOP OF TREAT ELEV 98.20 sHWT 96.90
J
FINISHED BOTTOM ELEV = 92.00
Murphy -Brown, LLC Engineering P. 0. Box 856, Warsaw NC 28398 [phone]

I
I—dr—ower —QU\A(iffle #5 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22108
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.
C A,
NOTE: See attached Waste Utilization Plan
DESIGNED:
Rs
-
DATE �7
COMMENTS:
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.
C f
r -/
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Quwiffle#6
liesigned By: KBW
Address: PO Box 856
Checked By: DSE
Warsaw, NC 28398
Date:
12/22/08
Co u nty: Sampson
Sheet 1 of 7
ANAEROBIC WASTE
LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery:
2600
Hd.
Wean to Finish:
0
Finishing: ----------------- —
0
Farrow to weanling:
0
Farrow to feeder: -------- — — -----
0
Farrow to finish:
0
Boars: ---------------
0
Storage Period: -- — --------------
180
Days
25 Yr. 124 Hr Storm Event ---------
7.5
In,
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
7.0
In.
Additional Water Usage: -------------------
0
Additional Drainage Area: ------ I -------------
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N)
N
Does Operator Want Emergency Spillway? (Y/N) ------------ N
Was This Design Built Prior to Sept. 1996?7�0 19 (Y/N) ------------ y
Is Drain Tile Req'd to Lower SHWT? (Y/N) ------------ N
Seasonal High Water Table Elev: -------------------
94.90
Ft.
Freeboard: -------------------
1�0
Ft.
Emergency Spillway Flow Depth:
Side Slopes: -------------------
3
:1 (H:V)
Inside Top Length:
210.0
Ft.
Inside Top Width:
120.0
Ft.
Top of Dike Elevation: ----------------
Depth
104.90
Ft.
Finished Bottom Elevation: ----------------
10.00 Ft.
94.90
Ft�
Start Pump Elevation: ----------------
20.4 In.
103.20
Ft.
Stop Pump Elevation: ----------------
48 In.
100.90
Ft.
-LAGOON VOLUME REQUIRED VOL.
DESIGN VOLUMES
% REQ'D.
Storm Stor = 15750 (Cu.Ft.)
15,755
(Cu.Ft.)
100.03%
Temporary = 33748 (Cu.Ft.)
45,778
(Cu.Ft.)
135.65%
Permanent = 78000 (Cu.Ft.)
79,383
(Cu.Ft.)
101.77%
Total Volume 127,498 (Cu.Ft.)
140,916
(Cu.Ft.)
110.52%
1/2 Treatment Volume
39,000
(Cu.F
1/2 Treatment Volume Elevation
98.43
Ft.
77,62 In.
90 Temporary Storage Volume Elevation
102.05
Ft.
34.25 In.
Min. Required Liner Thickness
1. 5 Ft.
Lagoon Surface Area: (Inside TOD) -------------------
25,200 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28396 [phone]

Grower: Quwiffle V6 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
County: Sampson 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)
94.90
9,000
0
95.00
9,126
906
906
96.00
10,430
9,778
10,684
97.00
11,805
11,117
21,801
98.00
13,252
12,528
34,330
99.00
14,771
14,012
48,341
100.00
16,362
15,567
63,908
101.00
18,026
17,194
81,102
102.00
19,761
18,893
99,995
103.00
21,568
20,664
120,660
104.00
23,447
22,508
143,167
104.90
25,200
21,891
165.058
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL
127,408
CF
CUMULATIVE
VOL.
ZONE VOL.
110.52%
END PUMP = = = =
100.90
FT
79,383 CIF
TR'MT
79,383
101.77%
START PUMP = =:
103.20
FT
125,161 CF
TEMP
45,778
135.65%
MAXSTORAGE =
103.90
FT
140,916 CF
STORM
15,755
100.03%
Murphy -Brown, LLC Engineeriog P.O. Box 856, Warsaw, NC 26398 [phone]

I f
Grower: Quwiffle #6
Address: PO Box 856
Warsaw, NC 28398
County: Sampson
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Designed By:
Checked By:
Date:
Sheet 3 of 7
Animal Type capacitv ALW— ' (cu.ft./lb) Total
Nursery
2,600
30
1.00
78,000
Wean to Finish
0
115
1.00
0
Finishing
0
135
1.00
0
Farrow to weanlina
0
433
1.00
0
Farrow to feeder 1
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:
78,000
jAnlmal Type Capacity ALW (cuft/lb) Totall
7Rursery
2,600
30
0.00
0
Wean to Finish
0
115
0.00
0
Finishina
0
135
0.00
0
Farrow to weanling
0
433
2
0.00
0
0
0
Farrow to feeder
0
6. 0-0
--0.00
-�arrow to finish.—
0
­1',�-17­
Boars
400
- ---'--0.000
--.C,
Total Required Sludge Storage Volume (cu. ft.)=
TemporarV Storage Volurne:
Manure Production:
Capacity Sto. Period d./day) = Total
Nursery
2,600
180
180
180
0.30
142.480
Wean to Finish
0
0
1.17
1.37
0
0
Finishing
Farrow to weanlinq
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
8;
14.38
0
Boars
0
H�i
4.06
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
142,480
19,048
Animal ype Capacity Sto. Period d./day) Total
Nursery
WeantoFinish
2,600
180
0.00
0
0
180
0.00
0
Finishing
0
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
180
0.00
0
Farrow to finish
0.00
0
Boars
0
180
0.00
0
Total Fresh Water Excess (gals.)= 0
Total Fresh Water Excess (cu.ft.)= 0
KBW
DSE
12/22/08
w NC 28398 (910,1293-

Grower: Quwlffle #6 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22108
County: Sampson Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 121n./ft
Vol.= (25200 sq.ft. + 0 sq,ft.) * 7 in. 112 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 14,700
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * 25Yr.124Hr. Storm(in) / 12in./ft.
Vol.= (25200 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Y0241-1r, Storm Event (cu.ft)= 15,750
"Heavy Rain" Storage:
Vol.=(Lagoon Surf, Area + Addt'l Drainage Area) ' "Heavy Rain" Factor (in) i 12in./ft.
Vol.= (25200 sq.ft + 0 sq.ft.) 4 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) =
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25Yr. / 24Hr. Storm + 'HeavyRain')= 15,750 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr, Water + Rainfall Excess + Additional Water Storage) 33,748 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) 78,000 (GUYT)
TOTAL REQUIRED VOLUME = 127498 (CU.FT.)
Murphy-Brmva LLC Engineering P 0 Box 856, Warsaw
11-n
APR �-, 3 2019
VMWOU811W
ReglonloperagonsSecdon
10) 293-3434

Grower: Quwiffle #6 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22108
County: Sampson Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation --------------------
Emergency Spillway Crest Elevation ------------- - -----
Top of 25Yr. / 241-1r. Storm Storage --------------------
Top of "Heavy Rain" Storage ---------------------
Start Pump Elevation ------- - ----------
End Pump Elevation --------------------
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length ----------- -------
Inside Top Width
Side Slopes ---- -----------
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth ------ ----------- -
Temporary Storage Period
TOTAL DESIGN VOLUME 140916 (CU.FT.)
Zone Deaths:
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard I Storm Storage Zone Depth
Total Lagoon Depth --------
LLG
.Q. dox
104.90
FT.
Not Al Applicable
103.90
FT.
Not
Applicable
103.20
FT.
100.90
FT.
Not
Applicable
94.90
FT.
94.90
FT.
210.00
FT.
120.00
FT.
3:1
H:V
25,200
S F
1.5
FT.
1.00
FT.
180
Days
6.0 FT.
2.3 FT.
1.7-FT.
10.0 FT
(9

Grower: Quwiffle #6
Add ress: PO Box 856 Designe vv
Warsaw, NC 28398 Checke(DSE
County: Sampson Date: 12/22/08
Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV 104.90
TOP OF STORM ELEV = 103.90
STRT PIMP EL.= 103.20 TOP OF TEMP STORAGE ELEV = 103.20
END PMP EL: 100.90 TOP OF TREAT ELEV 100.90 SHWT:-- 94.90
FINISHED BOTTOM ELEV 94.90
Murphy -Brown, LLC Engineering P 0, Box 856.. Warsaw NC 28398 [phone]

Grower:- —lQuwiffle#8—
Address: POBox DS8
Warsaw, NC 28398
County: Sampson
By: KBW
Checked By: D8E
Date: 12/2208 �
Sheet 7of7 �
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 hoJune, 1806.
Emergency Spillway:
An Emergency Spillway is not required.
''/
NOTE: See attached Waste Utilization PlanIV
DESIGNED:
DATE.
COMMENTS:
-
This design is Update of start and stop purnp
elevations and k/show the 1/2
treatment volume level for sludge storage. This design does not SUpercedeh
original certification nfthe farm.
(9/0293-3434

S I
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
receiving crop is dormant (such as wintertime for bermudagrasg) or when there are
extended rainy 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 winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
i i -
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 lagoon involves the following:
Maintenance of a vegetative cover for the dam,
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of 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
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes --- look for-.
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of piM

Lagoon surface, --look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment --- look for:
I . 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
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
wiCds. 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:
I . recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need 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 , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps,
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runofO 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 insWt your diversion system for the following,
1. adcquatc vcgrtation
2. diversion capacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during Or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(You must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume, This seeding should 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 treatment, Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

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

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

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