090203_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 09-0203 Certificate Of Coverage Number: AWS090203
2. Facility Name: Mr.Holmes Sites#1 -#14,#1 7 418 Blueberry Sow Bladen Amnion and Cypress Creek Farm
3. Landowner's Name(same as on the Waste Management Plan): Murphy-Brown LLC
4. Landowner's Mailing Address: PO Box 856
City: Warsaw State: NC Zip: 28398-0856
Telephone Number: 910-293-3434 Ext. E-mail: vesterbeele46em n11e>seru
5. Facility's Physical Address: 2313 Mr Holmes Farm Rd
City: Garland State: NC Zip: 28441
6. County where Facility is located: Bladen
7. Farm Manager's Name(if different from Landowner): David C Nordin
g, Farm Manager's telephone number(include area code): 910-293-5330 Ext.
9. Integrator's Name(if there is not an Integrator,write"None"): Mumhv-Brown LLC
10. Operator Name(OIC): William Victor Sutton Phone No.: 910-271-3556 OIC#: 26076
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Farrow to Wean 3,350
Swine-Wean to Feeder 10,600
Swine-Feeder to Finish 64,680
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

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 Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area 'Redline"
Name Built Unknown) (Cubic Feet) (Square Feel) (inches)
1 I RS 33ebe-
10&11 \q9 _ kcl L'-\ a d�lo l,Ll 4 4S-1 LN 320d
12&13 Ig93 1 C 151 54 ab1 �3l I.l. rtoo
14 15g3. 19g C�.\Q 'q\9 5`I is It'iq -7OZ 0,13990'
17&18 Igg3- l9q \r • a �14 o alyrG 1 Co 31, 5rae
19&20 Iqq 3-14g8 lhe"�iC- a U'-1 S33 tea L.30 L'P
19&20
2&3 qg3 - tgge G.\cx. 1 2 335 3L41 270 4`61 a1.1 M-M
4&5 1 (2 o5tit Iq,Y 2e-.M-
6&7 Igg3-1 9 �\p a.�3o 9qz at)� 'l$S 19.4t3}ea
8&9 1gg3-lgq
AMON ri or 'A L.\D'- IqO 3a0 .�inC�•«�.S 29.00
BLUEBERRY I"R C6 C-\cr- a Lee RO4 33(n Lc35
HOLMES 1 -&7-' 0o
HOLMES 10&11 N4"240do
HOLMES 12&13 ilrz -m
HOLMES 14 ItTITnTn"
HOLMES 17&18 444,bW"
HOLMES 2&3 -14424Q.'00
HOLMES 4&5 1`1-171 iJ:B9-
HOLMES 6&7 -194;G40'09
HOLMES 8&9 }743+i6:00
c e< <NU Srorq9 - 1 0 -a\,ln
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.I042(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control 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 detenninations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan

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 143-215.6B, any person who knowingly makes.my false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
r
Name: Title:, `D1-O
Signature: Date: 3 `z \C 1
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

Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
General Information:
Name of Farm: Mr. Holmes 1-14,17,18,Blueberry Sow, Bladen,Ammon, Cypress Creek Facility No: 9-203
Owner(s) Name: Murphy Brown, LLC Phone No: 910-293-3434
Mailing Address: PO Box 856 Warsaw, NC 28398
Farm Location: County Farm is located in: Bladen
Latitude and Longitude: 34 49'20" / 78 32' 10" Integrator: Murphy Brown
Please attach a copy of a county road map with location identified and described below(Be specific: road
names, directions, milepost, etc.): From Roseboro take INC Hwy 242 East for approximately 8 miles to farm
entrances on the left and right.
Operation Description:
Type of Sp' e No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
Wean to Feeder 10600 0 Layer 0 Dairy
ff� eder to Finish 64680 0 Pullets 0 Beef
Farrow to Wean 3350
Farrow to Feeder
0 Farrow to Finish
Wean to Finish
Gilts
0 Boars
Acreage Available for Application: 2400 Required Acreage: 1381.9
Number of Lagoons/Storage Ponds: 14 Total Capacity:a,3,G 10)251tubic Feet(ft3)
Are subsurface drains present on the farm: Yes or No (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD(please circle one)
Owner/Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and storage system or
construction of new facilities will require a new certification to be submitted to the Division of Environmental Management before the
new animals are stocked. I (we) understand that there must be no discharge of animal waste from the storage or application system
to surface waters of the state either directly through a man-made conveyance or from a storm event less severe than the 25- year,
24- hour storm and there must not be run-off from the application of animal waste. I (we) understand that run-off of pollutants from
lounging and heavy use areas must be minimized using technical standards developed by the Natural Resources Conservation
Service. The approved plan will be filed at the farm and at the office of the local Soil and Water Conservation District. I (we) know
that any modification must be approved by a technical specialist and submitted to the Soil and Water Conservation District prior to
implementation. A change in land ownership requires written notification to DEM or a new certification (if the approved plan is
changed)within 60 days of a title transfer.
Name of Land Owner: Mur Pro n, LL
Signature. Date: `(�— \�1=2O�10
Name of Manag j4iffiNrent from owner):
Signature I Date
AWC -- August 1, 1997 1

Technical Specialist Certification
I. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission
pursuant to 15A NCAC 6F .0005. 1 certify that the animal waste management system for this farm named
above has an animal waste management plan that meets or exceeds standards and specifications of the
Division of Environmental Management (DEM) as specified in 15A NCAC 2H.201 and the USDA-Natural
Resources Conservation Service (NRCS) and/or the North Carolina Soil and Water Conservation
Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001.0005. The following elements are
included in the plan as applicable. While each category designates a technical specialist who may sign each
certification (SD, SI, WUP, RC, 1), the technical specialist should only certify parts for which they are
technically competent.
IL Certification of Design
A) Collecti nCStora a Treatments stem
Check th ppropriate box
Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity: storage capability consistent with waste
utilization requirements.
New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems,
lagoons and ponds, have been designed to meet or exceed the minimum standards and
specifications.
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy-Brown, LLC Date Work Completed:
Address (Agency : P.O. Box 856, Warsaw, NC 2839E Phone No.:[phone]
Signature: � ", , e Date: \O —\y--Z0
B) Land Application Site (WUP)
The plan provides for minimum separations (buffers); adequate amount of land for waste utilization;
chosen crop is suitable for waste management hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print): Toni King
Affiliation Murphy-Brown, LLC Date Work Completed:
Address (Agency): P.O. Box 85 , Warsaw, NC 2839E Phone No.:[phone]
Signature: _ W c Date: \o - ty- -L-0 t LQ
C) Runoff Controls from Exterior Lots
Check the appropriate box
IVTI*� Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
p Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been
designed in accordance with technical standards developed by NRCS.
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy-Brown, LLC Date Work Completed:
Address (Agenj(y)�: P.O. Box 856, Warsaw, NC 2839E Phone No.,[phone]
Signature: \ � Date: \0-1 t-\-Zo t tr.o
AWC --August 1, 1997 2

D). Application and Handling Equipment
Check tf appropriate box
Existing or expanding facility with existing waste application equipment(WUP or 1)
Animal waste application equipment specified in the plan has been either field calibrated or
evaluated in accordance with existing design charts and tables and is able to apply waste as
necessary to accommodate the waste management plan: (existing application equipment can cover
the area required by the plan at rates not to exceed either the specified hydraulic or nutrient loading
rates. A schedule for timing of applications has been established; required buffers can be
maintained and calibration and adjustment guidance are contained as part of the plan).
❑ New, expanded or existing facility without existing waste application equipment for spray irrigation
(1)
Animal waste application equipment specified in the plan has been designed to apply waste as
necessary to accommodate the waste management plan: (proposed application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient
loading rates; a schedule for timing of applications has been established: required buffers can be
maintained: calibration and adjustment guidance are contained as part of the plan).
E] New, expanded or existing facility without existing waste application equipment for land spreading
not using spray irrigation. (WUP or 1)
Animal waste application equipment specified in the plan has been selected to apply waste as
necessary to accommodate the waste management plan: (proposed application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient
loading rates: a schedule for timing of applications has been established; required buffers can be
maintained: calibration and adjustment guidance are contained as a part of the plan).
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy-Brown, LLC Date Work Completed:
Address (Agenc P.O. Box 856, arsaw, NC 2839E Phone No.:[phone]
Signature: `- �� � , Date: kl9 —N U}—"LE- Lk
E) Odor Control, Insect Control, Mortality Mana ement and Emergency Action Plan (SD
S_ I WUP, RC or 1)
The waste management plan for this facility includes a Waste Management Odor Control Checklist,
an Insect Control Checklist, a Mortality Management Checklist and an Emergency Action Plan.
Sources of both odors and insects have been evaluated with respect to this site and Best
Management Practices to Minimize Odors and Best Management Practices to Control Insects have
been selected and included in the waste management plan. Both the Mortality Management Plan
and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy-Brown, LLC Date Work Completed:
Address (Age cy): P.O. Box 858, arsaw, NC 2839E Phone No.,[phone]
—
Signature: _ :X t tw7 Date: kO-ky ZOtk ,
F) Written Notice of New or Expanding Swi Farm
The following signature block is only to be used for new or expanding swine farms that begin
construction after June 21, 1996. If the facility was built before June 21, 1996, when was it
constructed or last expanded
I (we) certify that I (we) have attempted to contact by certified mail all adjoining property owners and
all property owners who own property located across a public road, street or highway from this new
or expanding swine farm. The notice was in compliance with the requirements of NCGS 106-805.
A copy of the notice and a list of property owners notified is attached.
Name of Land Owner:
Signature: Date:
Name of Manager(if different from owner):
Signature: Date
AWC --August 1, 1997 3

lll. Certification of Installation
A) Collection, Storage, Treatment Installation
New, expanded or retrofitted facility (SI)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds, have
been installed in accordance with the approved plan to meet or exceed the minimum standards and
specifications.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
B) Land Application Site (WUP)
Check the appropriate box
L� The cropping system is in place on all land as specified in the animal waste management plan.
0 Conditional Approval: all required land as specified in the plan is cleared for planting: the
cropping system as specified in the waste utilization plan has not been established and the owner
has committed to establish the vegetation as specified in the plan by (month/day/year);
the proposed cover crop is appropriate for compliance with the waste utilization plan.
0 Also check this box if appropriate
If the cropping system as specified in the plan can not be established on newly cleared
land within 30 days of this certification,the owner has committed to establish an interim
crop for erosion control:
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy-Brown, LLC Date Work Completed:
Address (Age cy): P.O. Box 856, W rsaw, NC 2839E Phone No.:[phone]
Signature: �� \� Date: �J— �tk Z ok4'0
This following signature block is only to be used when the box for conditional approval in III. B
I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste
utilization plan, and if appropriate to establish the interim crop for erosion control, and will submit to DEM a
verification of completion from a Technical Specialist within 15 calendar days following the date specified in the
conditional certification. I (we) realize that failure to submit this verification is a violation of the waste
management plan and will subject me(us)to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager(if different from owner):
Signature: Date
AWC --August 1, 1997 4

C) Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use area have been installed
as specified in the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
D) Application and Handling Equipment Installation (WUP or 1)
Check the appropriate b k
Er Animal waste application and handling equipment specified in the plan is on site and
ready for use; calibration and adjustment materials have been provided to the owners
and are contained as part of the plan.
Animal waste application and handling equipment specified in the plan has not been
installed but the owner has produced leasing or third party application and has provided
a signed contract: equipment specified in the contract agrees with the requirements of
the plan: required buffers can be maintained: calibration and adjustment guidance
have been provided to the owners and are continued as part of the plan.
Conditional approval: Animal waste application and handling equipment specified in
the plan has been purchased and will be on site and installed by
(month/day/year); there is adequate storage to hold the waste until the equipment is
installed and until the waste can be land applied in accordance with the cropping
system contained in the plan; and calibration and adjustment guidance have been
provided to the owners and are contained as part of the plan.
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy-Brown, LLC Date Work Completed:
Address (Agenc P.O. Box 856, War aw, NC 2839E Phone No.:[phone]
Signature: , \ k/ . Date: \0- p it 0
The following signature block is only used wh4n the box for conditional approval in III D above
has been checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 days following the date specified in the conditional certification. I (we)
realize that failure to submit this verification is a violation of the waste management plan and will subject me (us)
to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager(if different from owner):
Signature: Date
E) Odor Control, Insect Control and Mortality Management(SD SI WUP RC or I)
Methods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality management system in the Plan has also been installed and is operational.
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Meshy-Brown, LLC Date Work Completed:
Address (Agen y): P.O. Box 85 , Warsaw, NC 2839E Phone No.:[phone]
Signature: ,� �� _ Date: \0 —
AWC --August 1, 1997 5

Please return the completed form to the Division of Water Quality at the following Address:
Department of Environment Health and Natural Resources
Division of Water Duality
Water Quality Section, Compliance Group
P.O. Box 29535
Raleigh, NC 27626-0535
Please remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the local Soil and Water Conservation District Office and to keep a
copy in your files with your Animal Waste Management Plan.
AWC --August 1, 1997 6

Murphy-Brown, LLC 10/27/2016 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s): Murphy-Brown, LLC
Farm Name: Mr.Holmes 1-14,17-18,Blueberry,Bladen,Ammon&
County: Bladen AWS090203 Cypress Creek
Permit Capacity:
Farrow to Wean 3350
Farrow to Feeder
Farrow to Finish
Wean to Feeder 10600
Wean to Finish
Feeder to Finish 64680
Gilts
Boars
Storage Structure: Anaerobic Lagoon
Storage Period: >180 days
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water 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 the 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.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. 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 DWR regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. 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 not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1of11

This plan is based on the waste application method shown above. If you choose to change
methods in the future,you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made,which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out,meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons,ft',tons,etc.):
Capacity Type Waste Produced per Animal Total
3350 Farrow to Wean 3203 gal/yr 10,730,050 gal/yr
Farrow to Feeder 3861 gal/yr gal/yr
Farrow to Finish 10478 gal/yr gal/yr
10600 Wean to Feeder 191 gal/yr 2,024,600 gal/yr
Wean to Finish 776 gal/yr gal/yr
64680 Feeder to Finish 927 gal/yr 59,958,360 gal/yr
Gills 1015 gal/yr gal/yr
Boars 2959 gal/yr gal/yr
Total 72,7133010 galtyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced per Animal Total
3350 Farrow to Wean 3.84 lbs/yr 12,864 Ibs/yr
Farrow to Feeder 6.95 lbs/yr Ibs/yr
Farrow to Finish 18.86 lbs/yr Ibs/yr
10600 Wean to Feeder 0.34 Ibs/yr 3,604 Ibs/yr
Wean to Finish 1.4 Ibs/yr Ibs/yr
64680 Feeder to Finish 1.67 Ibs/yr 108,016 Ibs/yr
Gilts 1.83 Ibs/yr Ibs/yr
Boars 5.33 lbs/yr Ibs/yr
Total 124,484 Ibstyr
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.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 1757.16
Total N Required tat Year: 385277.65
Total N Required 2nd Year: 258211.16
Average Annual Nitrogen Requirement of Crops: 321,744.41
Total Nitrogen Produced by Farm: 124,483.60
Nitrogen Balance for Crops: (197,260.81)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size..
soil characteristics,and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2 of 11

Reception Area Specifications Year 1 of 2 year crop rotation
Tract Field Irrigated Soil 1st Crop Time to 1stCrop 1stCrop Lbs NIAc LbsN Total lbsN 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac LbsN TMnl IbsN Total Total Ilea
Acreage Type Code Apply Yield Ibs N/Unit Residual /Ac Utilized Code Apply Yield Ibs N/Unit Residual IAc Utilized Lbs N/Ac Utilized
T2233 Al-12 92.55 Cr D Febl SJune 150.0 0.88 15 117.00 10828.35 N Sept-Apr 50 1.86 93.00 8607.15 210.00 19435.50
T2233 13 7.1 Fo D Febi SJune 144.0 0.95 15 121.80 864.78 N Sept-Apr 55 2.09 114.95 816.15 236.75 1680.93
T2233 14 7.8 Fo D Feb15-June 144.0 0.95 15 121.80 950.04 N Sept-Apr 55 2.09 114.95 896.61 236J5 1846.65
T2233 15 5.3 Pe D FeblSJune 162.0 0.93 15 135.66 719.00 N Sept-Apr 60 2.01 120.60 639.18 256.26 1358.18
T2233 A16 15.15 Oc D Feb15June 96.0 0.88 15 69.48 1052.62 N Sept-Apr 35 1.93 67.55 1023.38 137.03 2076.00
T2233 A17-18 24A9 Cr D Febl SJune 150.0 0.88 15 117.00 2a30.23 N Sept-Apr 50 1.86 93.00 2249A7 210.00 5079.90
T2233 A19 13.71 Tr D Febl SJune 150.0 0.92 15 123.D0 1686.33 N Sept-Apr 55 2.01 110.55 1515.64 233.55 3201.97
T2233 A20-21 12.96 LeA B Mar-Set 3.0 33 99.00 1283.04 K Sept-Apr 1 50 50.00 Wee 149.00 1931.04
T2233 A22-23 15.22 LeA B Mar-Set 3.0 33 99.00 1506.78 1 K Sept-Apr 1 50 50.00 761.00 149.00 2267.78
T2233 A29-30 13.5 Wo B Mar-Set 4.5 32.25 145A3 1959.19 K Sept-Apr 1 50 50.00 675.00 195.13 2634.19
T2233 I A31-40 84.31 Wo D Febl5-Junel 132.0 1 0.9 15 103.80 8751.38 N Sept-Apr 1 50 1.93 1 1 96.50 8135S2 200.30 16887.29
T2233 41 95S Cr D Feb15-June 150.0 0.88 15 117.00 11185.20 N Sept-Apr 50 1.86 93.00 8890.80 210.00 20076.00
T2233 42 87.7 Cr D Feb15-June 150.0 0.88 15 117.00 10260.90 N Sept-Apr 50 1.86 93.00 8156.10 210.00 18417.00
T2233 43 120.01 Cr D Feb15-June 150A 0.88 15 117.00 14041.17 N Sept-Apr 50 1.86 93.00 11160.93 210.00 25202.10
T2233 44 95.11 Cr D Feb15-June 150.0 0.88 15 117.00 11127.87 N Sept-Apr 50 1.86 93.00 8845.23 210.00 19973A0
T2233 45 115.95 Cr D Feb15-June 150.0 0.88 15 117.00 13554.45 N Sept-Apr 50 1.86 93.00 10774.05 210.00 24328. 00
T2233 50 16.4 Cr D Febi SJune 150.0 0.88 15 117.00 1918680 N Sept-Apr 50 1.86 93.00 1525.20 210.00 3444.00
T2233 51 21.5 Cr D FeblS-June 150.0 0.88 15 117.00 2515+50 N Sept-Apr 50 1.86 93.00 1999.50 210.00 4515.00
T2233 52 21.2 Cr D Feb15-June 150.0 0.88 15 117.00 2480.40 N Sept-Apr so 1.86 93.00 1971.60 210.00 4452.00
T2233 53 21.5 Cr D Feb15-June 150.0 0.88 15 117.00 2515.50 N Sept-Apr 50 1.86 93.00 1999.50 210.00 4515.00
T2233 54 53.9 Cr D Feb15-June 150.0 0.88 15 117.00 1 6306.30 N Sept-Apr 50 1.86 93.00 5012.70 210.00 11319+00
T2233 A55-1 13.57 1 Cr D FeblSJune 150.0 0.88 1 15 117.00 1587669 N Sept-Apr 50 1 1.86 93.00 1262.01 210.00 2849.70
T2233 I A55-2 8.19 Cr D Feb15June 150.0 1 0.88 15 117.00 958.23 N Sept-Apr so 1.86 93.00 761.67 1 210.00 1719.90
T2233 A56-1 8.5 Cr D Feb15June 150.0 0.88 15 117.00 994.50 N Sept-Apr 50 1.86 93.00 790.50 210.00 1785.00
T2233 A56-2 9.78 Cr D Feb15June 150.0 0.88 15 117.00 1144.26 N Sept-Apr 50 1S6 93.00 909,54 210.00 2053.80
T2233 A56-3 11.46 Cr D Feb15June 150.0 0.88 15 117.00 1340.82 N Sept-Apr 50 1.86 93.00 1065.78 210.00 240560
T2233 A57-1 11.96 Cr D Feb15June 150.0 0.88 15 117.00 1399.32 N Sept-Apr 50 1.86 93.00 1112.28 210.00 2511.60
T2233 A57-2 12.76 Cr D FebI June 150.0 0.88 15 117.00 1492.92 N Sept-Apr 50 1.86 93.00 1186+68 210.00 2679.60
T2233 A58.1 53.76 Pe D Feb15June 162.0 0.93 15 135.66 7293.08 N Sept-Apr 60 2.01 120.60 6483.46 256.26 13776.54
T2233 A59-1 18.5 Cr D Feb15June 150.0 0.88 15 117.00 2164.50 N Sept-Apr 50 1.86 93.00 1720+50 210.00 3885.00
T2233 A60-1 18.06 Cr D Feb15June 150.0 0.88 15 117.00 2113.02 N Sept-Apr 50 1.86 93.00 1679+58 210.00 3792.60
T2233 61 81 Ro D Febl 5-June Wo 0.9 15 114.60 9282.60 N Sept-Apr 55 1.93 106.15 8598.15 220.75 17880.75
T2233 62 65.9 Pe D Febl SJune 162.0 0.93 15 135.66 1 8939.99 I N Sept-Apr 60 2.01 120.60 794T54 256.26 16887.53
T2233 63 58.3 1 Pe D Febl 5-June, 162.0 0.93 1 15 135.66 7908.98 N Sept-Apr 1 60 2.01 120.60 7030.98 256.26 14939.96
T2233 1 64 59.1 Pe D Febl 5-June, 162.0 0.93 15 135S6 8017.51 N Sept-Apr 60 1 2.01 1 120.60 7127.46 256.26 15144.97
T2233 64A 55.92 Pe D Febl5June 162.0 0.93 15 135.66 7586.11 N Sept-Apf 60 2.01 120.60 6743+95 256.26 14330.06
T2233 65 61.89 BuA B Mar-Set 5.5 34.5 189.75 11743.63 K Sept-Apr 1 50 50.00 3094.50 239.75 14838.13
T2233 66 41.13 LaB B Mar-Sept 3.9 37.5 146.25 6015.26 K Sept-Apr Sept-Apr 1 50 50.00 2056.50 196.25 8071.76
T2233 Subi3.15 15.1 Fo D Feb15June 144.0 0.95 15 121.80 1839.18 N Sept-Apr 55 2.09 114.95 1735675 236.75 3574.93
T2233 Sub24-26,Pivots65-66 72.74 BUA B Mar-Set 5.5 34.5 189.75 13802.42 K Sept-Apr 1 so 50.00 3637600 239.75 17439.42
T2233 A67 3.15 Cr D Feb15June 150.0 0.88 15 117.00 368.55 N Sept-Apr 50 1.86 93.00 292.95 210.00 661.50
T2233 A68 3.92 Cr D Feb15June 150.0 0.88 15 117.00 458.64 N Sept-Apr 50 1,86 93.00 364.56 210.00 823.20
T2233 A69 5.04 Cr D Febl5June 150.0 0.88 15 117.00 589.68 N Sept-Apr 50 1.86 93.00 468.72 210.00 1058.40
T2233 A70 5.95 Cr D Feb15-June 150.0 0.88 15 117.00 696.15 N Sept-Apr 50 1.86 93.00 553.35 210.00 1249.50
T2233 A71 7 Cr D Febl5June 150.0 0.88 15 117.00 679.00 N t- 50 1.86 93.00 651.00 210.00 1470.00
T2233 A72 14.31 Cr D Febl5June 150.0 0.88 15 117.00 167427 N 1 Sept-Apr50 1.86 93.00 1330.83 210.00 3005.10
Totals: 1W..55 208568.13 154908.54 363476.66
3(a)of 11

Reception Area Specification Year l of a 2 year crop rotation
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N Total Total Ibs N
Acreage T Code Apply Yield Ibs N/Unit Residual /Ac Utilizetl Code Apply Yield Ibs N/Unit Residual /Ac Utilized Lbs N/Ac Utilized
T2233 A73 10.23 Cr D Feb15-June 150.0 0.88 15 117.00 1196.91 N Sept-Apr 50 1.86 93.00 951.39 210.00 2148.30
T2233 A74 21.61 EXA D Feb15�June 156.0 0.88 15 122.28 2642.47 N Sept-Apr 60 1.86 111.60 2411.68 233.88 5054.15
T2233 A75 12.03 Cr D Feb15-June 150.0 0.88 15 117.00 1407.51 N Sept-Apr 50 1.86 93.00 1118.79 210.00 2526.30
T2233 A76 7.93 Pe D Febl5-June 162.0 0.93 15 135.66 1075.78 N Se -A r 60 2.01 120.60 956.36 256.26 2032.14
T2233 A77 8.14 Cr D Feb15-June 150.0 0.88 15 117.00 952.38 N Sept-Apr 50 1.86 93.00 757.02 210.00 1709.40
T2233 A78 25.71 Cr D Feb15-June 150.0 0.88 15 117.00 3008.07 N Se t-A r 50 1.86 93.00 2391.03 210.00 5399.10
T2233 A79 13.96 Cr D Feb15-June 150.0 0.88 15 117.00 1633.32 N Sept-Apr 50 1.86 93.00 1298.28 210.00 2931.60
Totals: 99.61 11916.44 9884.54 21800.99
3(b)of 11

Reception Area Specifications Year 2 of a 2 year crop rotation
Tract Field Irrigated Soil 1st Crop Time W 1st Crop 1st Crop Lbs N1Ac Lbs N Toal Ibs N 2nd Crop Time to 2nd Crop 2nd Crop Lbs MAC Lbs N Total IM N Total Total Ibs N
Acreage Type Code Apply Yield Ibs N/Unit Residual IAc Utilized Code Apply Yield Ibs WUnit Residual IAc Utilized Lbs NIAc Utilized
T2233 A7-12 92.55 Cr O A r-Se t15 34.0 3.84 130.56 12083.33 0.00 0.00 130.56 12083.33
T2233 13 7.1 Fo O Apr-SeprtlS 34.0 3.91 132.94 943.87 0.00 0.00 132.94 943.87
T2233 14 7.8 Fo O Aipr-SeptI5 34.0 3.91 132.94 1036.93 0.00 0.00 132.94 1036.93
T2233 15 5.3 Pe O Apr-Sep115 42.0 3.89 163.38 865.91 0.00 0.00 163.38 865.91
T2233 At6 15.15 Oc O Apr-Septl5 28.0 3.87 108.36 1641.65 0.00 0.00 108.36 1641.65
T2233 A17-18 24.19 Cr O A r-Se 15 34.0 3.84 130.56 3158.25 0.00 0.00 130.56 3158.25
T2233 A19 13.71 Tr O Apr-Septl5 35.0 3.89 136.15 1866.62 0.00 0.00 136.15 1866.62
T2233 A20-21 12.96 LeA B Mar-S25 3.0 33 99.00 1283.04 K Sept-Apr 1 50 50.00 649.00 149.00 1931.04
T2233 A22-23 15.22 LeA B Mar-Sept 3.0 33 99.00 1506.78 K Sept-Apr 1 50 50.00 761.00 149.00 2267.78
T2233 A29-30 13.5 we B Mar-Sept 4.5 32.25 145.13 1959.19 K Sept-Apr 1 50 50.00 675.00 195.13 2634.19
T2233 A31-40 SC31 we O A Se t75 29.0 3.87 112.23 9462.11 0.00 0.00 112.23 9462.17
T2233 41 95.6 Cr O Apr-SeptIS 34.0 3.84 130.56 12481.54 0.00 0.00 130.56 12481.54
T2233 42 87.7 Cr O A rSe 75 34.0 3.84 130.56 11450.11 • 0.00 0.00 130.56 11450.11
T2233 43 120.01 Cr O Apr-SepH5 34.0 3.84 130.56 15668.51 0.00 0.00 130.56 15668.51
T2233 44 95.11 Cr O Apr-Septl5 34A 3.84 130.56 12417.56 0.00 0.00 130.56 12417.56
T2233 45 115.85 Cr O Apr-Septl5 34.0 3.84 130.56 15125.38 0.00 0.00 130.56 15125.38
T2233 50 16.4 Cr O Apr-Sept15 34.0 3.84 130.56 2141.18 0.00 0.00 130.56 2141.18
T2233 51 21.5 Cr O Apr-Septl5 34.0 3.94 130.56 2807.04 0.00 0.00 130.56 2807.04
T2233 52 21.2 Cr O Apr-Septl5 34.0 3.84 130.56 2767.87 0.00 0.00 130.56 2767.87
T2233 53 21.5 Cr O A r-Se tl5 34.0 3.84 130.56 2807.04 0.00 0.00 130.56 2807.04
T2233 54 53.9 Cr O Apr-Sepvtl5 34.0 3.84 130.56 7037.18 0.00 0.00 130.56 7037.18
T2233 A55-1 13.57 Cr O A r-Se t15 34.0 3.84 130.56 1771.70 0.00 0.00 130.56 1771.70
T2233 A55�2 8.19 Cr O A -Se t15 34.0 3.84 130.56 1069.29 0.00 0.00 130.56 1069.29
T2233 A56-1 8.5 Cr O Apr-SeprtlS 34.0 3.84 130.56 1109.76 0.00 0.00 130.56 1109.76
T2233 A56-2 9.78 Cr O Apr-SeprtlS 34.0 3.84 130.56 1276.88 0.00 0.00 130.56 1276.88
T2233 A56-3 11A6 Cr O Apr-Sept15 34.0 3.84 130.56 1496.22 0.00 0.00 130.56 1496.22
T2233 A57-1 11.96 Cr O Apr-Seprt15 34.0 3.84 130.56 1561.50 0.00 0.00 130.56 1561.50
T2233 A57-2 12.76 Cr O Apr-Sept15 34.0 3.84 130.56 1665.95 0.00 0.00 130.56 1665.95
T2233 A58-1 53.76 Pe O Apr-SepH5 42.0 3.89 163.38 8783.31 0.00 0.00 163.38 8783.31
T2233 A59-1 18.5 Cr O Apr-Sept15 34.0 3.84 130.56 2415.36 0.00 0.00 130.56 2415.36
T2233 A60-1 18.06 Cr O Apr-Septl5 34.0 3.94 130.56 2357.91 0.00 0.00 130.56 2357.91
T2233 61 81 Re O Apr-SepH5 37.0 3.87 143.19 11598.39 0.00 0.00 143.19 11598.39
T2233 62 65.9 Pe O Apr-Sept15 42.0 3.89 163.38 10766.74 0.00 0.00 163.38 10766.74
T2233 63 58.3 Pe O Apr-Sept15 42.0 3.89 163.38 9525.05 • 0.00 0.00 163.38 9525.05
T2233 64 59.1 Pe O A r-Se tl5 42.0 3.89 163.38 9655.76 0.00 0.00 163.38 9655.76
T2233 64A 55.92 Pe O Apr-SeFytl5 42.0 3.89 163.38 9136.21 0.00 0.00 163.38 9136.21
T2233 65 61.89 BUA B Mar-Sept 5.5 34.5 189.75 11743.63 K Sept-Apr 1 50 50.00 3094.50 239.75 14838.13
T2233 66 41.13 LaB B Mar-Sept 3.9 37.5 146.25 6015.26 K Sept-Apr 1 50 50.00 1 2056.50 196.25 8071.76
T2233 Sub13-15 15.1 Fo O A FSe t15 34.0 3.91 132.94 2007.39 0.00 0.00 132.94 2007.39
T2233 Sub24-2SPivo1s65-66 72.74 BUA B Mar-Sept 5.5 34.5 189.75 13802.42 K Sept-Apr 1 50 50.00 3637.00 239.75 17439.42
T2233 A67 3.15 Cr O Apr-SeprtlS 34.0 3.84 130.56 411.26 0.00 0.00 130.56 411.26
T2233 A68 3.92 Cr O A -Se t15 34.0 3.84 130.56 511.80 0.00 0.00 130.56 511.80
T2233 A69 5.04 Cr O Apr-Sep,115 34.0 3.84 130.56 658.02 0.00 0.00 130.56 658.02
T2233 A70 5.95 Cr O A Se 115 34.0 3.84 130.56 776.83 0.00 0.00 130.56 776.83
T2233 A71 7 Cr O A Se 15 34.0 3.84 130.56 913.92 0.00 0.00 130.56 913.92
T2233 A72 14.31 Cr O A -Se t15 34.0 3.84 130.56 7868.31 0.00 0.00 130.56 1868.31
Totals: 1657.55 233409.90 foa72.00 244281.90
3(c)of 11

Reception Area Specifications Year 2 of 2 year crop rotation
Tract Field Irrigated Soil 1st Crop Timeto 1stCrop 1stCrop Lbs N/Ac LbsN Total lbsN 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac LbsN Total lbsN Total Total lb.N
Acreage Type Code Apply Yield Ibs N/Unit Residual /Ac Utilized
Cotle Apply Yield Me NfUnit Residual /Ac Utilized Lbs N/Ac Utilized
T2233 A73 10.23 Cr O Apr-Sept15 34.0 3.84 130.56 1335.63 0.00 0.00 130.56 1335.63
T2233 A74 21.61 FxA O A rSe t15 42.0 3.84 161.28 3485.26 0.00 0.00 161.28 3485.26
T2233 A75 12.03 Cr O A rSe t15 34.0 3.64 130.56 1570.64 0.00 0.00 130.56 1570.64
T2233 A76 7.93 Pe O A r-Se t15 42.0 3.89 163.38 1295.60 0.00 0.00 163.38 1295.60
T2233 A77 8.14 Cr O A r-Se t15 34.0 3.84 130.56 1062.76 0.00 0.00 130.56 1062.76
T2233 A78 25.71 Cr O Apr-SeptlS 34.0 3.84 130.56 3356.70 0.00 0.00 130.56 3356.70
T2233 A79 13.96 Cr O Apr-Sept15 34.0 3.84 130.56 1822.62 ' 0.00 0.00 130.56 1822.62
Totals: 99.01 13929.20 0.00 13929.20
3(d)of 11

Reception Area Specifications OPTIONAL CROPS
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs NIAc Lbs N Total Ibs N 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total lbs N Total Total Ibs N
Acreage Type Code Apply Yield Ibs N/Unit Residual /Ac Utilized Code Apply Yield Ibs N/Unit Residual /Ac Utilized Lbs N/Ac Utilized
T2233 Any Any S Sept-Apr 1.0 100 100.00 0.00
T2233 Any Any CC Sept-Apr 1.0 30 30.00 0.00
T2233 Any Cr M MariS-Aug 60.0 1.61 96.60 0.00
T2233 Any Fo M Mar15-Aug 55.0 1.78 97.90 0.00
T2233 Any Pe M Mar15-Aug 65.0 1.72 111.80 0.00
T2233 Any Oc M Mar15-Aug 35.0 1.67 58.45 0.00
T2233 Any Tr M Marl 5-Aug 60.0 1.72 103.20 0.00
T2233 Any Ro M Mar-1 5-Aug 55.0 1.67 g1.85 0.00
T2233 Any Wo M Mar15-Aug 50.0 1.67 83.50 0.00
T2233 Any ExA M Marl 5-Aug 60.0 1.61 96.60 0.00
T2233 A20-21 LeA C MarSe t 3.0 44 132.00 0.00
T2233 A22-23 LeA C Mar-Sept 3.0 44 132.00 0.00
T2233 A29-30 we C Mar-Sept 4.5 43 193.50 0.00
T2233 65 BuA C Mar-Sept 5.5 46 253.00 0.00
T2233 66 LaB C Mar-Set 3.9 50 195.00 0.00
T2233 Sub24-26,Pivots65.66 BuA C Mar-Sept 5.5 46 253.00 0.00
NOTE:Amount applied to cover crop must be deducted from following crops starting PAN rate.
Totals: 0.00 0.00 0.00 0.00
3(e)of 11

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda),forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definitely interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation,you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop Description-Harvested As
A Barley Grain Crop
B Grazed Hybrid Bermudagrass Pasture/Grazed
C Hybrid Bermudagrass Hay Hay
B/C Comb. Hybrid Bermudagrass Graze/Hay Combination
D Corn-Grain Grain Crop
E Corn-Silage Silage
F Cotton Cotton Lint
G Grazed Fescue Pasture/Grazed
H Fescue Hay Hay
I Oats Grain Crop
J Rye Grain Crop
K Grazed Overseed Pasture/Grazed (Seeded in Bermudagrass)
L Overseed Hay Hay(Seeded in Bermudagrass)
M Grain Sorghum Grain Crop
N Wheat Grain Crop
O Soybean Grain Crop
P Pine Trees Pine Trees
S Small Grain Grain Crop/Hay(After Grain Crop)
CC Cover Crop Not Harvested; Burned/Disked In
SWG Swithgrass Biomass Crop
Acres shown in the preceding table 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.
See attached map showing the fields to be used for the utilization of animal waste.
4of11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PAN/ r/animal Farm Total/ r
3350 Farrow to Wean 0.8 2680
Farrow to Feeder 0.96
Farrow to Finish 3.9
10600 Wean to Feeder 0.07 742
Wean to Finish 0.27
64680 Feeder to Finish 0.34 21991.2
Gilts 0.39
Boars 0.55
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 25413.2 pounds of plant available nitrogen per year and will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 127066 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre,you will need 423 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre,you will need 1016.528 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
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.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
'This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. in many situations,the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for>180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5of11

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil Application Rate Application Amount
Tract Hydrant Type Crop in/hr ' inches
T2233 Al-12 Cr D 0.45 1
T2233 13 Fo D 0.5 1
T2233 14 Fo D 0.5 1
T2233 15 Pe D 0.45 1
T2233 A16 Oc D 0.5 1
T2233 A17-18 Cr D 0.45 1
T2233 A19 Tr D 0.45 1
T2233 A20-21 LeA B 0.65 1
T2233 A22-23 LeA B 0.65 1
T2233 A29-30 Wo B 0.4 1
T2233 A31-40 Wo D 0.4 1
T2233 41 Cr D 0.45 1
T2233 42 Cr D 0.45 1
T2233 43 Cr D 0.45 1
T2233 44 Cr D 0.45 1
T2233 45 Cr D 0.45 1
T2233 50 Cr D 0.45 1
T2233 51 Cr D 0.45 1
T2233 52 Cr D 0.45 1
T2233 53 Cr D 0.45 1
T2233 54 Cr D 0.45 1
T2233 A55-1 Cr D 0.45 1
T2233 A55-2 Cr D 0.45 1
T2233 A56-1 Cr D 0.45 1
T2233 A56-2 Cr D 0.45 1
T2233 A56-3 Cr D 0.45 1
T2233 A57-1 Cr D 0.45 1
T2233 A57-2 Cr D 0.45 1
T2233 A58-1 Pe D 0.45 1
T2233 A59-1 Cr D 0.45 1
T2233 A60-1 Cr D 0.45 1
T2233 61 Ro D 0.35 1
T2233 62 Pe D 0.45 1
T2233 63 Pe D 0.45 1
T2233 64 Pe D 0.45 1
T2233 64A Pe D 0.45 1
T2233 65 BuA B 0.6 1
T2233 66 LaB B 0.75 1
T2233 Sub13-15 Fo D 0.5 1
T2233 4-26,Pivotsi BuA B 0.6 1
T2233 A67 Cr D 0.45 1
T2233 A68 Cr D 0.45 1
T2233 A69 Cr D 0.45 1
T2233 A70 Cr D 0.45 1
T2233 A71 Cr D 0.45 1
T2233 A72 Cr D 0.45 1
6(a) of 11

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil Application Rate Application Amount
Tract Hydrant Type Crop inlhr ' inches
T2233 A73 Cr D 0.45 1
T2233 A74 ExA D 0.35 1
T2233 A75 Cr D 0.45 1
T2233 A76 Pe D 0.45 1
T2233 A77 Cr D 0.45 1
T2233 A78 Cr D 0.45 1
T2233 A79 Cr D 0.45 1
6(b) of 11

Additional Comments:
This plan revised to reflect an update in the production and application rates
to the current rates as listed on the NCSU Nutrient Management website and
to include the previously non-irrigated fields and to change some of the pulls/
linears to aerway fields.
Pulls 1-12 -now Al-12
Pull 16- now A16
Pulls 17-18- now Al7-18
Pull 19- now A19
Pulls 20-21 -now A20-21
Pulls 22-23 -now A22-23
Pulls 24-28- now part of Sub24-26,65-66
Pulls 29-30- now A29-30
Pulls 31-40- now A31-40
Linear 55 - now A55-1 &A55-2
Linear 56 - now A56-1, A56-2 &A56-3
Linear 57 - now A57-1 &A57-2
Linear 58 - now A58-1
Linear 59 - now A59-1
Linear 60 - now A60-1
7of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Mr. Holmes 1-14,17-18, Blueberry, Bladen,Ammon &
Owner: Murphy-Brown, LLC
Manager:
Owner/Manager Agreement:
Itwe understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities,will require a
new nutrient management plan and a new certification to be submitted to DWR before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWR upon request.
Name of Facility Owner: Murphy-Brown, LLC
Signature: A'w
Date
Name of Manager(if different from owner):
Signature:
Date
Name of Technical Specialist: M. Kevin Weston
Affiliation: Murphy-Brown,LLC.
Address: 2822 Hwy 24 West,PO Drawer 866
Warsaw, NC 28398
Telephone: [phone]
Signature: �i/ �,�� 3/zf�/ZO/G
Date
8of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 which 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 Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving 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 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).
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
surface is frozen.
9of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 than 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.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by 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.
10 of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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.
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 soil 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 a
minimum of five years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
11 of 11

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Weston, Kevin
From: [e-mail] on behalf of Shepherd, Michael D
<[e-mail]>
Sent: Tuesday, October 02, 2018 10:55 AM
To: [e-mail]; [e-mail];
NCAG R.ncswcdistricts
Cc: Stewart, Alexander; NC Interagency Nutrient Management
Subject: [SWC.TechnicalSpecialists] FW: Application Window Expansion
Attachments: ATT00001.txt
All,
Due to the recent events of Hurricane Florence and continued warm weather, NCDA&CS Regional Agronomist are supportive of
extending the application window for Bermuda up to October 20`h, 2018. If a producer decides to land apply to Bermuda during
this extension, a copy of this email should be maintained In their records.
Michael Shepherd
Environmental Senior Specialist
Division of Soil and Water Conservation
NC Department of Agriculture & Consumer Services
336-940-8901
www.ncagr.gov/swc
From:Stewart,Alexander
Sent: Tuesday, October 2, 2018 10:18 AM
To:Shepherd, Michael D <[e-mail]>
Cc: Lawson, Christine <[e-mail]>; Reardon,Joe W<[e-mail]>; Hudak,Colleen
<[e-mail]>; Meckes, Doug<[e-mail]>; Dr. Rich Bonanno<[e-mail]>; Cox,
Vernon N <[e-mail]>
Subject:Application Window Expansion
Michael,
Considering recent information provided below by our Regional Agronomists, we are supportive of extending the
spraying/application window up to October 20th 2018.
This type of an extension is not unprecedented. In 2015 and 2016 extensions such as these were granted after extended periods
of wet weather and Hurricane Matthew.
Bermuda is by far the best crop to apply nutrients to now. It is still actively growing, utilizing nutrients,and can still be harvested
thus removing the nutrients applied. It is my opinion that a statewide pumping window extension should be granted until
October 20, 2018 for bermuda. Bermuda will continue to actively grow and utilize nutrients if the soil temperature stays above
65 degrees Fahrenheit. As mean ambient temperature dips below 60 degrees Fahrenheit growth will start to slow after several
days. Dormancy will set in once mean ambient temperature reaches 50 degrees Fahrenheit for an extended period. If we look
at the long-range forecast for Raleigh, mean ambient temperature only falls below 60 degrees Fahrenheit for one night prior to
October 20th. Therefore, soil temperature should also remain adequate for growth and development of bermuda providing for
nutrient uptake over the next 20 days. Stopping on the 20th will allow for timely harvest and adequate regrowth before headinf
into the winter months.
A copy of this email should be maintained in the files of all operations choosing to extend the spraying/application window.
Please let me know if you have any questions.
t

Regards,
Sandy
Alexander M. "Sandy' Stewart
Assistant Commissioner
North Carolina Department of Agriculture and Consumer Services
1001 Mail Service Center
Raleigh, NC 27699
919-414-4863 (m);919-707-3015(o)
sgndy.stewort Pncogr.gov
Email correspondence to and from this address is subject to North Carolina Records Laws and may be disclosed to third parties.
� I &� /D-Z- te,
Owner/Manager Date
Technical Specialist Date

NUTRIENT UTILIZATION PLAN AMENDMENT
Grower(s): Murphy-Brown, LLC
Farm Name: Mr, Holmes 1-14,17-18,Blueberry,Bladen&Ammon Nursery
County: Bladen Fee. No.:9-203
Farm Ca acit
Farrow to Wean 3700
Farrow to Feeder
Farrow to Finish
Wean to Feeder 3103
Feeder to Finish 63,446
Storage Structure: Anaerobic Lagoon
Storage Period: >180 days
Application Method: Irrigation
This amendment allows the producer to plant a small grain cover crop to be harvested as hay on
any of the row crop fields if desired. If producer chooses to plant this cover crop, a maximum of 100
Ibs N/ac may be applied from Sept-April. If total PAN applications are 30 Ibs N/ac or less, then the
cover crop does not have to be harvested. It the cover crop is not harvested the total amount of PAN
applied must be deducted from the following crops starting PAN rate.
Ow er/Manager Date
Technical Specialist Date

Grower: Holmes Finisher#1 Designedy: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill, INC 28458 Date: 02/26/09
County: Du lin Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery ------------------- 0
Wean to Finish: ------------------- 0
Finishing: ------------------- 3672 Hd.
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? (YIN)------------ 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; ------------------- 102.90 Ft.
Freeboard: ------------------- 1.0 Ft.
Emergency Spillway Flow Depth:
Side Slopes: ------------------ 3 :1 (H:V)
Top of Dike Elevation: ---------------- Depth 107.20 Ft.
Finished Bottom Elevation: ---------------- 10.20 Ft. 97.00 Ft.
Start Pump Elevation: ---------------- 19.92 In. 105.54 Ft.
Stop Pump Elevation: ---------------- 49.32 In. 103.09 FI.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % REQ'D.
Storm Stor= 67334 (Cu.Ft.) 67,529 (Cu.Ft.) 100.29%
Temporary= 183904 (Cu.Ft.) 237,205 (Cu.Ft.) 128.98%
Permanent= 495720 (Cu.Ft.) 496,186 (Cu.Ft.) 100.09%
Total Volume= 746,958 (Cu.Ft.) 800,920 (Cu.Ft.) 107.22%
112 Treatment Volume= 247,860 (Cu.Ft.)
1/2 Treatment Volume Elevation= 100.24 Ft. 83.52 In.
90 Temporary Storage Volume Elevation = 104.30 Ft. 34.85 In.
Min. Required Liner Thickness ------------------- 1.5 Ft.
Lagoon Surface Area: (Inside TOD) ------------------- 107,735 S.F.
Murphy-Brown,LLC Engineering P.O.Box 856,Warsaw, NC 26398 [phone]

Grower: Holmes Finisher#1 Designedy: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 02/26/09
County: Duplin Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: r, Cu. Ft.
LAGOON STAGE-AREA VOLUMES
Contour
Elevation (FT.) Area SF Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FT)
97.00 71,183 0
98.00 74,447 72,815 72,815
99.00 77,780 76,114 148,929
100.00 81,183 79,482 228,410
101.00 84,655 82,919 311,329
102.00 88,197 86,426 397,755
103.00 91,808 90,003 487,758
104.00 95,489 93,649 581,406
105.00 99,239 97,364 678,770
106.00 103,059 101,149 779,919
107.00 106,949 105,004 884,923
107.20 107,735 21,468 906,391
These volumes were calculated using the vertical averse end area method.
TOTAL REQD VOL 746,958 CF CUMULATIVE VOL. ZONE VOL. 107.22 0
END PUMP = _ _ = 103.09 FT 496,186 CF TR'MT 496186 100.09%
START PUMP = = 105.54 FT 733,390 CF TEMP 237:205 128.98 0
MAX STORAGE = 106.20 FT 800,920 CF STORM 67,529 100.290
Murphy-Brown, LLC Engineering P.O. Box 856,Warsaw, NC 28398 [phone]

Grower: Holmes Finisher#1 Designed By: KBW
Address: PO Box 759 Checked By, DSE
Rose Hill, NC 28458 Dale: 02/26/09
County: Duplin Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storaae:
Required Treatment Volume:
jAnImal Type Capacity ALW (cu.ft./lb) = ota
Nursery 0 30 1.00 0
Wean to Finish 0 115 1.00 0
Finishing 3,672 135 1.00 495,720
Farrow to weanling 0 433 1.00 0
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.)- 495,720
Sludge Storage Volume:
[Animal Type Capacity ALW (cu.ft./lb) = Total
Nursery 0 30 0.00 0
Wean to Finish 0 115 0.00 0
Finishing 3,672 135 0.00 0
Farrow to weanling 0 433 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.)= 0
Temporary Storaae Volume:
Manure Production:
Animal Type Capacity Sto. Period d./day)= o a
Nursery 0 180 0.30 0
Wean to Finish 0 180 1.17 0
Finishing 3,672 180 1.37 905,515
Farrow to weanling 0 180 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
Total Manure Production(gals.)= 905,515
Total Manure Production(cu.ft.)= 121,058
Excess Fresh Water:
Animal Type Capacity Sto. Period J./day)=Total
Nursery 0 180 0.00 go
Wean to Finish 0 180 0.00
Finishing 3,672 180 0.00
Farrow to weanling 0 180 0.00
Farrow to feeder 0 180 0.00
Farrow to finish 0 180 0.00
Boars 0 180 0.00
Total Fresh Water Excess (gals.)= 0
Total Fresh Water Excess (cuSt.)= 0
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Holmes Finisher#1 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Dale: 02/26/09
County: Duplin Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area +Additional Drainage Area)* Rainfall / 12in./ft
Vol.= (107735 sq.ft. + 0 sq.ft.) * 7 in. /12 in.lft.
Total Required Volume for Rainfall In Excess of Evap. (cu.ft.)= 62,845
Storm Storage:
Vol.=(Lagoon Surf.Area +Addt'I Drainage Area) *25Yr./24Hr. Storm(in)/12in./ft.
Vol.= (107735 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Y0241-11r.Storm Event(cu.ft)= 67,334
"Heavy Rain"Storage:
Vol.=(Lagoon Surf.Area +Addfl Drainage Area)*"Heavy Rain" Factor(in)/121n./fl.
Vol.= (107735 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')= 67,334 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr.Water+ Rainfall Excess +Additional Water Storage)= 183,904 (CU.FT)
Total Required Permanent Storage
(Treatment+Sludge)= 495,720 (CU.FT)
TOTAL REQUIRED VOLUME = 746958(CU.FT.)
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Holmes Finisher#1 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 02126/09
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ------------------- 107.20 FT.
Emergency Spillway Crest Elevation ------------------- Not Al Applicable
Top of 25Yr./241-1r.Storm Storage ------------------- 106.20 FT.
Top of"Heavy Rain"Storage ------------------- Not Applicable
Start Pump Elevation ------------------- 105.54 FT.
End Pump Elevation ------------------- 103.09 FT.
Top of Sludge Storage ------------------ Not Applicable
Seasonal High Watertable Elev. ------------------- 102.90 FT.
Finished Bottom Elevation ------------------- 97.00 FT.
Inside Top Length ------------------- Not Applicable
Inside Top Width ------------------- Not Applicable
Side Slopes ------------------- 3:1 H:V
Lagoon Surface Area ------------------- 107,735 SF
Min. Liner Thickness(if required) ------------------ 1.5 FT.
Freeboard Depth ------------------- 1.00 FT.
Temporary Storage Period ------------------- 180 Days
TOTAL DESIGN VOLUME= 800920 (CU.FT.)
Zone Depths:
Treatment/Sludge Storage Zone Depth ----------- 6.1 FT.
Temporary Storage Zone Depth --------... 2.5 FT.
Freeboard/Storm Storage Zone Depth ----------- 1.7 FT.
Total Lagoon Depth ----------- 10.2 FT.
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Holmes Finisher#1 Designe KBW
Address: PO Box 759 Checke<DSE
Rose Hill, NC 28458 Date: 02/26/09
County: Duplin Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 107.20
/ \ TOP OF STORM ELEV= 106.20 / \
STRT PMP EL.= 105.54 \ TOP OF TEMP STORAGE ELEV= 105.54 /
END PMP EL. = 103.09 \ TOP OF TREAT ELEV= 103.09 SHWT= 102.90
1 /
\ /
FINISHED BOTTOM ELEV= 97.00
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Holmes Finisher#1 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 02/26/09
County: Duplin 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.
o CA...
0Q
NOTE: See attached Waste Utilization Plan
SEAL '
023994
DESIGNED:
DATE:
COMMENTS: The lagoon has been designed as an irregular shape.
Actual contour areas taken from the lagoon design are used to calculate
the surface area and storage volume characteristics of the lagoon.
This design is update of start and stop pump elevations and to show the 112
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 26398 [phone]

Grower: Holmes Finisher #2 & 3 Designedy: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 01/07/16
County: Du lin Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery ------------------- 0
Wean to Finish: ------------------- 0
Finishing: ------------------- 7344 Hd.
Farrow to weanling: ------------------- 0
Farrow to feeder: ------------------- 0
Farrow to finish: ------------------- 0
Boars: ------------------- 0
Storage Period: ------------------- 168 Days
25-Year 24 Hr Storm Event ------------------- 7.5 In.
"Heavy Rain" Factor 7.5 In.
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? REQUIRED!!!!!!! Y
Was This Design Built Prior to Sept. 1996? (Y/N)------------ N
Is Drain Tile Req'd to Lower SHWT? (Y/N)------------ N
Seasonal High Water Table Elev: ------------------- 101.00 Ft.
Freeboard: ------------------- 1.0 Ft.
Emergency Spillway Flow Depth: 0
Side Slopes: ------------------- 3 :1 (H:V)
, , _,s ALT-C to Downln:id
contour areas see sii I of 7
Top of Dike Elevation: ---------------• Depth 108.00 Ft.
Finished Bottom Elevation: ---------------• 11.00 Ft. 97,00 Ft.
Start Pump Elevation: ---------------- 27.72 In. 105.69 Ft.
Stop Pump Elevation: ---------------- 64.44 In. 102.63 Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % RE 'D.
StormStor= 338101 (Cu.Ft.) 339,900 (Cu.Ft.) 100.53%
Temporary = 537155 (Cu.Ft.) 763,945 (Cu.Ft.) 140.36%
Permanent= 1239300 (Cu.Ft.) 1,241,496 (Cu.Ft.) 100.18%
Total Volume = 2,114,556 (Cu.Ft.) 2,336,341 (Cu.Ft.) 110.44%
1/2 Treatment Volume= 619,650 (Cu.Ft.)
112 Treatment Volume Elevation = 99.93 Ft. 96.89 In.
90 Temporary Storage Volume Elevation = 104.26 Ft. 44.86 In.
Min. Required Liner Thickness ------------------- 1.6 Ft.
Lagoon Surface Area: (Inside TOD) ------------------- 270,481 S.F.
Murphy-Brown, LLC Engineering P.O. Box 856,Warsaw,NC 28398 [phone]

Grower: o mes finis erDesigned y: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 01/07/16
County: Duplin Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: 3Cu. Ft.
LAGOON STAGE-AREA VOLUMES
Contour
Elevation (FT.) Area SF Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FT)
97.00 204,089 0
98.00 209,783 206,936 206,936
99.00 215,546 212,665 419,601
100.00 221,378 218,462 638,063
101.00 227,277 224,328 862,390
102.00 233,244 230,261 1,092,651
103.00 239,280 236,262 1,328,913
104.00 245,384 242,332 1,571,245
105.00 251,556 248,470 1,819,715
106.00 257,796 254,676 2,074,391
107.00 264,105 260,951 2,335,341
108.00 270,481 267,293 2,602,634
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 2,114,556 CF CUMULATIVE VOL. ZONE VOL. 110.44%
END PUMP = _ _ = 102.63 FT 1,241,496 CF TR'MT 1,2411496 100.18%
START PUMP = = : 105.69 FT 1,995,441 CF TEMP 753,945 140.36%
MAX STORAGE = 107.00 FT 2,335,341 CF STORM 339,900 100.53%
Murphy-Brown, LLC Engineering P.O. Box 856,Warsaw,NC 28398 [phone]

Grower: Holmes Finisher#2 & 3 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 01/07/16
County: Duplin Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
lAnimal Type Capacity W TEW rTc-5771b) = ota
Nursery 0 30 1.00 0
Wean to Finish 0 115 1.00 0
Finishing 7,344 135 1.00 991,440
Farrow to weanling 0 433 0.67 0
Farrow to feeder 0 522 0.67 0
Farrow to finish 0 1,417 1.00 0
Boars 0 400 0.50 0
Total Required Treatment Volume(cu. ft.)= 991,440
Sludge Storage Volume:
[Animal Type Capacity cu. . = otal
Nursery 0 30 0.25 0
Wean to Finish 0 115 0.25 0
Finishing 7,344 135 0.25 247,860
Farrow to weanling 0 433 0.17 0
Farrow to feeder 0 522 0.17 0
Farrow to finish 0 1,417 0.25 0
Boars 0 400 0.125 0
Total Required Sludge Storage Volume(cu. ft.)= 247,860
Temporary Storage Volume:
Manure Production:
Animal Type Capacity to. Period ay =Total
Nursery 0 168 0.30 0
Wean to Finish 0 168 1.17 0
Finishing 7,344 168 1.40 1,727,309
Farrow to weanling 0 168 4.30 0
Farrow to feeder 0 168 4.50 0
Farrow to finish 0 168 13.50 0
Boars 0 168 4.00 0
Total Manure Production (gals.)= 1,727,309
Total Manure Production (cu.ft.)= 230,924
Excess Fresh Water:
�Animal Type Capacity Sto. Perio ay =Total
Nursery 0 168 0.20 0
Wean to Finish 0 168 0.77 0
Finishing 7,344 168 0.90 1,110,413
Farrow to weanling 0 168 2.90 0
Farrow to feeder 0 168 3.50 0
Farrow to finish 0 168 9.50 0
Boars 0 168 2.70 0
Total Fresh Water Excess(gals.)= 1,110,413
Total Fresh Water Excess(cu.ft.)= 148,451
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Holmes Finisher#2 & 3 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 01/07/16
County: Duplin Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area +Additional Drainage Area) * Rainfall/12in./ft
Vol.= (270481 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)- 157,781
Storm Storage:
Vol.=(Lagoon Surf. Area +Addt'I Drainage Area) * 100Yr./24Hr. Storm(in)/ 12in./ft.
Vol.= (270481 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 100Yr./24Hr. Storm Event(cu.ft)= 169,051
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area +Addt'I Drainage Area) *"Heavy Rain" Factor(in)/ 12in./ft.
Vol.= (270481 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for"Heavy Rain" (cu.ft.)a 169,051
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
(100Yr. /241-1r. Storm+ 'Heavy Rain')= 338,101 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water+ Rainfall Excess+Additional Water Storage)= 537,155 (CU.FT)
Total Required Permanent Storage
(Treatment+ Sludge) = 1,239,300 (CU.FT)
TOTAL REQUIRED VOLUME= 2114556 (CU.FT.)
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28998 [phone]

Grower: Holmes Finisher#2&3 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 01/07/16
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ------------------ 108.00 FT.
Emergency Spillway Crest Elevation ------------------- Not Al Applicable
Top of 100Yr. /24Hr. Storm Storage ------------------- 107.00 FT.
Top of"Heavy Rain" Storage ------------------- 106.35 FT.
Start Pump Elevation ----------------- 105.69 FT.
End Pump Elevation ------------------- 102.63 FT.
Top of Sludge Storage ------------------- 98.19 FT.
Seasonal High Watertable Elev. ------------------- 101.00 FT.
Finished Bottom Elevation ------------------- 97.00 FT.
Inside Top Length ------------------- Not Applicable
Inside Top Width —---------------- Not Applicable
Side Slopes ------------------ 3:1 H:V
Lagoon Surface Area --------------- 270,481 SF
Min. Liner Thickness(if required) ----------------- 1.6 FT.
Freeboard Depth ----------------- 1.00 FT.
Temporary Storage Period ----------------- 168 Days
TOTAL DESIGN VOLUME = 2336341 (CU.FT.)
Zone Depths:
Treatment/Sludge Storage Zone Depth ----------- 5.6 FT.
Temporary Storage Zone Depth ----------- 3.1 FT.
Freeboard/Storm Storage Zone Depth ----------- 2.3 FT.
Total Lagoon Depth ----------- 11.0 FT.
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Holmes Finisher#2 & 3 Designe KBW
Address: PO Box 759 Checker DSE
Rose Hill, NC 28458 Date: 01/07/16
County: Duplin Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 108.00
/ \ TOP OF STORM ELEV= 107.00 / \
\ TOP OF HEAVY RAIN ELEV= 106.35 /
STRT PMP EL.= 105.69 \ TOP OF TEMP STORAGE ELEV= 105.69 /
END PMP EL. = 102.63 \ TOP OF TREAT ELEV = 102.63 SHWT = 10 1.00
\ TOP OF SLUDGE ELEV= 98.19 /
\_ /
FINISHED BOTTOM ELEV = 97.00
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Holmes Finisher#2& 3 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 01/07116
County: Duplin 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 in August, 2003.
Emergency Spillway:
An Emergency Spillway has been designed per the owners request.
NOTE: See attached Waste Utilization Plan
DESIGNED:
DATE:
COMMENTS: The lagoon has been designed as an irregular shape.
Actual contour areas taken from the lagoon design are used to calculate
the surface area and storage volume characteristics of the lagoon.
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 856, Warsaw NC 28398 [phone]

Grower: Mr Holmes 4&5 Designedy: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 12/18/08
County: Bladen Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Pooulation:
Nursery: ------------------- 0
Wean to Finish: ------------------- 0
Finishing: ------------------- 7344 Hd.
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 Not Applicable
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: ------------------- 102.50 Ft.
Freeboard: ------------------- 1.0 Ft.
Emergency Spillway Flow Depth: Not Applicable
Side Slopes: ------------------- 3 :1 (H:V)
Press ALT-C to Download 0.0
contour areas see sheet 2 of 7... 0.0
Top of Dike Elevation: ---------------- Depth 105.00 Ft.
Finished Bottom Elevation: ---------------• 10.90 Ft. 95.00 Ft.
Start Pump Elevation: ---------------- 19.8 In, 104.25 Ft.
Stop Pump Elevation: ---------------- 40.8 In. 102.50 Ft.
LAGOON VOLUME REQUIRED VOL, DESIGN VOLUMES % REQ'D.
Storm Stor= 176286 (Cu.Ft.) 177,039 (Cu.Ft.) 100.43%
Temporary= 406650 (Cu.Ft.) 463,021 (Cu.Ft.) 113.86%
Permanent= 991440 (Cu.Ft.) 1,757,739 (Cu.Ft.) 177.29%
Total Volume= 1,574,376 (Cu.Ft.) 2,397,799 (Cu.Ft.) 152.30%
112 Treatment Volume= 495,720 (Cu.Ft.)
1/2 Treatment Volume Elevation = 100.53 Ft. 64.38 In.
90 Temporary Storage Volume Elevation= 103.18 Ft. 32.60 In,
Min. Required Liner Thickness ------------------- 1.6 Ft.
Lagoon Surface Area: (Inside TOD) ------------------- 282,058 S.F.
Murphy-Brown,LLC Engineering P.O. Box 856,Warsaw,NC 28398 [phone]

Grower: Mr Holmes 4&5 uesigneciBy: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 12/18/08
County: Bladen 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)
95.00 210,400 0
96.00 216,615 213,508 213,508
97.00 222,902 219,759 433,266
98.00 229,261 226,082 659,348
99.00 235,692 232,477 891,824
100.00 242,196 238,944 1,130,768
101.00 248,772 245,484 1,376,252
102.00 255,421 252,097 1,628,349
103.00 262,142 258,782 1,887,130
104.00 268,935 265,539 2,152,669
105.00 275,800 272,368 2,425,036
105.90 282,058 251,036 2,676,072
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 1,574,376 CF CUMULATIVE VOL. ZONE VOL. 152.30%
END PUMP = = = = 102.50 FT 1,757,739 CF TR'MT 1,757,739 177.29%
START PUMP = = : 104.25 FT 2,220,760 CF TEMP 463,021 113.86%
MAX STORAGE = 104.90 FT 2,397,799 CF STORM 177,039 100,43%
Murphy-Brown, LLC Engineering P.O.Box 856,Warsaw, NC 28398 [phone]

Grower: Mr Holmes 4&5 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 12/18/08
County: Bladen Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type apacd ALW (cu. t. I ) = otal
Nursery 0 30 1.00 0
Wean to Finish 0 115 1.00 0
Finishing 7,344 135 1.00 991,440
Farrow to weanling 0 433 1.00 0
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.)= 991,440
Sludge Stora a Volume:
Animal Tye Capacity ALW cu.t. I = Total
Nursery 0 30 0.00 0
Wean to Finish 0 115 0.00 0
Finishing 7,344 135 0.00 0
Farrow to weanling 0 433 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.)= 0
Temporary Storage Volume:
Manure Production:
Animal Type Capacity Sto. Period ay =Total
Nursery 0 180 0.30 0
Wean to Finish 0 180 1.17 0
Finishing 7,344 180 1.37 1,811,030
Farrow to weanling 0 180 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
Total Manure Production (gals.)= 1,811,030
Total Manure Production (cu.ft.)= 242,116
Excess Fresh Water:
Animal Type Capacity Sto. Period d./day =Total
Nursery 0 180 0.00 0
Wean to Finish 0 180 0.00 0
Finishing 7,344 180 0,00 0
Farrow to weanling 0 180 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
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: Mr Holmes 4&5 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 12/18/08
County: Bladen Sheet 4 of 7
Temporary Storasre Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area +Additional Drainage Area)* Rainfall/121n./ft
Vol.= (282058 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap.(cu.ft.)= 164,534
Storm Storage:
Vol.=(Lagoon Surf.Area +Addt'I Drainage Area)* 25Yr./24Hr. Storm(in)/ 12in./ft.
Vol.= (282058 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr.i24Hr. Storm Event(cu.ft)= 176,286
"Heavy Rain"Storage:
Vol.=(Lagoon Surf. Area +Addt'I Drainage Area)* "Heavy Rain" Factor(in)/121n./ft.
Vol.= (282068 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')= 176,286 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water+ Rainfall Excess +Additional Water Storage)= 406,650 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 991,440 (CU.FT)
TOTAL REQUIRED VOLUME = 1574376(CU.FT.)
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Mr Holmes 4&5 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 12/18/08
County: Bladen Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ------------------- 105.90 FT.
Emergency Spillway Crest Elevation ------------------- Not Al Applicable
Top of 25Yr./24Hr. Storm Storage ------------------- 104.90 FT.
Top of"Heavy Rain"Storage ------------------- Not Applicable
Start Pump Elevation ------------------- 104.25 FT.
End Pump Elevation ------------------- 102.50 FT.
Top of Sludge Storage ------------------- Not Applicable
Seasonal High Watertable Elev. ------------------- 102.50 FT.
Finished Bottom Elevation ------------------- 95.00 FT.
Inside Top Length ------------------- Not Applicable
Inside Top Width ------------------- Not Applicable
Side Slopes ------------------- 3:1 H:V
Lagoon Surface Area ------------------- 282,058 SF
Min. Liner Thickness(if required) ------------------- 1.6 FT.
Freeboard Depth ------------------- 1.00 FT.
Temporary Storage Period ------------------- 180 Days
TOTAL DESIGN VOLUME=2397799 (CU.FT.)
Zone Depths:
Treatment/Sludge Storage Zone Depth----------- 7.5 FT.
Temporary Storage Zone Depth ----------- 1.8 FT.
Freeboard/Storm Storage Zone Depth ----------- 1.7 FT,
Total Lagoon Depth ----------- 10.9 FT.
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Mr Holmes 4&5 Designe KBW
Address: PO Box 759 Checke(DSE
Rose Hill NC 28458 Date: 12/18/08
County: Bladen Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV= 105.90
/ \ TOP OF STORM ELEV= 104.90 / \
STRT PMP EL.= 104.25 1 TOP OF TEMP STORAGE ELEV= 104.25 /
END PMP EL. = 102.50 \ TOP OF TREAT ELEV= 102.50 SHWT= 102.50
FINISHED BOTTOM ELEV=95.00
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Mr Holmes 4&5 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 12/18/08
County: Bladen 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.
O .;.FEssrp' .�/ 't
NOTE: See attached Waste Utilization Plan
SEAL
_ Z 023994
DESIGNED:
DATE: Og
COMMENTS: The lagoon has been designed as an irregular shape.
This design is update of start and stop pump elevations and to show the 112
treatment volume level for sludge storage._This volume level for sludge storage. This design does not supercede the
not supercede the
original certification of the farm.
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Mr Holmes 6&7 Designecly: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill INC 28458 Date: 02/26/09
County: Bladen Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: ------------------- 0
Wean to Finish: ------------------- 0
Finishing: ------------------- 7344 Hd.
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 7.5 In.
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)------------ Y
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: ------------------- 103.00 Ft.
Freeboard: ------------------- 1.0 Ft.
Emergency Spillway Flow Depth: 0
Side Slopes: ------------------- 3 :1 (H:V)
0.0
0.0
Top of Dike Elevation: ---------------• Depth 109.50 Ft.
Finished Bottom Elevation: ---------------• 12,00 Ft. 97.50 Ft.
Start Pump Elevation: ---------------- 19.8 In. 107.85 Ft.
Stop Pump Elevation: ---------------• 72 In. 103.50 Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES %REQ'D.
StormStor= 154241 (Cu.Ft.) 155,676 (Cu.Ft.) 100.93%
Temporary= 386074 (Cu.Ft.) 976,351 (Cu.Ft.) 252.89%
Permanent= 991440 (Cu.Ft.) 1,176,965 (Cu.Ft.) 118.71%
Total Volume= 1,531,755 (Cu.Ft.) 2,308,992 (Cu.Ft.) 150.74%
1/2 Treatment Volume= 495,720 (Cu.Ft.)
1/2 Treatment Volume Elevation = 101.09 Ft. 100.90 In.
90 Temporary Storage Volume Elevation = 106.72 Ft. 33.34 In.
Min. Required Liner Thickness ------------------- 1.8 Ft.
Lagoon Surface Area: (Inside TOD) ------------------- 246,785 S.F.
Murphy-Brown,LLC Engineering P.O.Box 856,Warsaw,NC 28398 f910)293-3434

Grower: Mr Holmes 6&7 Designedy: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 02/26/09
County: Bladen 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)
97.50 180,277 0
98.00 182,841 90,780 90,780
99.00 188,023 185,432 276,212
100.00 193,278 190,651 466,862
101.00 198,604 195,941 662,803
102.00 204,002 201,303 864,106
103.00 209,472 206,737 1,070,843
104.00 215,015 212,244 1,283,087
105.00 220,629 217,822 1,500,909
106.00 226,315 223,472 1,724,381
107.00 232,074 229,195 1,953,575
108.00 237,904 234,989 2,188,564
109.00 243,806 240,855 2,429,419
109.50 246,785 122,648 2,552,067
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 1,531,755 CF CUMULATIVE VOL. ZONE VOL. 150,74%
END PUMP = = = = 103.50 FT 1,176,965 CF TR'MT 1,176,965 118.71%
START PUMP = = : 107.85 FT 2,153,316 CF TEMP 976,351 252.89%
MAX STORAGE = 108.50 FT 2,308,992 CF STORM 155,676 100.93%
Murphy-Brown, LLC Engineering P.O.Sox 856,Warsaw,NC 28398 [phone]

Grower: Mr Holmes 6&7 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 02/26/09
County: Bladen Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
[Animal ype Capacity cu. . = o a
Nursery 0 30 1.00 0
Wean to Finish 0 115 1.00 0
Finishing 7,344 135 1.00 991,440
Farrow to weanling 0 433 1.00 0
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.)= 991,440
Sludge Storage Volume:
jAnImal Type Capacify A cu, t. = 0 a
Nursery 0 30 0.00 0
Wean to Finish 0 115 0.00 0
Finishing 7,344 135 0.00 0
Farrow to weanling 0 433 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.)= 0
Temporary Storage Volume:
Manure Production:
Animal Type Capacity 915. PeHoa Total
Nursery 0 180 0.30 0
Wean to Finish 0 180 1.17 0
Finishing 7,344 180 1.37 1,811,030
Farrow to weanling 0 180 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
Total Manure Production (gals.)= 1,811,030
Total Manure Production (cu.ft.)= 242,116
Excess Fresh Water:
mmaType CaFacity bto. Fenocl J./day) = ota
Nursery 0 180 0.00 0
Wean to Finish 0 180 0.00 0
Finishing 7,344 180 0.00 0
Farrow to weanling 0 180 0.00 0
Farrow to feeder 0 180 0.00 0
Farrow to finish 0 180 0.00 0
Boars 0 186 0.00 0
Total Fresh Water Excess (gals.)= 0
Total Fresh Water Excess (cu.ft.)= 0
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 910 293-3434

Grower: Mr Holmes 6&7 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 02/26/09
County: Bladen Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area +Additional Drainage Area)' Rainfall/12in./ft
Vol.= (246785 sq.ft. + 0 sq.ft.) ` 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap.(cu.ft.)= 143,958
Storm Storage:
Vol.=(Lagoon Surf.Area +Addt'I Drainage Area)'25Yr./241-1r.Storm(in)/ 12in./ft.
Vol.= (246785 sq.ft + 0 sq.ft.) ' 7.5 in. /12 in./fl.
Total Required Volume for 25Yr.124Hr.Storm Event(cu.ft)= 154,241
"Heavy Rain" Storage:
Vol.=(Lagoon Surf.Area +Addt'I Drainage Area)*"Heavy Rain" Factor(in)/12in./ft.
Vol.= (246785 sq.ft + 0 sq.ft.) ` 7.5 in. 112 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')= 154,241 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water+Rainfall Excess +Additional Water Storage)= 386,074 (CU.FT)
Total Required Permanent Storage
(Treatment+ Sludge) = 991,440 (CU.FT)
TOTAL REQUIRED VOLUME = 1531755(CU.FT.)
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Mr Holmes 6&7 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 02/26/09
County: Bladen Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ------------------- 109.50 FT.
Emergency Spillway Crest Elevation ------------------- Not Al Applicable
Top of 25Yr./241-1r. Storm Storage ------------------- 108.50 FT.
Top of"Heavy Rain"Storage ------------------- Not Applicable
Start Pump Elevation ------------------- 107.85 FT,
End Pump Elevation ------------------- 103.50 FT.
Top of Sludge Storage ------------------- Not Applicable
Seasonal High Watertable Elev. ------------------- 103.00 FT.
Finished Bottom Elevation ------------------- 97.50 FT.
Inside Top Length ------------------- Not Applicable
Inside Top Width ------------------- Not Applicable
Side Slopes ------------------- 3:1 H:V
Lagoon Surface Area .................. 246,785 SF
Min, Liner Thickness(if required) ------------------- 1.8 FT.
Freeboard Depth .....------------- 1.00 FT.
Temporary Storage Period ---............... 180 Days
TOTAL DESIGN VOLUME=2308992 (CU.FT.)
Zone Depths:
Treatment/Sludge Storage Zone Depth ---------- 6.0 FT.
Temporary Storage Zone Depth ----------- 4.3 FT.
Freeboard/Storm Storage Zone Depth ----------- 1.7 FT.
Total Lagoon Depth ----------- 12.0 FT.
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower. Mr Holmes 6&7 Designe KBW
Address: PO Box 759 Checke<DSE
Rose Hill NC 28458 Date: 02/26/09
County: Bladen Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV= 109,50
/ \ TOP OF STORM ELEV= 108.50 / \
STRT PMP EL.= 107.85 \ TOP OF TEMP STORAGE ELEV= 107.85 /
END PMP EL. = 103.50 \ TOP OF TREAT ELEV= 103.50 SHWT= 103.00
1 /
FINISHED BOTTOM ELEV= 97.50
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 26396 [phone]

Grower: Mr Holmes 6&7 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 02/26/09
County: Bladen 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 has been designed per the owners request.
NOTE: See attached Waste Utilization Plan ;�OP�p,CA ti0`�'G--
Sf-Pa_ `
DESIGNED: 023994
DATE: Z -E
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 856, Warsaw NC 28398 [phone]

Grower: Mr Holmes 8&9 Designedy: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 02/26/09
County: Bladen Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery ------------------- 0
Wean to Finish: ------------....... 0
Finishing: ------------------- 7344 Hd.
Farrow to weanling: ------------------- 0
Farrow to feeder: ------------------- 0
Farrow to finish: ------------------- 0
Boars: ------------------- 0
Storage Period: ------------------- 180 Days
100 Yr. l24 Hr Storm Event --•---------------- 7.5 In.
"Heavy Rain"Factor 7.5 In.
Rainfall in Excess of Evaporation ------------------- 7.0 In.
Additional Water Usage: -------------------
Additional Drainage Area: -------------------
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N)------------ Y
Does Operator Want Emergency Spillway? REQUIREDIIIMI Y
Was This Design Built Prior to Sept. 1996? (Y/N)------------ N
Is Drain Tile Req'd to Lower SHWT? REQUIREDIII M Y
Seasonal High Water Table Elev: ------------------- 102.58 Ft.
Freeboard: ------------------- 1.0 Ft.
Emergency Spillway Flow Depth: 0.3 Ft.
Side Slopes: ------------------- 3 :1 (H:V)
Top of Dike Elevation: --------........ Depth 106.67 Ft.
Finished Bottom Elevation: ---------------- 11.20 Ft. 95.47 Ft.
Start Pump Elevation: ---------------- 31.32 In. 104.06 Ft.
Stop Pump Elevation: ---------------• 66.36 In. 101.14 Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES %REQ'D.
Storm Stor= 333019 (Cu.Ft.) 334,318 (Cu.Ft.) 100.39%
Temporary= 561881 (Cu.Ft.) 708,037 (Cu.Ft.) 126.01%
Permanent= 1239300 (Cu.Ft.) 1,239,703 (Cu.Ft.) 100.03%
Total Volume= 2,134,200 (Cu.Ft.) 2,282,058 (Cu.Ft.) 106.93%
112 Treatment Volume= 619,650 (Cu.Ft.)
1/2 Treatment Volume Elevation = 98.40 Ft. 99.19 In.
90 Temporary Storage Volume Elevation= 102.93 Ft. 44.86 In.
Min. Required Liner Thickness ------------------- 1.5 Ft.
Lagoon Surface Area: (Inside TOD) ------------------- 266,415 S.F.
Murphy-Brown, LLC Engineering P.0,Box 856,Warsaw, NC 28398 [phone]

Grower: Mr Holmes 8&9 Designedy:
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 02/26/09
County: Bladen Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: r, juu. Ft.
LAGOON STAGE-AREA VOLUMES
Contour
Elevation (FT.) Area SF Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FT)
95.47 203,234 0
96.00 206,113 108,477 108,477
97.00 211,439 208,776 317,253
98.00 216,833 214,136 531,389
99.00 222,293 219,563 750,952
100.00 227,821 225,057 976,009
101.00 233,417 230,619 1,206,628
102.00 239,079 236,248 1,442,876
103.00 244,809 241,944 1,684,820
104.00 250,606 247,708 1,932,527
105.00 266,471 253,539 2,186,066
106.00 262,403 259,437 2,445,503
106.67 266,415 177,154 2,622,657
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 2,134,200 CF CUMULATIVE VOL. ZONE VOL. 106.93%
END PUMP = = = = 101.14 FT 1,239,703 CF TR'MT 1,239,703 100.03%
START PUMP = = : 104.06 FT 1,947,740 CF TEMP 708,037 126.01%
MAX STORAGE = 105.37 FT 2,282,058 C,'F_STORMj 334,318 100.39%
Murphy-Brown,LLC Engineering P.O.Box 856,Warsaw,NC 28398 (910)2933434

Grower: Mr Holmes 8&9 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 02/26/09
County: Bladen Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
PermanentStoraae:
Required Treatment Volume:
pima ype apaaty A cu. . l = Tota
Nursery 0 30 1.00 1 0
Wean to Finish 0 115 1.00 0
Finishing 7,344 135 1.00 991,440
Farrow to weanling 0 433 0.67 0
Farrow to feeder 0 522 0.67 0
Farrow to finish 0 1,417 1.00 0
Boars 0 400 0.50 0
Total Required Treatment Volume(cu.ft.)= 991,440
Sludge Storage Volume:
jAnimal ype Capacity cu. . = o a
Nursery 0 30 0.25 0
Wean to Finish 0 116 0.25 0
Finishing 7,344 136 0.25 247,860
Farrow to weanling 0 433 0.17 0
Farrow to feeder 0 522 0.17 0
Farrow to finish 0 1,417 0.25 0
Boars 0 400 0.125 0
Total Required Sludge Storage Volume(cu. ft.)= 247,860
Temporary Storage Volume:
Manure Production:
mma ypeCapacity to. erio ay =Total
Nursery 0 880 0.30 0
Wean to Finish 0 180 1.17 0
Finishing 7,344 180 1.40 1,850,688
Farrow to weanling 0 180 4.30 0
Farrow to feeder 0 180 4.50 0
Farrow to finish 0 180 13.50 0
Boars 0 180 4.00 0
Total Manure Production (gals.)= 1,850,688
Total Manure Production(cu.ft.)= 247,418
Excess Fresh Water:
pima ype Capacity Sto.Ped ay =Total
Nursery 0 180 0.20 0
Wean to Finish 0 180 0.77 0
Finishing 7,344 180 0.90 1,189,728
Farrow to weanling 0 180 2.90 0
Farrow to feeder 0 180 3.50 0
Farrow to finish 0 180 9.50 0
Boars 0 180 2.70 0
Total Fresh Water Excess (gals.)= 1,189,728
Total Fresh Water Excess (cu.it.)= 159,055
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 910) 293-3434

Grower: Mr Holmes 8&9 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 02/26/09
County: Bladen Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area+Additional Drainage Area)*Rainfall/12in./ft
Vol.= (266415 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 155,409
Storm Storage:
Vol.=(Lagoon Surf. Area +Addt'I Drainage Area) * 100Yr./24Hr. Storm(in)/12in./ft.
Vol.= (266415 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 100Yr.124Hr.Storm Event(cu.ft)= 166,509
"Heavy Rain"Storage:
Vol.=(Lagoon Surf.Area +Addl'I Drainage Area)*"Heavy Rain" Factor(in)! 121n./ft.
Vol.= (266415 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for"Heavy Rain"(cu.ft.)= 166,509
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
(100Yr./241-1r. Storm+ 'Heavy Rain')= 333,019 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water+ Rainfall Excess+Additional Water Storage) = 561,881 (CU.FT)
Total Required Permanent Storage
(Treatment+Sludge)= 1,239,300 (CU.FT)
TOTAL REQUIRED VOLUME=2134200 (CU.FT.)
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Mr Holmes 8&9 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 02/26/09
County: Bladen Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ------------------- 106.67 FT.
Emergency Spillway Crest Elevation ------------------- 105.37 FT.
Top of 100Yr./24Hr. Storm Storage ------------------ 105.37 FT.
Top of"Heavy Rain"Storage ------------------- 104.72 FT.
Start Pump Elevation ------------------- 104.06 FT.
End Pump Elevation ------------------- 101.14 FT.
Top of Sludge Storage ------------------- 96.67 FT.
Seasonal High Watertable Elev. ------------------- 102.58 FT.
Finished Bottom Elevation ---------------- 95.47 FT.
Inside Top Length ------------------- Not Applicable
Inside Top Width ------------------- Not Applicable
Side Slopes ------------------- 3:1 H:V
Lagoon Surface Area ----------------- 266,415 SF
Min. Liner Thickness(if required) ------------------- 1.5 FT.
Freeboard Depth ------------------- 1.00 FT.
Temporary Storage Period ------------------- 180 Days
TOTAL DESIGN VOLUME = 2282058 (CU.FT.)
Zone Depths:
Treatment/Sludge Storage Zone Depth ----------- 5.7 FT.
Temporary Storage Zone Depth ----------- 2.9 FT.
Freeboard/Storm Storage Zone Depth ----------- 2.6 FT,
Total Lagoon Depth ----------- 11.2 FT.
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 26398 [phone]

Grower: Mr Holmes 8&9 Designe KBW
Address: PO Box 759 Checker DSE
Rose Hill NC 28458 Date: 02/26/09
County: Bladen Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV= 106.67
/ \ TOP OF STORM ELEV = 105.37 / \
\ TOP OF HEAVY RAIN ELEV= 104.72 /
STRT PMP EL.= 104.06 \ TOP OF TEMP STORAGE ELEV = 104.06 /
END PMP EL. = 101.14 \ TOP OF TREAT ELEV= 101.14 SHWT= 102.58
\ TOP OF SLUDGE ELEV= 96.67 /
FINISHED BOTTOM ELEV=95.47
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Mr Holmes 8&9 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 02/26/09
County: Bladen 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 in August,2003.
Emergency Spillway:
An Emergency Spillway has been designed per the owners request.
SHWT:
Subsurface drain tile will be installed adjacent to the lagoon as shown on the site
drawing. The tile is being installed to keep the seasonal high water table adjacent
to the lagoon at or below the stop pump elevation.
,,� �nurrrrrii
NOTE: See attached Waste Utilization Plan �.` Q.\N CA,9
�O•POFESS/p•.�/��
DESIGNED: w��� _ 13EAL
0239yq _
DATE:
''rll ll lrll�"
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 856, Warsaw NC 28398 [phone]

Grower: MrHoIrnes10&11 Designedy: KBW
Address: PO Box 759 Checked By: DSE
Rose HIII NC 28458 Date: 12/18/08
County: Bladen Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: ------------------- 0
Wean to Finish: ------------------- 0
Finishing: ------------------- 7344 Hd.
Farrow to weanling: ------------------- 0
Farrow to feeder: ------------------- 0
Farrow to finish: ------------------- 0
Boars: ------------------- 0
Storage Period: ------------------- 180 Days
100 Yr./24 Hr Storm Event ------------ 7.5 In.
"Heavy Rain"Factor - - -- --- 7.5 In.
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? REQUIRED!!!!!!! N
Was This Design Built Prior to Sept. 1996? (Y/N)------------ N
Is Drain Tile Req'd to Lower SHWT? (Y/N)------------ N p
Seasonal High Water Table Elev: ------------------- 0.00 1 • 7,3
Freeboard: ------------------- 1.0 Ft.
Emergency Spillway Flow Depth: -- -- ------------- 0.3 Ft.
Side Slopes: ------------------- 3 :1 (H:V)
Press ALT-C to Download 0.0
contour areas see sheet 2 of 7... 0.0
Top of Dike Elevation: ---------------- Depth 106.80 Ft.
Finished Bottom Elevation: ---------------- 11.20 Ft. 95.60 Ft.
Start Pump Elevation: ---------------- 31.44 In, 104.18 Ft.
Stop Pump Elevation: ---------------- 62.4 In. 101.60 Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % REQ'D.
Storm Stor= 330571 (Cu.Ft.) 332,833 (Cu.Ft.) 100.68%
Temporary= 560739 (Cu.Ft.) 618,296 (Cu.Ft.) 110.26%
Permanent= 1239300 (Cu.Ft.) 1,285,517 (Cu.Ft.) 103.73%
Total Volume= 2,130,611 (Cu.Ft.) 2,236,645 (Cu.Ft.) 104.98%
1/2 Treatment Volume= 619,650 (Cu.Ft.)
1/2 Treatment Volume Elevation= 98.83 Ft. 95.65 In.
90 Temporary Storage Volume Elevation = 103.04 Ft. 45.11 In.
Min. Required Liner Thickness ------- 1.5 Ft.
Lagoon Surface Area: (Inside TOD) ------------------- 264,457 S.F.
Murphy-Brown, LLC Engineering P.O. Box 856,Warsaw,NC 28398 [phone]

Grower: r o mes 0=1 Designedy: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 12/18/08
County: Bladen 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)
95.60 196,925 0
96.00 199,114 79,208 79,208
97.00 204,781 201,948 281,155
98.00 210,524 207,653 488,808
99.00 216,346 213,435 702,243
100.00 222,244 219,295 921,538
101.00 228,219 225,232 1,146,769
102.00 234,272 231,246 1,378,015
103.00 240,402 237,337 1,615,352
104.00 246,609 243,506 1,858,857
105.00 252,893 249,751 2,108,608
106.00 259,255 256,074 2,364,682
106.81 264,457 212,103 2,576,786
These volumes were calculated using the vertical average end area method.
TOTAL REOD VOL 2,130,611 CF CUMULATIVE VOL. ZONE VOL. 104.98%
END PUMP = = = = 101.60 FT 1,285,517 CF TR'MT 1,285,517 103.730/.
START PUMP = = : 104.18 FT 1,903,812 CF TEMP 618,296 110.26%
MAX STORAGE = 105.50 FT 2,236,645 CF STORM 332,833 100.68%
Murphy-Brown,LLC Engineering P.O. Box 856,Warsaw,NC 28398 [phone]

Grower: Mr Holmes 10&11 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 12/18/08
County: Bladen Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
jAnimal Type Capacity ALW (cu.ft./lb) = Total
Nursery 0 30 1.00 0
Wean to Finish 0 115 1.00 0
Finishing 7,344 135 1.00 991,440
Farrow to weanling 0 433 0.67 0
Farrow to feeder 0 522 0.67 0
Farrow to finish 0 1,417 1.00 0
Boars 0 400 0.50 0
Total Required Treatment Volume (cu.ft.)= 991,440
Sludge Storage Volume:
Animal Type Capacity ALW (cu.ft./lb) Total
Nursery 0 30 0.25 0
Wean to Finish 0 115 0.25 0
Finishing 7.344 135 0.25 247,860
Farrow to weanling 0 433 0.17 0
Farrow to feeder 0 522 0.17 0
Farrow to finish 0 1,417 0.25 0
Boars 0 400 0.125 0
Total Required Sludge Storage Volume(cu.ft.)= 247,860
Temporary Storage Volume:
Manure Production:
Animal Type Capacity Ste. Period d. day)=Total
Nursery 0 180 0.30 0
Wean to Finish 0 180 1.17 0
Finishing 7,344 180 1.40 1,850,688
Farrow to weanling 0 180 4.30 0
Farrow to feeder 0 180 4.50 0
Farrow to finish 0 180 13.50 0
Boars 0 180 4.00 0
Total Manure Production (gals.)= 1,850,688
Total Manure Production(cu.ft.)= 247,418
Excess Fresh Water:
Animal Type Capacity ' Ste. Periodd./day = Total
Nursery 0 180 0.20 0
Wean to Finish 0 180 0.77 0
Finishing 7,344 180 0.90 1,189,728
Farrow to weanling 0 180 2.90 0
Farrow to feeder 0 180 3.50 0
Farrow to finish 0 180 9.50 0
Boars 0 180 2.70 77777M
Total Fresh Water Excess (gals.)= 1,189,728
Total Fresh Water Excess (cu.fl.)= 159,055
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Mr Holmes 10&11 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 12/18/08
County: Bladen Sheet 4 of 7
Temporary Storage Volume: (Copt 1
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area +Additional Drainage Area)*Rainfall/12in./ft
Vol.= (264457 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 164,267
Storm Storage:
Vol.=(Lagoon Surf.Area +Addt'1 Drainage Area)* 100Yr./24Hr. Storm(in)/12in./ft.
Vol.= (264457 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 100YrJ24Hr. Storm Event(cu.ft)= 165,286
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area +Addt'i Drainage Area)*"Heavy Rain" Factor(in)/12in./ft.
Vol.= (264457 sq.fl + 0 sq.ft.) * T5 in. /12 in./ft.
Total Required Volume for "Heavy Rain"(cu.ft.)= 165,286
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
(100Yr. /24Hr. Storm+ 'Heavy Rain')= 330,571 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water+ Rainfall Excess +Additional Water Storage) = 560,739 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 1,239,300 (CU.FT)
TOTAL REQUIRED VOLUME = 2130611 (CU.FT.)
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Mr Holmes 10&11 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 12/18/08
County: Bladen Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ------------------- 106.80 FT.
Emergency Spillway Crest Elevation ------------------- 105.50 FT.
Top of 100Yr./241-11r. Storm Storage ------------------- 105.50 FT.
Top of"Heavy Rain"Storage ------------------- 104.84 FT.
Start Pump Elevation ------------------- 104.18 FT.
End Pump Elevation ------------------- 101.60 FT.
Top of Sludge Storage ------------------- 96.84 FT.
Seasonal High Watertable Elev. ------------------- 0.00
Finished Bottom Elevation ------------------- 95.60 FT.
Inside Top Length ------------------- Not Applicable
Inside Top Width ------------------- Not Applicable
Side Slopes ------------------- 3:1 H:V
Lagoon Surface Area ------------------- 264,457 SF
Min. Liner Thickness(if required) ------------------- 1.5 FT.
Freeboard Depth ------------------- 1.00 FT.
Temporary Storage Period ------------------- 180 Days
TOTAL DESIGN VOLUME = 2236645 (CU.FT.)
Zone Deaths:
Treatment/Sludge Storage Zone Depth ----------- 6.0 FT.
Temporary Storage Zone Depth ----------- 2.6 FT.
Freeboard /Storm Storage Zone Depth ----------- 2.6 FT.
Total Lagoon Depth ----------- 11.2 FT.
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Mr Holmes 10&11 Designe KBW
Address: PO Box 759 Checker DSE
Rose Hill NC 28458 Date: 12/18/08
County: Bladen Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV= 106.80
/ \ TOP OF STORM ELEV= 105.50 / \
1 TOP OF HEAVY RAIN ELEV= 104.84 /
STRT PMP EL.= 104.18 \ TOP OF TEMP STORAGE ELEV= 104.18 /
END PMP EL. = 101.60 \ TOP OF TREAT ELEV= 101.60 SHWT= 0.00
\ TOP OF SLUDGE ELEV=96.84 /
FINISHED BOTTOM ELEV=95.60
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Mr Holmes 10&11 Designed By: K13W
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 12/18/08
County: Bladen Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United Stales
Natural Resources Conservation Service PRACTICE STANDARD 359-WASTE TREATMENT
LAGOON, revised in August, 2003.
Emergency Spillway:
An Emergency Spillway is required due to design guidelines.
�Nnrr rrrq
NOTE: See attached Waste Utilization Plan =�-Osj
FES 0
= 02.3994
DESIGNED: '
G/NEE.?•'� ;:
DATE: (L OS
''rrnnnuN`
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 856, Warsaw NC 28398 [phone]

Grower: r o mes eslgne y: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 12/18/08
County: Bladen Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population,
Nursery ----------- ------- 0
Wean to Finish: ------------------- 0
Finishing: ------------------- 7344 Hd.
Farrow to weaning: ------------------- 0
Farrow to feeder: ------------------- 0
Farrow to finish: ------------------- 0
Boars: --------------- 0
Storage Period: ------------------- 180 Days
100 Yr./24 Hr Storm Event ------------------- 7.5 In.
"Heavy Rain"Factor ------ -- 7.6 In.
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? (YIN)------------ Y
Does Operator Want Emergency Spillway? REQUIREDIIIIIII N
Was This Design Built Prior to Sept. 1996? (Y/N)------------ N
Is Drain Tile Req'd to Lower SHWT? (Y/N)------------ N
Seasonal High Water Table Elev: ------------------- 04)&
Freeboard: ------------------- 1.0 Ft.
Emergency Spillway Flow Depth: ------------------- 0.3 Ft.
Side Slopes: ------------------- 3 :1 (H:V)
Press ALT-C to Download 0.0
contour areas see sheet 2 of 7... 0.0
Top of Dike Elevation: ---------------- Depth 109.10 Ft.
Finished Bottom Elevation: ---------------• 11.20 Ft. 97.90 Ft.
Start Pump Elevation: ---------------• 31.56 In. 106.47 Ft.
Stop Pump Elevation: ---------------• 62.4 In. 103.90 Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % REQ'D.
StormStor= 334671 (Cu.Ft.) 338,620 (Cu.Ft.) 101.18%
Temporary= 562653 (Cu.Ft.) 623,216 (Cu.Ft.) 110.76%
Permanent = 1239300 (Cu.Ft.) 1,295,707 (Cu.Ft.) 104 55%
Total Volume= 2,136,624 (Cu.Ft.) 2,257,543 (Cu.Ft.) 105.66%
1/2 Treatment Volume= 619,650 (Cu.Ft.)
L112 Treatment Volume Elevation = 101.15 Ft. 95.35 In.
90 Temporary Storage Volume Elevation = 105.35 Ft. 45.05 In.
Min. Required Liner Thickness ------------------- 1.5 Ft.
Lagoon Surface Area: (Inside TOD) ------------------- 267,737 S.F.
Murphy-Brown,LLC Engineering P.O.Box 856,Warsaw,NC 28398 [phone]

Grower: r o mes 12 13 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NO 28458 Date: 12/18/08
County: Bladen 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)
97.90 198,110 0
98.00 198,681 19,840 19,840
99.00 204,501 201,591 221,431
100.00 210,401 207,451 428,882
101.00 216,380 213,391 642,272
102.00 222,439 219,410 861,682
103.00 228,577 225,508 1,087,190
104.00 234,794 231,686 1,318,875
105.00 241,091 237,943 1,556,818
106.00 247,467 244,279 1,801,097
107.00 253,922 250,695 2,051,791
108.00 260,457 257,190 2,308,981
109.00 267,071 263,764 2,572,745
109.10 267,737 26,740 2,599,485
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 2,136,624 OF CUMULATIVE VOL. ZONE VOL. 105.66%
END PUMP = = = = 103.90 FT 1,295,707 OF TR'MT 1,295,707 104.55%
START PUMP = = : 106.47 FT 1,918,923 OF TEMP 623,216 110.76%
MAX STORAGE = 107.80 FT 2,257,543 OF STORM 338,620 101.18%
Murphy-Brown, LLC Engineering P.O.Box 656,Warsaw,NC 28393 [phone]

Grower: Mr Holmes 12&13 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill INC 28458 Dale: 12/18/08
County: Bladen Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity A cu. t./lb) Total
Nursery 0 30 1.00 0
Wean to Finish 0 115 1.00 0
Finishing 7,344 135 1,00 9 11,440
Farrow to weanling 0 433 0.67 0
Farrow to feeder 0 522 0.67 0
Farrow to finish 0 1,417 1.00 0
Boars 0 400 0.50 0
Total Required Treatment Volume (cu, ft.)= 991,440
Sludge Storage Volume:
nima Type Capacity A (cu.ft./lb) = Total
Nursery 0 30 0.25 0
Wean to Finish 0 115 0,25 0
Finishing 7,344 135 0.25 247,860
Farrow to weanling 0 433 0.17 0
Farrow to feeder 0 522 0.17 0
Farrow to finish 0 1,417 0.25 0
Boars 0 400 0.125 0
Total Required Sludge Storage Volume (cu.ft.)= 247,860
Temporary Storage Volume:
Manure Production:
lAnimal Type Capacity Sto. Period d./day)=Total
Nursery 0 180 0.30
Wean to Finish 0 180 1.17gl,850,6188
Finishing 7,344 180 1.40Farrow to weanling 0 180 4.30Farrow to feeder 0 180 4.50Farrow to finish 0 180 1350
Boars 0 180 4.00 0
Total Manure Production (gals.)= 1,850,688
Total Manure Production (cu.ft.)= 247,418
Excess Fresh Water:
Animal Type apacity to. Perlo ay =Total
Nursery 0 180 1 0.20 0
Wean to Finish 0 180 0.77 0
Finishing 7.344 180 1 0.90 1,189,728
Farrow to weanling 0 180 2.90 0
Farrow to feeder 0 180 3.50 0
Farrow to finish 0 180 9.50 0
Boars 0 180 2.70 0
Total Fresh Water Excess (gals.)= 1,189,728
Total Fresh Water Excess (cu.ft.)= 159,055
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Mr Holmes 12&13 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 12/18/08
County: Bladen Sheet 4 of 7
Temporary Storage Volume: (Cont.1
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area +Additional Drainage Area)*Rainfall/121n./ft
Vol.= (267737 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 156,180
Storm Storage:
Vol.=(Lagoon Surf. Area +Addt'I Drainage Area)* 100Y0241-1r. Storm(in)/121n./ft.
Vol.= (267737 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 100Yr.124Hr. Storm Event(cu.ft)= 167,336
"Heavy Rain"Storage:
Vol.=(Lagoon Surf. Area +Addt'I Drainage Area)*"Heavy Rain" Factor(in)/ 12in./ft.
Vol.= (267737 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for "Heavy Rain"(cu.ft.)= 167,336
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
(100Yr. /241-1r. Storm +'Heavy Rain')= 334,671 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr.Water + Rainfall Excess+Additional Water Storage) = 562,653 (CU.FT)
Total Required Permanent Storage
(Treatment+ Sludge) = 1,239,300 (CU.FT)
TOTAL REQUIRED VOLUME= 2136624(CU.FT.)
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Mr Holmes 12&13 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 12/18/08
County: Bladen Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ------------------- 109.10 FT.
Emergency Spillway Crest Elevation ------------------- 107.80 FT.
Top of 100Yr. /241-1r. Storm Storage ------------------- 107.80 FT.
Top of"Heavy Rain"Storage ------------------- 107.13 FT.
Start Pump Elevation ------------------- 106.47 FT.
End Pump Elevation ------- 103.90 FT.
Top of Sludge Storage ------------------- 99.13 FT.
Seasonal High Watertable Elev. -----------....---- 0.00
Finished Bottom Elevation ------------------- 97.90 FT.
Inside Top Length ------------------- Not Applicable
Inside Top Width ------------------- Not Applicable
Side Slopes ------------------- 3:1 H:V
Lagoon Surface Area ---- 267,737 SF
Min. Liner Thickness (if required) ------------------- 1.5 FT.
Freeboard Depth ------------------- 1.00 FT.
Temporary Storage Period ------------------- 180 Days
TOTAL DESIGN VOLUME =2257543 (CU.FT.)
Zone Depths:
Treatment/Sludge Storage Zone Depth ----------- 6.0 FT.
Temporary Storage Zone Depth ----------- 2.6 FT.
Freeboard/ Storm Storage Zone Depth ----------- 2.6 FT.
Total Lagoon Depth ----------- 11.2 FT,
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Mr Holmes 12&13 Designe KBW
Address: PO Box 759 Checker DSE
Rose Hill NC 28458 Date: 12/18/08
County: Bladen Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV= 109.10
/ \ TOP OF STORM ELEV= 107.80 / \
\ TOP OF HEAVY RAIN ELEV= 107.13 /
STRT PMP EL.= 106.47 \ TOP OF TEMP STORAGE ELEV= 106.47 /
\ /
END PMP EL. = 103.90 \ TOP OF TREAT ELEV= 103.90 SHWT=0.00
\ TOP OF SLUDGE ELEV= 99.13 /
FINISHED BOTTOM ELEV= 97.90
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Mr Holmes 12&13 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 12/18/08
County: Bladen 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 in August, 2003.
Emergency Spillway:
An Emergency Spillway is required due to design guidelines.
,,�r�ruurir�i.
,•�Q�0 CA9 p'�
s�0'P
NOTE: See attached Waste Utilization Plan = �(:AI- v :y
DESIGNED:
DATE: 1 Z D
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 856, Warsaw NC 28398 [phone]

Grower: Mr. Holmes#14 Designedy: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 12/18/08
County: Bladen Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery ------------------- 0
Wean to Finish: ------------------- 0
Finishing: ------------------- 3672 Hd.
Farrow to weanling: ------------------- 0
Farrow to feeder: ------------------- 0
Farrow to finish: ------------------- 0
Boars: --------- -------- 0
Storage Period: ------------------- 180 Days
100 Yr./24 Hr Storm Event ------------------ 7.5 In.
"Heavy Rain"Factor ------ - -- - 7.5 In.
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)------------ N
Is Drain Tile Req'd to Lower SHWT? (Y/N)------------ N
Seasonal High Water Table Elev: ------------------- 8se0 to 1 co
Freeboard: ------------------- 1.0 Ft.
Emergency Spillway Flow Depth: Not Applicable 0.3 Ft.
Side Slopes: ------------------- 3 :1 (H:V)
Press ALT-C to Download 0.0
contour areas see sheet 2 of 7... 0.0
Top of Dike Elevation: ---------------- Depth 108.20 Ft.
Finished Bottom Elevation: ---------------- 11.00 Ft. 97.20 Ft.
Start Pump Elevation: ---------------- 30.72 In. 105.64 Ft.
Stop Pump Elevation: ---------------- 60 In. 103.20 Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES %REQ'D.
Storm Stor= 187128 (Cu.Ft.) 219,897 (Cu.Ft.) 117.51%
Temporary= 290563 (Cu.Ft.) 321,367 (Cu.Ft.) 110,60%
Permanent= 619650 (Cu.Ft.) 677,311 (Cu.Ft.) 109.31%
Total Volume= 1,097,340 (Cu.Ft.) 1,218,576 (Cu.Ft.) 111.05%
1/2 Treatment Volume= 309,825 (Cu.Ft.)
1/2 Treatment Volume Elevation = 100.62 Ft. 90.94 In.
90 Temporary Storage Volume Elevation = 104.48 Ft. 44.65 In.
Min. Required Liner Thickness ------ 1.6 Ft.
Lagoon Surface Area: (Inside TOD) ------------------- 149,702 S.F.
Murphy-Brown,LLC Engineering P.O.Box 856,Warsaw, NC 28396 [phone]

Grower: r. Holme-S-M Designedy: B
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 12/18/08
County: Bladen Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME:
LAGOON STAGE-AREA VOLUMES
Contour
Elevation (FT.) Area SF Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FT)
97.20 100,094 0
98.00 103,389 81,393 81,393
99.00 107,577 105,483 186,876
100.00 111,841 109,709 296,585
101.00 116,182 114,012 410,597
102.00 120,600 118,391 528,988
103.00 125,095 122,848 651,835
104.00 129,666 127,381 779,216
105.00 134,314 131,990 911,206
106.00 139,038 136,676 1,047,882
107.00 143,839 141,439 1,180,320
108.00 148,717 146,278 1,335,598
108.20 149,702 29,842 1,365,440
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 1,097,340 CF CUMULATIVE VOL. ZONE VOL. 111.05%
END PUMP = = = = 103.20 FT 677,311 CF TR'MT 677,311 109.31%
START PUMP = = : 105.64 FT 998,678 CF TEMP 321,367 110,60%
MAXSTORAGE = 107.20 FT 1,218,576 CF STORM 219,897 117.51%
Murphy-Brown,LLC Engineering P.O. Box 856,Warsaw,NC 28398 [phone]

Grower: Mr. Holmes#14 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 12/18/08
County: Bladen Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
jAnImal Type Capacity A W cu. t./lb) = Total
Nursery 0 30 1.00 0
Wean to Finish 0 115 1.00 0
Finishing 3,672 135 1.00 495,720
Farrow to weanling 0 433 0.67 0
Farrow to feeder 0 522 0.67 0
Farrow to finish 0 1,417 1.00 0
Boars 0 400 0.50 0
Total Required Treatment Volume(cu.ft.)= 495,720
Sludge Storage Volume:
[Animal Type Capacity ALW cu.ft./Ib) = Tota
Nursery 0 30 0.25 0
Wean to Finish 0 115 0.25 0
Finishing 3,672 135 0.25 123,930
Farrow to weanling 0 433 0.17 0
Farrow to feeder 0 522 0.17 0
Farrow to finish 0 1,417 0.25 0
Boars 0 400 0.125 0
Total Required Sludge Storage Volume(cu.ft.)= 123,930
Temporary Storage Volume:
Manure Production:
Anima Type Capacity* Sto. Period d. day)=Total
Nursery 0 180 0.30 0
Wean to Finish 0 180 1.17 0
Finishing 3,672 180 1.40 925,344
Farrow to weanling 0 180 4.30 0
Farrow to feeder 0 180 4.50 0
Farrow to finish 0 180 13.50 0
Boars 0 180 4.00 0
Total Manure Production (gals.)= 925,344
Total Manure Production (cu.ft.)= 123,709
Excess Fresh Water:
Animal Type Capacity` Sto. Period . day =Total
Nursery 0 180 0.20 0
Wean to Finish 0 180 0.77 0
Finishing 3,672 180 0.90 594,864
Farrow to weanling 0 180 2.90 0
Farrow to feeder 0 180 3.50 0
Farrow to finish 0 180 9.50 0
Boars 0 180 2.70 0
Total Fresh Water Excess (gals.)= 594,864
Total Fresh Water Excess (cu.ft.)= 79,527
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Mr. Holmes#14 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 12/18/08
County: Bladen Sheet 4 of 7
Temporary Storage Volume: (Cont 1
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area +Additional Drainage Area) Rainfall/12in./ft
Vol.= (149702 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap.(cu.ft.)= 87,326
Storm Storage:
Vol.=(Lagoon Surf.Area +Addt'I Drainage Area)' 100Yr./24Hr. Storm(in)/12in./ft.
Vol.= (149702 sq.ft + 0 sq.ft.) ' 7.5 in. /12 in./ft.
Total Required Volume for 100Yr.124Hr.Storm Event(cu.ft)= 93,564
"Heavy Rain"Storage:
Vol.=(Lagoon Surf.Area +Addt'I Drainage Area)*"Heavy Rain" Factor(in)/12in./ft.
Vol.= (149702 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for"Heavy Rain" (cu.ft.)= 93,564
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
(100Yr. /24Hr. Storm + 'Heavy Rain')= 187,128 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water+ Rainfall Excess +Additional Water Storage)= 290,563 (CU.FT)
Total Required Permanent Storage
(Treatment+ Sludge)= 619,650 (CU.FT)
TOTAL REQUIRED VOLUME = 1097340 (CU.FT.)
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Mr. Holmes#14 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 12/18/08
County: Bladen Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ------------------- 108.20 FT.
Emergency Spillway Crest Elevation ------------------- Not Al Applicable
Top of 100Yr./24Hr. Storm Storage ------------------- 107.20 FT.
Top of"Heavy Rain"Storage ------------------- 106.31 FT.
Start Pump Elevation ------------------- 105.64 FT.
End Pump Elevation ------------------- 103.20 FT.
Top of Sludge Storage ------------------- 98.40 FT.
Seasonal High Watertable Elev. ------------------- 0.00
Finished Bottom Elevation ----------------- 97.20 FT.
Inside Top Length ------------------- Not Applicable
Inside Top Width ------------------- Not Applicable
Side Slopes ------------------- 3:1 H:V
Lagoon Surface Area ------------------- 149,702 SF
Min. Liner Thickness(if required) ------------------- 1.6 FT.
Freeboard Depth ------------------- 1.00 FT.
Temporary Storage Period ------------------- 180 Days
TOTAL DESIGN VOLUME = 1218576 (CU.FT.)
Zone Depths:
Treatment/Sludge Storage Zone Depth ----------- 6.0 FT.
Temporary Storage Zone Depth ----------- 2.4 FT.
Freeboard/Storm Storage Zone Depth ----------- 2.6 FT.
Total Lagoon Depth ----------- 11.0 FT.
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Mr. Holmes#14 Designe KBW
Address: PO Box 759 Checke(DSE
Rose Hill NC 28458 Date: 12/18/08
County: Bladen Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV= 108.20
/ \ TOP OF STORM ELEV= 107.20 / \
\ TOP OF HEAVY RAIN ELEV= 106.31 /
STRT PMP EL.= 105.64 \ TOP OF TEMP STORAGE ELEV= 105.64 /
END PMP EL. = 103.20 \ TOP OF TREAT ELEV= 103.20 SHWT = 0.00
\ TOP OF SLUDGE ELEV= 98.40 /
FINISHED BOTTOM ELEV= 97.20
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Mr. Holmes#14 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 12/18/08
County: Bladen 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 in August, 2003.
Emergency Spillway:
An Emergency Spillway is not required.
NFCAq��%':
NOTE: See attached Waste Utilization Plan
Q 9 •-
�w.vr��G� = c2:z9 ,4
DESIGNED: :�Q•.• FN o. ,�
DATE: 7 2 "la �CIN ��a
���rrynnrr+
COMMENTS: The lagoon has been designed as an irregular shape.
This design is update of start and stop pump elevations and to show the 112
treatment volume level for sludge storage. This design does not supersede the
original certification of the farm.
Murphy-Brown, LLC Engineering P.O. Box 656, Warsaw NC 28398 [phone]

Grower: Mr. HolmesDesigned y: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 12/18/08
County: Bladen Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Pooulation:
Nursery ------------------- 0
Wean to Finish: ------------------- 0
Finishing: ------------------- 7344 Hd.
Farrow to weanling: ------------------- 0
Farrow to feeder: ------------------- 0
Farrow to finish: ------------------- 0
Boars: ------------------- 0
Storage Period: ------------------- 180 Days
100 Yr./24 Hr Storm Event ------------------- 7.6 In.
"Heavy Rain" Factor ------------- ----- 7.5 In.
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? REQUIRED!!M! N
Was This Design Built Prior to Sept. 1996? (Y/N)------------ N
Is Drain Tile Req'd to Lower SHWT? (Y/N)------------ N
Seasonal High Water Table Elev: $gam /O f{,o,0
Freeboard: ------------------- 1.0 Ft.
Emergency Spillway Flow Depth: ------------------- 0.3 Ft.
Side Slopes: ------------------- 3 :1 (H:V)
Press ALT-C to Download 0.0
contour areas see sheet 2 of 7... 0.0
Top of Dike Elevation: ---------------- Depth 109.60 Ft.
Finished Bottom Elevation: ---------------- 11.30 Ft. 98.30 Ft.
Start Pump Elevation: ---------------- 31.44 In. 106.98 Ft.
Slop Pump Elevation: --- 63.6 In. 104.30 Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % REQ'D.
Storm Stor= 335170 (Cu.Ft.) 337,363 (Cu.Ft.) 100.65%
Temporary= 562885 (Cu.Ft.) 648,208 (Cu.Ft.) 115.16%
Permanent= 1239300 (Cu.Ft.) 1,290,359 (Cu.Ft.) 104.12%
Total Volume= 2,137,355 (Cu.Ft.) 2,275,930 (Cu.Ft.) 106.48%
112 Treatment Volume= 619,650 (Cu.Ft.)
112 Treatment Volume Elevation = 101.54 Ft. 96.67 In,
90 Temporary Storage Volume Elevation = 105.85 Ft. 45.02 In.
Min. Required Liner Thickness ------- 1.5 Ft.
Lagoon Surface Area: (Inside TOD) ------------------- 268,136 S.F.
Murphy-Brown, LLC Engineering P.O.Box 856,Warsaw,NC 28398 [phone]

Grower: Mr. Holmes esigne y: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 12/18/08
County: Bladen 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)
98.30 196,831 0
99.00 200,966 139,229 139,229
100.00 206,946 203,956 343,185
101.00 213,000 209,973 553158
102.00 219,129 216,065 769:222
103.00 225,332 222,231 991,453
104.00 231,609 228,471 1,219,923
105.00 237,961 234,785 1,454,708
106.00 244,387 241,174 1,695,882
107.00 250,887 247,637 1,943,519
108.00 257,462 254,175 2,197,694
109.00 264,111 260,787 2,458,480
109.60 268,136 159,674 2,618,155
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 2,137,355 CF CUMULATIVE VOL. ZONE VOL. 106,48%
END PUMP = = = = 104.30 FT 1,290,359 CF TR'MT 1,290,359 104.12%
START PUMP = = : 106.98 FT 1,938,567 CF TEMP 648,208 115.16%
MAX STORAGE = 108.30 FT 2,275,930 CF STORM 337,363 100.65%
Murphy-Brown, LLC Engineering P.O. Box 856,Warsaw,NC 28398 [phone]

Grower: Mr. Holmes 17-18 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Dale: 12/18/08
County: Bladen Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity ALW cu.ft.T-b = Total
Nursery 0 30 1.00 0
Wean to Finish 0 115 1.00 0
Finishing 7,344 135 1.00 991,440
Farrow to weanling 0 433 0.67 0
Farrow to feeder 0 522 0.67 0
Farrow to finish 0 1,417 1.00 0
Boars 0 400 0.50 0
Total Required Treatment Volume(cu.ft.)= 991,440
Sludge Storage Volume:
nnimal Type Capacity cu.ft. lb = Total
Nursery 0 30 0.25 0
Wean to Finish 0 115 0.25 0
Finishing 7,344 135 0.25 247,860
Farrow to weanling 1 0 1 433 0.17 0
Farrow to feeder 0 522 0.17 0
Farrow to finish 0 1,417 0.25 0
Boars 0 1 400 0.125 0
Total Required Sludge Storage Volume (cu.ft.)= 247,860
Temporary Storage Volume:
Manure Production:
Animal Type Capacity` Sto. Period d./ ay =Total
Nursery 0 180 0.30 0
Wean to Finish 0 180 1.17 0
Finishing 7,344 180 1.40 1,850,688
Farrow to weanling 0 180 4.30 0
Farrow to feeder 0 180 4.50 0
Farrow to finish 0 180 13.50 0
Boars 0 180 4.00 0
Total Manure Production (gals.)= 1,850,688
Total Manure Production (cu.ft.)= 247,418
Excess Fresh Water:
nimal Type Capacity Ste. Period J./day) =Total
Nursery 0 180 0.20 0
Wean to Finish 0 180 0.77 0
Finishing 7,344 180 0.90 1,189,728
Farrow to weanling 0 180 2.90 0
Farrow to feeder 0 180 3.50 0
Farrow to finish 0 180 9.50 0
Boars 0 180 2.70 0
Total Fresh Water Excess (gals.)= 1,189,728
Total Fresh Water Excess(cu.ft.)= 159,055
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Mr. Holmes 17-18 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 12/18/08
County: Bladen Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area +Additional Drainage Area) Rainfall/12in./ft
Vol.= (268136 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap.(cu.ft.)= 156,413
Storm Storage:
Vol.=(Lagoon Surf.Area +Addt'I Drainage Area)* 100Y0241-Ir. Storm(in)/12in./ft.
Vol.= (268136 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 100Y0241-1r. Storm Event(cu.ft)= 167,585
"Heavy Rain"Storage:
Vol.=(Lagoon Surf.Area +Addt'I Drainage Area)"'Heavy Rain" Factor(in)/12in./ft.
Vol.= (268136 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for"Heavy Rain"(cu.ft.)= 167,585
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
(100Yr. /241-1r. Storm + 'Heavy Rain')= 335,170 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water+Rainfall Excess +Additional Water Storage) = 562,885 (CU.FT)
Total Required Permanent Storage
(Treatment+ Sludge) = 1,239,300 (CU.FT)
TOTAL REQUIRED VOLUME= 2137355(CU.FT.)
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Mr. Holmes 17-18 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 12/18/08
County: Bladen Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ------------------- 109.60 FT.
Emergency Spillway Crest Elevation ------------------- 108.30 FT.
Top of 100Yr./24Hr. Storm Storage ----- 108.30 FT.
Top of"Heavy Rain" Storage ------------------- 107.64 FT.
Start Pump Elevation ------------------- 106.98 FT.
End Pump Elevation ------------------- 104.30 FT.
Top of Sludge Storage ------------------- 99.53 FT.
Seasonal High Watertable Elev. ------------------- 0.00
Finished Bottom Elevation ------------------- 98.30 FT.
Inside Top Length ------------------- Not Applicable
Inside Top Width ------------------- Not Applicable
Side Slopes ------------------- 3:1 H:V
Lagoon Surface Area ------------------- 268,136 SF
Min. Liner Thickness(if required) ------------------- 1.5 FT.
Freeboard Depth ------------------- 1.00 FT.
Temporary Storage Period ------------------- 180 Days
TOTAL DESIGN VOLUME = 2275930 (CU.FT.)
Zone Depths:
Treatment/Sludge Storage Zone Depth ----------- 6.0 FT.
Temporary Storage Zone Depth ----------- 2.7 FT.
Freeboard/Storm Storage Zone Depth ----------- 2.6 FT.
Total Lagoon Depth ----------- 11.3 FT.
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Mr. Holmes 17-18 Designe KBW
Address: PO Box 759 Checker DSE
Rose Hill NC 28458 Date: 12/18/08
County: Biaden Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV= 109.60
/ \ TOP OF STORM ELEV= 108.30 / \
\ TOP OF HEAVY RAIN ELEV= 107.64 /
STRT PMP EL.= 106.98 \ TOP OF TEMP STORAGE ELEV= 106.98 /
END PMP EL. = 104.30 \ TOP OF TREAT ELEV= 104.30 SHWT=0.00
\ TOP OF SLUDGE ELEV=99.53 /
FINISHED BOTTOM ELEV= 98.30
Murphy-Brown, LLC Engineering P.O_ Box 856, Warsaw NC 28398 [phone]

Grower: Mr. Holmes 17-18 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 12/18/08
County: Bladen 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 in August, 2003,
Emergency Spillway:
An Emergency Spillway is required due to design guidelines.
`��llnnul,�
e
9 '.
NOTE: See attached Waste Utilization Plan - ¢ SEAL =
QQ 023994
DESIGNED: a�•9'/-/ — .. ,l
DATE: Z /� D / ``�rll
If
COMMENTS: The lagoon has been designed as an irregular shape.
This design is update of start and slop 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 856, Warsaw NC 28398 [phone]

rower: r. o nnesDesigned y: KBW
Address: P.O. Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 08/05/16
County: Bladen Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery ------------------- 0
Wean to Finish: ------------------- 0
Finishing: ------------------- 5929 Hd.
Farrow to weanling: ------------------- 0
Farrow to feeder: ------------------- 0
Farrow to finish: ------------------- 0
Boars: ------------------- 0
Storage Period: ------------------- 180 Days
25-Year 24 Hr Storm Event ------------------- 7.5 In.
"Heavy Rain" Factor 7.5 In.
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? REQUIREDII!I!!! N
Was This Design Built Prior to Sept. 1996? (Y/N) ------------ N
Is Drain Tile Req'd to Lower SHWT? (Y/N) ------------ N
Seasonal High Water Table Elev: ------------------- 101.00 Ft.
Freeboard: ------------------- 1.0 Ft.
Emergency Spillway Flow Depth: 0
Side Slopes: ------------------- 3 :1 (H:V)
0.0
0.0
Top of Dike Elevation: -- Depth 109.40 Ft.
Finished Bottom Elevation: ---------------- 13.00 Ft. 96.40 Ft.
Start Pump Elevation: ---------------- 27.6 In. 107.10 Ft.
Stop Pump Elevation: ---------------- 70.8 In. 103.50 Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % REQ'D.
Storm Stor= 328288 (Cu.Ft.) 329,054 (Cu.Ft.) 100.23%
Temporary = 481357 (Cu.Ft.) 858,091 (Cu.Ft.) 178.27%
Permanent= 1000519 (Cu.Ft.) 1,482,388 (Cu.Ft.) 148.16%
Total Volume = 1,810,163 (Cu.Ft.) 2,669,533 (Cu.Ft.) 147.47%
1/2 Treatment Volume= 500,259 (Cu.Ft.)
112 Treatment Volume Elevation = 101.25 Ft. 97.85 In.
90 Temporary Storage Volume Elevation = 105.81 Ft. 43.10 In.
Min. Required Liner Thickness ------------------- 1.9 Ft.
Lagoon Surface Area: (Inside TOD) -- 262,630 S.F.
Murphy-Brown, LLC Engineering P.O. Box 656,Warsaw, NC 28398 [phone]

rower Wr-7o-lmeslg & 20 Designedy: KBW
Address: P.O. Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 08/05/16
County: Bladen 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)
96.40 189,749 0
97.00 192,867 114,785 114,785
98.00 198,117 195,492 310,277
99.00 203,433 200,775 511,052
100.00 208,814 206,124 717,175
101.00 214,262 211,538 928,713
102.00 219,776 217,019 1,145,732
103.00 225,356 222,566 1,368,298
104.00 231,002 228,179 1,596,477
105.00 236,713 233,858 1,830,335
106.00 242,491 239,602 2,069,937
107.00 248,335 245,413 2,315,350
108.00 254,245 251,290 2,566,640
109.00 260,221 257,233 2,823,873
109.40 262,630 104,570 2,928,443
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 1,810,163 CIF CUMULATIVE VOL. ZONE VOL. 147.47%
END PUMP = = = = 103.50 FT 1,482,388 CIF TR'MT 1,482,388 148.16%
START PUMP = = : 107.10 FT 2,340,479 CIF TEMP 858,091 178.27%
MAX STORAGE = 108.40 FT 2,669,533 CIF STORM 329,054 100.23%
Murphy-Brown, LLC Engineering P.O. Box 856,Warsaw, NC 28398 [phone]

Grower: Mr. Holmes 19 &20 Designed By: KBW
Address: P.O. Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 08/05/16
County: Bladen Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
jAnimal Type Capacity ALW (cu. ./b) = Total
Nursery 0 30 1.00 0
Wean to Finish 0 115 1.00 0
Finishing 5,929 135 1.00 800,415
Farrow to weanling 0 433 0.67 0
Farrow to feeder 0 522 0.67 0
Farrow to finish 0 1.417 1.00 0
Boars 0 400 0.50 0
Total Required Treatment Volume(cu.ft.)= 800,415
Sludge Storage Volume:
jAnimal Type Capacity cu. = ota
Nursery 0 30 0.25 0
Wean to Finish 0 115 0.25 0
Finishing 5,929 135 0.25 200,104
Farrow to weanling 0 433 0.17 0
Farrow to feeder 0 522 0.17 0
Farrow to finish 0 1,417 0.25 0
Boars 0 400 0.125 0
Total Required Sludge Storage Volume (cu.ft.)= 200,104
Temporary Storage Volume:
Manure Production:
[Animal Type Capacity Sto. Period ./ ay) =Total
Nursery 0 180 0.30 0
Wean to Finish 0 180 1.17 0
Finishing 5,929 180 1.40 1,494,108
Farrow to weanling 0 180 4.30 0
Farrow to feeder 0 180 4.50 0
Farrow to finish 0 180 13.50 0
Boars 0 180 4.00 0
Total Manure Production (gals.)= 1,494,108
Total Manure Production (cu.ft.)= 199,747
Excess Fresh Water:
lAnimal Type Capacity Sto. PeriodJ./day) = Total
Nursery 0 180 0.20 0
Wean to Finish 0 180 0.77 0
Finishing 5,929 180 0.90 960,498
Farrow to weanling 0 180 2.90 0
Farrow to feeder 0 180 3.50 0
Farrow to finish 0 180 9.50 0
Boars 0 180 2.70 0
Total Fresh Water Excess (gals.)= 960,498
Total Fresh Water Excess (cu.ft.)= 128,409
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Mr. Holmes 19 &20 Designed By: KBW
Address: P.O. Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 08/05/16
County: Bladen Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area +Additional Drainage Area) * Rainfall/ 12in./ft
Vol.= (262630 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 153,201
Storm Storage:
Vol.=(Lagoon Surf. Area +Addt'I Drainage Area) * 10OY0241-1r. Storm(in) / 12in./ft.
Vol.= (262630 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 100W.1241-1r. Storm Event(cu.ft)= 164,144
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area +Addt'I Drainage Area) *"Heavy Rain" Factor(in)/ 12in./ft.
Vol.= (262630 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft,
Total Required Volume for"Heavy Rain" (cu.ft.)= 164,144
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
(100Yr. /24Hr. Storm + 'Heavy Rain')= 328,288 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water+ Rainfall Excess +Additional Water Storage) = 481,357 (CU.FT)
Total Required Permanent Storage
(Treatment+ Sludge) = 1,000,519 (CU.FT)
TOTAL REQUIRED VOLUME = 1810163 (CU.FT.)
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Mr. Holmes 19 &20 Designed By: KBW
Address: P.O. Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 08/05/16
County: Bladen Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ------------------- 109.40 FT.
Emergency Spillway Crest Elevation ------------------- Not Al Applicable
Top of 100Yr. /24Hr. Storm Storage ------------------- 108.40 FT.
Top of"Heavy Rain" Storage ------------------- 107.75 FT.
Start Pump Elevation ------------------- 107.10 FT.
End Pump Elevation ------------------- 103.50 FT.
Top of Sludge Storage ------------------- 97.44 FT.
Seasonal High Watertable Elev. ------------------- 101.00 FT.
Finished Bottom Elevation ------------------- 96.40 FT.
Inside Top Length ------------------- Not Applicable
Inside Top Width ------------------- Not Applicable
Side Slopes ------------------- 3:1 H:V
Lagoon Surface Area ------------------- 262,630 SF
Min. Liner Thickness (if required) ------------------- 1.9 FT.
Freeboard Depth ------------------- 1.00 FT.
Temporary Storage Period ------------------- 180 Days
TOTAL DESIGN VOLUME= 2669533 (CU.FT.)
Zone Depths:
Treatment/Sludge Storage Zone Depth ----------- 7.1 FT.
Temporary Storage Zone Depth ----------- 3.6 FT.
Freeboard /Storm Storage Zone Depth ----------- 2.3 FT.
Total Lagoon Depth ----------- 13.0 FT.
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Mr. Holmes 19 & 20 Designe KBW
Address: P.O. Box 759 Checker DSE
Rose Hill, NC 28458 Date: 08/05/16
County: Bladen Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV= 109.40
/ \ TOP OF STORM ELEV = 108.40 / \
\ TOP OF HEAVY RAIN ELEV = 107.75 /
STRT PMP EL.= 107.10 \ TOP OF TEMP STORAGE ELEV= 107.10 /
END PMP EL. = 103.50 \ TOP OF TREAT ELEV= 103.50 SHWT = 101.00
\ TOP OF SLUDGE ELEV= 97.44 /
FINISHED BOTTOM ELEV= 96.40
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

q- ZC)
Grower: Blueberry Sow Farm Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 06/10/15
County: Bladen Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery ------------------- 0
Wean to Finish: ------- 0
Finishing: ------------------- 0
Farrow to weanling: ------------------- 4046 Hd.
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) ------------ 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: ------------------- 95.20 Ft.
Freeboard: ------------------- 1.0 Ft.
Emergency Spillway Flow Depth:
Side Slopes: ------------------- 3 :1 (H:V)
0.0
0.0
Top of Dike Elevation: ---------------- Depth 100.70 Ft.
Finished Bottom Elevation: ---------------- 10.00 Ft. 90.70 Ft.
Start Pump Elevation: ---------------- 19.8 In. 99.05 Ft.
Stop Pump Elevation: ---------------- 46.8 In. 96.80 Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % REQ'D.
Storm Stor= 210397 (Cu.Ft.) 213,277 (Cu.Ft.) 101.37%
Temporary= 624201 (Cu.Ft.) 713,058 (Cu.Ft.) 114.24%
Permanent= 1751918 (Cu.Ft.) 1,761,570 (Cu.Ft.) 100.55%
Total Volume = 2,586,516 (Cu.Ft.) 2,687,904 (Cu.Ft.) 103.92%
1/2 Treatment Volume = 875,959 (Cu.Ft.)
1/2 Treatment Volume Elevation = 93.87 Ft. 81.91 In.
90 Temporary Storage Volume Elevation = 97.78 Ft. 35.07 In.
Min. Required Liner Thickness ------------------- 1.5 Ft.
Lagoon Surface Area: (Inside TOD) -- ---- 336,635 S.F.
Murphy-Brown, LLC Engineering P.O. Box 856,Warsaw, NC 28398 [phone]

Grower: Bit rry ow Farm Designed by: KBVV
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 06/10/15
Count : Bladen 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. F�
90.70 268,507 0
91.00 270,455 80,844 80,844
92.00 276,989 273,722 354,566
93.00 283,590 280,290 634,856
94.00 290,257 286,924 921,779
95.00 296,990 293,624 1,215,403
96.00 303,789 300,390 1,515,792
97.00 310,655 307,222 1,823,014
98.00 317,587 314,121 2,137,135
99.00 324,586 321,087 2,458,222
100.00 331,650 328,118 2,786,340
100.70 336,635 233,900 3,020,240
These volumes were calculated using the vertical avera a end area method.
TOTAL READ VOL 2,586,516 CF CUMULATIVE VOL. ZONE VOL. 103.92%
END PUMP = _ _ = 96.80 FT 1,761,570 CF TR'MT 1,761,570 100.55%
START PUMP = = 99.05 FT 2,474,628 CF TEMP 713,058 114.24%
MAX STORAGE = 99.70 FT 2,687.904 CF STORM 213,277 101.37%
Murphy-Brown, LLC Engineering P.O. Box 856,Warsaw, NC 28398
[phone]

Grower: Blueberry Sow Farm Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill INC 28458 Date: 06/10/15
County: Bladen Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
jAnimal Type Capacity cu. . = Tota
Nursery 0 30 1.00 0
Wean to Finish 0 115 1.00 0
Finishing 0 135 1.00 0
Farrow to weaning 4,046 433 1.00 1,751,918
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.)= 1,751,918
Sludge Storage Volume:
jAnimal Type Capacity cu. ./lb) = ota
Nursery 0 30 0.00 0
Wean to Finish 0 115 0.00 0
Finishing 0 135 0.00 0
Farrow to weanling 4,046 433 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.)= 0
Temporary Storage Volume:
Manure Production:
lAnimal Type Capacity Sto. eriod 1./day) = ota
Nursery 0 180 0.30 0
Wean to Finish 0 180 1.17 0
Finishing 0 180 1.37 0
Farrow to weaning 4,046 180 4.39 3,200,170
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.)= 3,200,170
Total Manure Production (cu.ft.)= 427,830
Excess Fresh Water:
nimal Type Capacity Sto. Perio ay =Total
Nursery 0 180 0.00 0
Wean to Finish 0 180 0.00 0
Finishing 0 180 0.00 0
Farrow to weaning 4,046 180 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
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: Blueberry Sow Farm Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 06/10/15
County: Bladen Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area +Additional Drainage Area) * Rainfall/ 12in./ft
Vol.= (336635 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 196,370
Storm Storage:
Vol.=(Lagoon Surf. Area +Addt'I Drainage Area) *25Yr./241-1r. Storm(in)/ 12in./ft.
Vol.= (336635 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Y0241-1r. Storm Event(cu.ft)= 210,397
"Heavy Rain"Storage:
Vol.=(Lagoon Surf. Area +Addt'I Drainage Area) *"Heavy Rain" Factor(in)/ 12in./ft.
Vol.= (336635 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')= 210,397 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water+ Rainfall Excess +Additional Water Storage) = 624,201 (CU.FT)
Total Required Permanent Storage
(Treatment+ Sludge) = 1,761,918 (CU.FT)
TOTAL REQUIRED VOLUME = 2586516 (CU.FT.)
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Blueberry Sow Farm Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 06/10/15
County: Bladen Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ------------------- 100.70 FT.
Emergency Spillway Crest Elevation ------------------- Not Al Applicable
Top of 25Yr. /241-1r. Storm Storage ------------------- 99.70 FT.
Top of"Heavy Rain" Storage ------------------- Not Applicable
Start Pump Elevation ------------------- 99.05 FT.
End Pump Elevation ------------------- 96.80 FT.
Top of Sludge Storage ------------------- Not Applicable
Seasonal High Watertable Elev. ------------------- 95.20 FT.
Finished Bottom Elevation ------------------- 90.70 FT.
Inside Top Length ------------------- Not Applicable
Inside Top Width ------------------- Not Applicable
Side Slopes ------------------- 3:1 HIM
Lagoon Surface Area ------------------- 336,635 SF
Min. Liner Thickness (if required) ------------------- 1.5 FT.
Freeboard Depth ------------------- 1.00 FT.
Temporary Storage Period ------------------- 180 Days
TOTAL DESIGN VOLUME = 2687904 (CU.FT.)
Zone Depths:
Treatment/Sludge Storage Zone Depth ----------- 6.1 FT.
Temporary Storage Zone Depth ----------- 2.3 FT.
Freeboard /Storm Storage Zone Depth ----------- 1.7 FT.
Total Lagoon Depth ----------- 10.0 FT.
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Blueberry Sow Farm Designe KBW
Address: PO Box 759 Checker DSE
Rose Hill NC 28458 Date: 06/10/15
County: Bladen Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV= 100.70
/ \ TOP OF STORM ELEV = 99.70 / \
STRT PIMP EL.= 99.05 \ TOP OF TEMP STORAGE ELEV= 99.05 /
END PMP EL. = 96.80 \ TOP OF TREAT ELEV= 96.80 SHWT = 95.20
\_ /
FINISHED BOTTOM ELEV= 90.70
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Blueberry Sow Farm Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill NC 28458 Date: 06/10/15
County: Bladen 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.
Q •OpEssi� •,��;
NOTE: See attached Waste Utilization Plan ' �reQ .'•
; LSE
� Q = 023994
DESIGNED:
L
DATE:
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 856, Warsaw NC 28398 [phone]

Grower: CYPRESS CREEK Designed By: CHB
Address: P.O. BOX 759 Checked By: JNT
ROSE HILL, NC 28458 Date: 03/11/97
County: BLADEN Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: ——————————————————— 8000 Hd.
Finishing: ——————————————————— 0
Farrow toweanling: ——————————————————— 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 Not Applicable 0.0
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) ——————————N
Is This Design for an Existing Farm? (Y/N) ——————————Y
Is Drain Tile Req'd to Lower SHWT? (Y/N) ——————————N
Seasonal High Water Table Elev: ——————————————————— 53.00 Ft.
Freeboard: ——————————————————— 1.0 Ft.
Emergency Spillway Flow Depth: Not Applicable
Top of Storm /Spillway Buffer: Not Applicable
Side Slopes: ——————————————————— 3 :1 (H:V)
Inside Top Length: ——————————————————— 250.0 Ft.
Inside Top Width: ——————————————————— 230.0 Ft.
Top of Dike Elevation: ——————————————————— 59.00 Ft.
Finished Bottom Elevation: ——————————————————— 49.00 Ft.
Start Pump Elevation: ——————————————————— 57.20 Ft.
Stop Pump Elevation: —————————————————— 55.20 Ft.
LAGOON VOLUME REQUIREDVOL. DESIGN VOLUMES % REQ'D.
Storm Stor = 35938 (Cu.Ft.) 42,616 (Cu.Ft.) 118.58%
Temporary= 92151 (Cu.Ft.) 99,484 (Cu.Ft.) 107.96%
Permanent = 240000 (Cu.Ft.) 244,882 (Cu.Ft.) 102.03%
Total Volume = 368,089 (Cu.Ft.) 386,982 (Cu.Ft.) 105.13%
Min. Required Liner Thickness ——————————————————— 1.5 Ft.
Lagoon Surface Area: (Inside TOD) ——————————————————— 57,500 S.F.
M00801251406
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (9 f0)289-2111

Grower: CYPRESS CREEK Designed By: CHB
Address: P.O. BOX 759 Checked By: JNT
ROSE HILL, NC 28458 Date: 03/11/97
County: BLADEN Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
LAGOON STAGE-AREA VOLUMES
Contour
Elevation (FT.) Area SF Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FT)
49.00 32,300
50.00 34,496 33,398 33,398
51.00 36,764 35,630 69,028
52.00 39,104 37,934 106,962
53.00 41,516 40,310 147,272
54.00 44,000 42,758 190,030
55.00 46,556 45,278 235,308
56.00 49,184 47,870 283,178
57.00 51,884 50,534 333,712
58.00 54,656 53,270 386,982
59.00 57,500 56,078 443,060
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOLUME: 368,089 CF CUMULATIVE VOL. ZONE VOL 105.130/6
END PUMP = = = = > 55.20 FT 244,882 CF TR'MT 244,882 102.03%
START PUMP = = = > 57.20 FT 344,366 CF TEMP 99,484 107.96%
MAX STORAGE = = > 58.00 FT 386,982 CF STORM 42,616 118.582J
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]
M00801251407

Grower: CYPRESS CREEK Designed By: CHB
Address: P.O. BOX 759 Checked By: JNT
ROSE HILL, NC 28458 Date: 02/18/97
County: BLADEN Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity * ALW * cu.ft. Ib = Total
Nursery 8,000 30 1.00 240,000
Finishing 0 135 1.00 0
Farrow to wean ling 0 433 1.00 0
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.)= 240,000
Sludge Storage Volume:
Animal Tvpe Capacity * ALW * cu.ft. Ib = Total
Nursery 8,000 30 0.00 0
Finishing 0 135 0.00 0
Farrow to wean ling 0 433 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.)= 0
Temporary Storage Volume:
Manure Production:
jAnimal Type Capacity * Sto. Perio a s a = ota
Nursery 8,000 180 0.30 438,400
Finishing 0 180 1.37 0
Farrow to weanling 0 180 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
Total Manure Production (gals.)= 438,400
Total Manure Production (cu.ft.)= 58,610
Excess Fresh Water:
Animal Type Capacity * Sto. Period * als Hd. da = Total
Nursery 8,000 180 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 0 180 0.00 0
Boars 0 180 0.00 0
Total Fresh Water Excess (gals.)= 0
Total Fresh Water Excess (cu.ft.)= 0
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]
M00801251408

Grower: CYPRESS CREEK Designed By: CHB
Address: P.O. BOX 759 Checked By: JNT
ROSE HILL, NC 28458 Date: 02/18/97
County: BLADEN Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (57500 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 33,542
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (57500 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volumefor 25Yr.-24Hr. Storm Event (cu.ft)= 35,938
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (57500 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
Total Required Storm Storage
(25 Yr. / 24 Hr. Storm + "Heavy Rain") = 35,938 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) = 92,151 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 240,000 (CU.FT)
TOTAL REQUIREDVOLUME = 368089 (CU.FT.)
Murphy Family Farms Engineerdig P.O. Box 759, Rose Hill NC 28458 [phone]
M00801251409

Grower: CYPRESS CREEK Designed By: CHB
Address: P.O. BOX 759 Checked By: JNT
ROSE HILL, NC 28458 Date: 02/18/97
County: BLADEN Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ------------------- 59.00 FT.
Emergency Spillway Crest Elevation------------------- Not Applicable
Top of 25 yr/24 hr Storm Storage ------------------- 58.00 FT.
Top of "Heavy Rain" Storage ------------------- Not Applicable
Start Pump Elevation ------------------- 57.20 FT.
End Pump Elevation ------------------- 55.20 FT.
Top of Sludge Storage ------------------- Not Applicable
Seasonal High Watertable Elev. ------------------- 52.50 FT.
Finished Bottom Elevation ------------------- 49.00 FT.
Inside Top Length ------------------- 250.00 FT.
Inside Top Width ------------------- 230.00 FT.
Side Slopes ------------------- 3:1 H:V
Lagoon Surface Area ------------------- 57,500 SF
Min. Liner Thickness (if required) ------------------- 1.5 FT,
Freeboard Depth ------------------- 1.00 FT,
Temporary Storage Period ------------------- 180 Days
TOTAL DESIGN VOLUME = 386982 (CU.FT.)
Zone Depths:
Treatment/ Sludge Storage Zone Depth ----------- 6.2 FT.
Temporary Storage Zone Depth ----------- 2.0 FT.
Freeboard / Storm Storage Zone Depth ----------- 1.8 FT.
Total Lagoon Depth ----------- 10.0 FT.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]
M00801251410

Grower: CYPRESS CREEK Designed By: CHB
Address: P.O. BOX 759 Checked By: JNT
ROSE HILL, NC 28458 Date: 02/18/97
County: BLADEN Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 59.00
/ \ TOP OF STORM ELEV = 58.00 / \
STRT PMP EL.= 57.20 \ TOP OF TEMP STORAGE ELEV = 57.20 /
END PIMP EL. = 55.20 \ TOP OF TREAT ELEV = 55.20 / SHWT = 52.50
FINISHED BOTTOM ELEV = 49.00
Murphy Family Farms Engineering P.O.Box 759, Rase HAI NC 28456 [phone]
M00801251411

Grower: CYPRESS CREEK Designed By: CHB
Address: P.O. BOX 759 Checked By: JNT
ROSE HILL, NC 28458 Date: 02/18/97
County: BLADEN Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
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
N CApp�
DESIGNED:
5F, a
DATE: 5/1�/4� 14985 u
yFAL
COMMENTS:
M00801251412
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Grower: Ammon Nursery Designed By: KBW
Address: 650 Dewitt Williams Rd Checked By: DSE
Autryville, NC 28318 Date: 03/30/10
County: Du lin Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: ------------------- 2603 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
100 Yr. /24 Hr Storm Event ----.......-------- 7.5 In.
"Heavy Rain"Factor 7.5 In.
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)------------ N
Was This Design Built Prior to Sept. 1996? (Y/N)------------ N
Is Drain Tile Req'd to Lower SHWT? (Y/N)------------ N
Seasonal High Water Table Elev: ------------------- 95.00 Ft.
Freeboard: ------------------- 1.0 Ft.
Emergency Spillway Flow Depth: 0.3 Ft.
Side Slopes: ------------------- 3 :1 (H:V)
Inside Top Length: 175.0 Ft.
Inside Top Width: 175.0 Ft.
Top of Dike Elevation: ---------------• Depth 99.80 Ft.
Finished Bottom Elevation: ---------------• 10.50 Ft. 89.30 Ft.
Start Pump Elevation: --------------- 29.04 In. 97.38 Ft.
Stop Pump Elevation: --------------- 54 In. 95.30 Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % REQ'D.
Storm Stor= 38281 (Cu.Ft.) 38,488 (Cu.Ft.) 100.54%
Temporary = 49184 (Cu.Ft.) 49,563 (Cu.Ft.) 100.77%
Permanent= 97613 (Cu.Ft.) 102,269 (Cu,Ft.) 104.77%
Total Volume= 185,078 (Cu.Ft.) 190,320 (Cu.Ft.) 102.83%
1/2 Treatment Volume= 48,806 (Cu.Ft.)
1/2 Treatment Volume Elevation= 92.84 Ft. 83.54 In.
90 Temporary Storage Volume Elevation = 96.03 Ft. 45.27 In.
Min. Required Liner Thickness ------------------- 1.5 Ft.
Lagoon Surface Area: (Inside TOD) ------------------- 30,625 S.F.
Murphy-Brown,LLC Engineering P.O.Box 856,Warsaw,NC 28398 [phone]

Grower: Ammon Nursery Designed By: KEW
Address: 650 Dewitt Williams Rd Checked By: DSE
Autryville, NC 28318 Date: 03/30/10
County: Du lin Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: r, Cu. Ft.
LAGOON STAGE-AREA VOLUMES
Contour
Elevation (FT.) Area SF Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FTC
89.30 12,544 0
90.00 13,502 9,116 9,116
91.00 14,933 14,218 23,334
92.00 16,435 15,684 39,018
93.00 18,010 17,222 56,240
94.00 19,656 18,833 75,073
95.00 21,374 20,515 95,588
96.00 23,165 22,270 117,858
97.00 25,027 24,096 141,954
98.00 26,962 25,994 167,949
99.00 28,968 27,965 195,913
99.80 30,625 23,837 219,751
These volumes were calculated using the vertical avera a end area method.
TOTAL REQD VOL 185,078 CIF CUMULATIVE VOL. LZONE VOL. 102.83%
END PUMP = = = = 95.30 FT 102,269 CIF TR'MT 102,269 104.77%
START PUMP = = : 97.38 FT 151,832 CIF TEMP 49,563 100.77%
MAX STORAGE = 98.80 FT 190,320 OF STORM 38.488 100.54%
Murphy-Brown, LLC Engineering P.O. Box 856,Warsaw,NC 28398 [phone]

Grower: Ammon Nursery Designed By: KBW
Address: 650 Dewitt Williams Rd Checked By, DSE
Autryville, NC 28318 Date: 03/30/10
County: Duplin Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
nimal Type Capacity AL cu. 1. = o a
Nursery 2,603 30 1.00 78,090
Wean to Finish 0 115 1.00 0
Finishing 0 135 1.00 0
Farrow to weaning 0 433 0.67 0
Farrow to feeder 0 522 0.67 0
Farrow to finish 0 1,417 1.00 0
Boars 0 400 0.50 0
Total Required Treatment Volume(cu.ft.)= 78,090
Sludge Storage Volume:
Animal Type Capacity cu. t. Ib = otal
Nursery 2,603 30 0.25 19,523
Wean to Finish 0 115 0.25 0
Finishing 0 135 0.25 0
Farrow to weaning 0 433 0.17 0
Farrow to feeder 0 522 0.17 0
Farrow to finish 0 1,417 0.25 0
Boars 0 400 0.125 0
Total Required Sludge Storage Volume(cu.ft.)= 19,523
Temporary Storage Volume:
Manure Production:
Anima T pe Capacity to. Period d. day =Total
Nursery 2,603 180 0.30 140,562
Wean to Finish 0 180 1.17 0
Finishing 0 180 1.40 0
Farrow to weaning 0 180 4.30 0
Farrow to feeder 0 180 4.50 0
Farrow to finish 0 180 13.50 0
Boars 0 180 4.00 0
Total Manure Production (gals.)= 140,562
Total Manure Production (cu.ft.)= 18,792
Excess Fresh Water:
Animal Type Capacity Sto. Period ./da ) =Total
Nursery 2,603 180 0.20 93,708
Wean to Finish 0 180 0.77 0
Finishing 0 180 0.90 0
Farrow to weaning 0 180 2.90 0
Farrow to feeder 0 180 3.50 0
Farrow to finish 0 180 9.50 0
Boars 0 180 2.70 D
Total Fresh Water Excess(gals.)= 93,708
Total Fresh Water Excess(cu.ft.)= 12,528
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Ammon Nursery Designed By: KBW
Address: 650 Dewitt Williams Rd Checked By: DSE
Autryville, NC 28318 Date: 03/30/10
County: Duplin Sheet 4 of 7
Temporary Storaue Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area +Additional Drainage Area)' Rainfall/12in./ft
Vol.= (30625 sq.ft. + 0 sq.ft.) ' 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.fl,)= 17,865
Storm Storage:
Vol.=(Lagoon Surf. Area +Addt'I Drainage Area)' 100Yr./24Hr. Storm(in)/121n./ft.
Vol.= (30625 sq.ft + 0 sq.ft.) ' 7.5 in. /12 in./ft.
Total Required Volume for 100Yr./24Hr. Storm Event(cu.ft)= 19,141
"Heavy Rain"Storage:
Vol.=(Lagoon Surf.Area +Addl'I Drainage Area)*"Heavy Rain"Factor(in)112in./ft.
Vol.= (30625 sq.ft + 0 scift) ' 7.5 in. 112 in./ft.
Total Required Volume for"Heavy Rain"(cu.ft.) = 19,141
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
(1100Yr./24Hr. Storm +'Heavy Rain')= 38,281 (CU.FT)
Total Required Temporary Storage
(Manure Prod. +Excess Fr. Water+ Rainfall Excess+Additional Water Storage)= 49,184 (CU.FT)
Total Required Permanent Storage
(Treatment+Sludge) = 97,613 (CU.FT)
TOTAL REQUIRED VOLUME = 185078(CU.FT.)
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Ammon Nursery Designed By: KBW
Address: 650 Dewitt Williams Rd Checked By: DSE
Autryville, INC 28318 Date: 03/30/10
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation -- 99.80 FT.
Emergency Spillway Crest Elevation ................... Not AI Applicable
Top of 100Yr. /24Hr. Storm Storage ------------------- 98.80 FT.
Top of"Heavy Rain"Storage ------------------ 98.11 FT.
Start Pump Elevation -------------- .... 97.38 FT.
End Pump Elevation ------------------- 95.30 FT.
Top of Sludge Storage ------------------- 90.73 FT.
Seasonal High Watertable Elev. ------------------- 95.00 FT.
Finished Bottom Elevation ---•----•--------- 89.30 FT.
Inside Top Length 175.00 FT.
Inside Top Width ------------------• 175.00 FT.
Side Slopes ------------------- 3:1 H:V
Lagoon Surface Area ------------------- 30,625 SF
Min. Liner Thickness(if required) ------------------- 1.5 FT.
Freeboard Depth ------------------- 1.00 FT.
Temporary Storage Period ------------------- 180 Days
TOTAL DESIGN VOLUME = 190320(CU.FT.)
Zone Depths:
Treatment/Sludge Storage Zone Depth ----------- 6.0 FT.
Temporary Storage Zone Depth ----------- 2.1 FT.
Freeboard/Storm Storage Zone Depth ----------- 2.4 FT.
Total Lagoon Depth ........... 10.5 FT.
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Ammon Nursery Design KBW
Address: 650 Dewitt Williams Rd Checke(DSE
Autryville, NC 28318 Date: 03/30/10
County: Duplin Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV= 99.80
/ \ TOP OF STORM ELEV= 98.80 / \
\ TOP OF HEAVY RAIN ELEV= 98.11 /
STRT PMP EL.= 97.38 \ TOP OF TEMP STORAGE ELEV= 97.38 !
END PMP EL. = 95.30 \ TOP OF TREAT ELEV= 95.30 SHWT= 95.00
\ TOP OF SLUDGE ELEV= 90.73 !
FINISHED BOTTOM ELEV=89.30
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Ammon Nursery Designed By: KBW
Address: 650 Dewitt Williams Rd Checked By: DSE
Autryville, NC 28318 Date: 03/30/10
County: Duplin 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 in August, 2003.
Emergency Spillway:
An Emergency Spillway is not required.
N
���
NOTE: See attached Waste Utilization Plan `P� ,,,11
y/--�►— ��0 ..0.8,lei Lei
DESIGNED:
DATE:-3 �3CS�/O
��/N1111111N
COMMENTS:
This design is update of start and stop pump elevations and to show the 112
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear tends
to reduce operating pressure and flow. With continued use, nozzle wear results in an
increase in the nozzle opening which will increase the discharge rate while decreasing the
wetted diameter.
You should be aware that operating the system differently than assumed in the design will
alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle. Clogging
of nozzles can result in pressure increase. Plugged intakes or crystallization of mainlines
will reduce operating pressure. Operating below design pressure greatly reduces the
coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout the
application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On a
windless day, variation between containers of more than 30 percent is cause for concern.
You should contact your irrigation dealer or technical specialist for assistance.
*Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
1

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

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

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 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.
4

• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and water
conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the
amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5

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

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

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) ,.
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) D-A 34�
COOPERATIVE EXTENSION SERVICE (CES) ^ao -Ssk"a- �5^;
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. Slop 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.
8

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: [phone]
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
9

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

Dry Manure Handling Accumulations of animal ()Remove spillage on a routine basis(e.g.7-10 day
Systems wastes interval during summer; 15-30 days interval during
winter)where manure is loaded for land application
or disposal.
() Provide for adequate drainage around manure stockpiles
() Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner/ integrator agrees to use
sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC -- November 11, 1996
I1

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production (V)Vegetative or wooded buffers:
(V)Recommended best management
practices;
(V)Good judgment and common sense
Animal body Dirty manure ()Dry floors
surfaces covered animals
Floor surfaces Wet manure-covered (V)Slotted floors;
floors (v)Waterers located over slotted floors;
(V)Feeders at high end of solid floors;
(,')Scrape manure buildup from floors;
( )Underfloor ventilation for drying
Manure collection Urine (✓)Frequent manure removal by flush,pit
pits recharge or scrape
Partial microbial ( )Underfloor ventilation
decomposition
Ventilation Volatile gases (v)Fan maintenance;
exhaust fans Dust (V)Efficient air movement
Indoor surfaces Dust (✓)Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks Agitation of recycled ( )Flush tank covers
lagoon liquid while tanks ( )Extend fill lines to near bottom of tanks
are filling with anti-siphon vents
Flush alleys Agitation during waste ( )Underfloor flush with underfloor
waterconveyance ventilation
Pit recharge Agitation of recycled ()Extend recharge lines to near bottom of
points lagoon liquid while pits pits with anti-siphon vents
are filling
Lift stations Agitation during sump ( )Sump tank covers
tank filling and drawdown
Outside drain Agitation during waste ( )Box Covers
collection or water conveyance
junction boxes
End of drain Agitation during waste ( )Extend discharge point of pipes
pipes at lagoon water underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions (V)Proper lagoon liquid capacity
Biological mixing (V)Correct lagoon startup procedures
Agitation ( )Minimum surface area-to-volume ratio
(v)Minimum agitation when pumping
( )Mechanical aeration
( )Proven biological additives
Irrigation sprinkler High pressure agitation (V)Irrigate on dry days with little or no wind
nozzles Wind draft (V)Minimum recommended operation pressure
(v)Pump intake near lagoon liquid surface
( )Pump from second-stage lagoon
AMOC—November 11, 1996
12

Storage tank or Partial microbial ( )Bottom or midlevel loading
basin surface decomposition Mixing while ( )Tank covers
filling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin Partial microbial decom- ( )Extend drainpipe outlets underneath liquid
surface position Mixing while filling level
Agitation when emptying ( )Remove settled solids regularly
Manure,slurry or Agitation when spreading ( )Soil injection of slurry/sludges
sludge spreader Volatile gas emissions ( )Wash residual manure from spreader after use
outlets ( )Proven biological additives or oxidants
Dead animals Carcass decomposition ( )Proper disposition of carcasses
Dead animal Carcass decomposition ( )Complete covering of carcasses in burial pits
disposal pits ( )Proper location/construction of disposal pits
Incinerators Incomplete combustion ( )Secondary stack burners
Standing water improper drainage (V)Farm access road maintenance
around facilities Microbial decomposition of away from facilities
organic matter
Manure tracked Poorly maintained access (V)Farm access road maintenance
onto public roads roads
from farm access
Additional Information: Available From:
Swine Manure Management 0200 Rule/BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge--Lagoon Treatment:EBAE128-88NCSU-BAE
Swine Production Facility Manure Management:Underfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual NC Pork Producers
Assoc
Options for Managing Odor;a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain to this operation. The landowner/ integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Practices have been reviewed
with me.
(Landowner Signature)
13

2004, 2042, 3081 -3096, 3956, 4205 Mr. Holmes Complex BMPs
1996.pdf
Created by FREE version of
FolderMill

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Insect Control Checklist for Animal Operations 000
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Source Cause BMPs to Control Insects Site Specific Practices
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Liquid Systems
Flush gutters • Accumulation of solids Flush system is designed and operated Ca
sufficiently to remove accumulated solids from C�ii
❑ gutters as designed
Remove bridging of accumulated solids at A
discharge N
Lagoons and pits • Crusted solids Maintain lagoons,settling basins and pits where C.71
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 to
8 inches over more than 30 percent of surface =
Excessive vegetative • Decaying vegetation ❑ Maintain vegetative control along banks of O_
growth lagoons and other impoundments to prevent 3
accumulation of decaying vegetative matter along CD
water's edge on impoundment's perimeter. (n
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Dry Systems 3
Feeders Feed spillage ❑ Design,operate,and maintain feed systems(e.g.,
bunkers and troughs)to minimize the O
accumulation of decaying wastage X
❑ Clean up spillage on a routine basis(e.g.,7-to Qj
10-day interval during summer; 15-to 30-day
interval during winter) rn
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AMIC—November 11, 1996, page 1

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O
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Insect Control Checklist for Animal Operations 000
Source Cause BMPs to Control Insects Site Specific Practices
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Feed storage Accumulations of feed residues X Reduce moisture accumulation within and
around immediate perimeter of feed storage -
areas by ensuring drainage is away from site
and/or providing adequate containment(e..., CD
covered bin for brewer's grain and similar high CA
moisture grain products) _p
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solids in filter strips around feed storage as CD
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Animal holding areas • Accumulations of animal wastes Eliminate low areas that trap moisture along
and feed wastage � fences and other locations where waste =
accumulates and disturbance by animals is O
minimal 3
EMaintain fence rows and filter strips around CD
animal holding areas to minimize accumulations M
of wastes(i.e., inspect for and remove or break up C)
accumulated solids as needed) O
Dry manure handling • Accumulations of animal wastes ❑ Remove spillage on a routine basis(e.g.,7-to 10- -0
systems day interval during summer; 15-to 30-day (D
interval during winter)where manure is loaded X
for land application or disposal W
❑ Provide for adequate drainage around manure
stockpiles
❑ Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed O
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For more information contact: �
Cooperative Extension Service,Department of Entomology,Box 7613,North Carolina State University,Raleigh,NC 27695-7613.
AMIC—November 11, 1996, page 2

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O
O
A
N
Swine Farm Waste Management Odor Control Checklist O
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Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine production Vegetative or wooded buffers
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X Recommended best management practices W
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Good judgment and common sense
Animal body surfaces • Dirty manure-covered animals 1 Dry floors
Floor surfaces • Wet manure-covered floors I x] Slotted floors
❑ Waterers located over slotted floors
X N
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X Feeders at high end of solid floors (r
X Scrape manure buildup from floors
Underfloor ventilation for drying 0
Manure collection pits • Urine I Frequent manure removal by flush,pit recharge,
�X or scrape
• Partial microbial decomposition I-� Underfloor ventilation p
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Ventilation exhaust • Volatile gases Fan maintenance _0
fans rX I <D
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Indoor surfaces • Dust Washdown between groups of animals
❑ Feed additives
X O
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❑ Feeder covers O
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Feed delivery downspout extenders to feeder
covers
Flush tanks • Agitation of recycled lagoon El
tank covers
liquid while tanks are filling
Extend fill lines to near bottom of tanks with
anti-siphon vents
Flush alleys • Agitation during wastewater ❑ Underfloor flush with underfloor ventilation
conveyance
AMOC—November 11, 1996, page 1

N
O
O
A
Swine Farm Waste Management Odor Control Checklist N
0
Source N
Cause BMPs to Minimize Odor Site Specific Practices
Pit recharge points • Agitation of recycled lagoon Extend recharge lines to near bottom of pits with
liquid while pits are filling anti-siphon vents OD
Lift stations Agitation during sump tank Sump tank covers
fillip and drawdown W
O
Outside drain • Agitation during wastewater ❑ Box covers (O
collection orjunction conveyance
boxes
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End of drainpipes at • Agitation during wastewater Extend discharge point of pipes underneath Uri
lagoon cone ance lagoon liquid level
Lagoon surfaces • Volatile gas emissions Proper lagoon liquid capacity
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• Agitation X Minimum surface area-to-volume ratio
Minimum agitation when pumping 2
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Irrigation sprinkler High pressure agitation Irrigate on dry days with little or no wind -6
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Pump intake near lagoon liquid surface
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Storage tank or basin Partial microbial decomposition ❑ Bottom or midlevel loading r9
surface 0')
• Mixing while filling ❑ Tank covers
• Agitation when emptying ❑ Basin surface mats of solids
❑ Proven biological additives or oxidants
AMOC—November 11, 1996, page 2

N
O
O
N
Swine Farm Waste Management Odor Control Checklist
N
Source Cause BMPs to Minimize Odor Site Specific Practices CA)
Settling basin surface . Partial microbial decomposition Extend drainpipe outlets underneath liquid level O
Oo
. Mixing while filling Remove settled solids regularly 6)
O
. Agitation when emptying O
Manure,slurry,or . Agitation when spreading ❑ Soil injection of slurry/sludges Q0
sludge spreader outlets W
. Volatile gas emissions ❑ Wash residual manure from spreader after use Ut
O
I I Proven biological additives or oxidants .P
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Uncovered manure, . Volatile gas emissions while ❑ Soil injection of slurry/sludges O
slurry,or sludge on drying CA
field surfaces
Soil incorporation within 48 hours❑
❑ Spread in thin uniform layers for rapid drying 0
N
Proven biological additives or oxidants cn
I I C)
Dead animals . Carcass decomposition Proper disposition of carcasses 0
7X a
Dead animal disposal . Carcass decomposition ❑ Complete covering of carcasses in burial pits
(D
pits X
Proper location/construction of disposal pits
Incinerators . Incomplete combustion Secondary stack burnerscn
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Standing water around . Improper drainage Grade and landscape such that water drains away cfl
facilities X from facilities O
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. Microbial decomposition of Q
organic matter "^
Manure tracked onto . Poorly maintained access roads Farm access road maintenance
public roads from farm El
access
AMOC—November 11, 1996, page 3

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Additional Information: Available From: W
Swine Manure Management;.0200 Rule/BMP Packet NCSU,County Extension Center O
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Swine Production Farm Potential Odor Sources and Remedies;EBAE Fact Sheet NCSU—BAE
Swine Production Facility Manure Management:Pit Recharge—Lagoon Treatment;EBAE 128-88 NCSU—BAE t;,)
Swine Production Facility Manure Management:Underfloor Flush—Lagoon Treatment;EBAE 129-88 NCSU—BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage;EBAE 103-83 NCSU—BAE p�
Calibration of Manure and Wastewater Application Equipment;EBAE Fact Sheet NCSU—BAE W
Controlling Odors from Swine Buildings;PIH-33 NCSU—Swine Extension O
Environmental Assurance Program;NPPC Manual N.C.Pork Producers Assoc.
Options for Managing Odor;a report from the Swine Odor Task Force NCSU Agricultural Communications
Nuisance Concerns in Animal Manure Management:Odors and Flies;PRO107, 1995 Conference Proceedings Florida Cooperative Extension
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AMOC—November 11, 1996, page 4

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Insect Control Checklist for Animal Operations n
CD
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Source Cause BMPs to Control Insects Site Specific Practices 77
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Liquid Systems
Flush gutters Accumulation of solids Flush system is designed and operated U
sufficiently to remove accumulated solids from 1
gutters as designed ro
❑ Remove bridging of accumulated solids at �
discharge -0
Lagoons and pits • Crusted solids Maintain lagoons,settling basins and pits where Q
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 to
8 inches over more than 30 percent of surface
Excessive vegetative o Decaying vegetation Maintain vegetative control along banks of
growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dry Systems
Feeders Feed spillage ❑ Design,operate,and 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-to
10-day interval during summer; 15-to 30-day
interval during winter)
AMIC—November 11, 1996, page I

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O
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Insect Control Checklist for Animal Operations n
m
Source Cause BMPs to Control Insects Site Specific Practices 777
Feed storage . Accumulations of feed residues X Reduce moisture accumulation within and W
around immediate perimeter of feed storage EZ
areas by ensuring drainage is away from site
and/or providing adequate containment(e.g.,
covered bin for brewer's grain and similar high
moisture grain products) CD
❑ Inspect for and remove or break up accumulated -p
X
solids in filter strips around feed storage as �
needed
Animal holding areas . Accumulations of animal wastes Eliminate low areas that trap moisture along
and feed wastage X fences and other locations where waste
accumulates and disturbance by animals is
minimal
EMaintain fence rows and filter strips around
animal holding areas to minimize accumulations
of wastes(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure handling . Accumulations of animal wastes ❑ Remove spillage on a routine basis(e.g.,7-to 10-
systems day interval during summer; 15-to 30-day
interval during winter)where manure is loaded
for land application or disposal
❑ Provide for adequate drainage around manure
stockpiles
❑ Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed
For more information contact:
Cooperative Extension Service,Department of Entomology,Box 7613,North Carolina State University,Raleigh,NC 27695-7613.
AMIC—November 11, 1996, page 2

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O
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Swine Farm Waste Management Odor Control Checklist
m
Source Cause BMPs to Minimize Odor Site Specific Practices rn
Farmstead . Swine production Vegetative or wooded buffers Q
e77
X Recommended best management practices (D
Good judgment and common sense 00
X
Animal body surfaces . Dirty manure-covered animals (—I Dry floors
Floor surfaces Wet manure-covered floors ^�� Slotted floors
Waterers located over slotted floors
X Feeders at high end of solid floors
X Scrape manure buildup from floors
Underfloor ventilation for drying
Manure collection pits . Urine Frequent manure removal by flush,pit recharge,
❑X or scrape
. Partial microbial decomposition �I ^ Underfloor ventilation
Ventilation exhaust . Volatile gases ❑ Fan maintenance
fans X
. Dust ^I Efficient air movement
IX
Indoor surfaces . Dust FXI Washdown between groups of animals
Feed additives
X
❑ Feeder covers
Feed delivery downspout extenders to feeder
El covers
Flush tanks . Agitation of recycled lagoon ❑ Flush tank covers
liquid while tanks are filling
Extend fill lines to near bottom of tanks with
anti-siphon vents
Flush alleys . Agitation during wastewater ❑ Underfloor flush with underfloor ventilation
conveyance
AMOC—November 11, 1996, page 1

IV
O
n
Swine Farm Waste Management Odor Control Checklist 0
CD
m
Source Cause BMPs to Minimize Odor Site Specific Practices rn
Pit recharge points . Agitation of recycled lagoon Extend recharge lines to near bottom of pits with
liquid while pits are filling anti-siphon vents
(D
Lift stations . Agitation during sump tank Sump tank covers
filling and drawdown
Outside drain . Agitation during wastewater ❑ Box covers Ip
collection orjunction conveyance
boxes to
End of drainpipes at . Agitation during wastewater X Extend discharge point of pipes underneath
co
lagoon conveyance lagoon liquid level
Lagoon surfaces . Volatile gas emissions Proper lagoon liquid capacity 'a
CL
. Biological mixing FX I Correct lagoon startup procedures
• Agitation X Minimum surface area-to-volume ratio
X Minimum agitation when pumping
❑ Mechanical aeration
Proven biological additives
Irrigation sprinkler . High pressure agitation - Irrigate on dry days with little or no wind
nozzles
. Wind drift ❑ Minimum recommended operating pressure
Pump intake near lagoon liquid surface
X
I J Pump from second-stage lagoon
Storage tank or basin . Partial microbial decomposition ❑ Bottom or midlevel loading
surface
. Mixing while filling ❑ Tank covers
. Agitation when emptying ❑ Basin surface mats of solids
❑ Proven biological additives or oxidants
AMOC—November 11, 1996, page 2

N
1
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Swine Farm Waste Management Odor Control Checklist
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Source Cause BMPs to Minimize Odor Site Specific Practices to
to
Settling basin surface • Partial microbial decomposition Extend drainpipe outlets underneath liquid level C7
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• Mixing while filling Remove settled solids regularly C
• Agitation when emptying
Manure,slurry,or • Agitation when spreading ❑ Soil injection of slurry/sludges cn
sludge spreader outletscn
• Volatile gas emissions ❑ Wash residual manure from spreader after use
Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions while ❑ Soil injection of slurry/sludges Q
slurry,or sludge on drying
field surfaces
❑ Soil incorporation within 48 hours
❑ Spread in thin uniform layers for rapid drying
Proven biological additives or oxidants
Dead animals Carcass decomposition �^ Proper disposition of carcasses
Dead animal disposal • Carcass decomposition ❑ Complete covering of carcasses in burial pits
pits
I -1 Proper location/construction of disposal pits
Incinerators • Incomplete combustion Secondary stack bumers
Standing water around • improper drainage I I Grade and landscape such that water drains away
facilities X from facilities
• Microbial decomposition of
organic matter
Manure tracked onto • Poorly maintained access roads ❑ Farm access road maintenance
public roads from farm
access
AMOC—November It, 1996, page 3

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CD
Additional Information: Available From: m
Swine Manure Management; .0200 RuleBMP Packet NCSU,County Extension Center
Swine Production Farm Potential Odor Sources and Remedies;EBAE Fact Sheet NCSU—BAE
Swine Production Facility Manure Management:Pit Recharge—Lagoon Treatment;EBAE 128-88 NCSU—BAE (p
Swine Production Facility Manure Management:Underfloor Flush—Lagoon Treatment;EBAE 129-88 NCSU—BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage;EBAE 103-83 NCSU—BAE W
Calibration of Manure and Wastewater Application Equipment;EBAE Fact Sheet NCSU—BAE
Controlling Odors from Swine Buildings;PIH-33 NCSU—Swine Extension 01
0
Environmental Assurance Program;NPPC Manual N.C.Pork Producers Assoc.
Options for Managing Odor;a report from the Swine Odor Task Force NCSU Agricultural Communications CD
Nuisance Concerns in Animal Manure Management:Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension
C
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AMOC—November 11, 1996, page 4

2004, 2042, 3081 -3096, 3956, 4205 Mr. Holmes Complex BMP
Mortality Management Method 030719.pdf
Created by FREE version of
i FolderMill

2004, 2042, 3081-3096, 3956, 4205 Mr. Holmes Complex BMP Mortality Management Method 0307
Version—November 26,2018
Mortality Management Methods
Indicate which method(s)will be implemented.
When selecting multiple methods Indicate a primary versus secondary option.
Methods other than those listed must be approved by the Slate Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
❑ Q death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.108403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
El ❑ Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
a ❑ Rendering at a rendering plant licensed under G.S. 106-168.7.
❑ ❑ Complete incineration according to 02 NCAC 62C.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.
❑ ElIn 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).
❑ El the
method which, in the professional opinion of the Slate Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached),
❑ Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options;contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
��Z ,t., 3 -ag -VA
Signature of Farm Owner/Manager Date
Signature of Technical Specialist Date

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