310011_Application_20240313

M1 �.
ROY COOPER 1
Governor -
ELIZABETHS.BISER `. '^anu • ,
Secretary tea'"' ►''� Ge
RICHARD E.ROGERS,JR, NORTH CAROLINA
Director Environmental Quality
February 12,2024
Square One Farms LLC
Corbett Farms 1-4
PO Box 1139 Gei
Wallace,NC 28466-1139
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2024. In order to ensure your continued coverage under the State Non-Discharge General
Permits,you must submit an application for permit coverage to the Division of Water Resources(DWR)by April 3.2024.
Enclosed you will find a 'Request for Certificate of Coverage for Facility Currently Covered by an Expiring State
Non-Discharge General Permit."The application form must be completed,signed by the Permittee,and returned to the DWR by
April 3,2024.
Mailing Address: NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699 1636
Email:animal.operations(@deg.ne.gov
phone:[phone]
Please note that you must include one (I) copy of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application farm.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NC G.S. § 143-215.1
and could result in assessments of civil penalties of up to$25,000 per day.
Copies of the animal waste operation State Non-Discharge General Permits are available at
www.deq.nc.govlanimalpermits2024.General permits can he requested by writing to the address above.
If you have any questions about the State Non-Discharge General Permits,the enclosed application,or any related matter please
feel free to contact the Animal Feeding Operations Branch staff at 919-707-9129.
Sincerely,
�
Michael Pjetraj,Deputy Director
Division of Water Resources
Enclosures: Reg est for Certificate of Coverage for Facility Currently Covered by an Expiring State Non-Dischame
General Permit
NOrthCareliunDepartmeutofFusironmente]Qua>;itr Division ofWaterRtsources
�E��, 512NarthS&1hWwy5trttt 1636 Alai]Sen•icaCaa%r Raleigh,North Carolina27699.1635

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 30,2024,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 3,2024.
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 Pernrittee.
1. Certificate Of Coverage Number: AWS31001l
2. Facility Name: Corbett Farms 1-4
3. Permittee's Name(same as on the Waste Management Plan): Square One Farms LLC
4. Petmittee's Mailing Address: PO Box 1139
City: Wallace State: NC Zip: 28466-1139
Telephone Number: 910-285-1005 Ext. E-mail: atria r€anazesa
j c�.b+ti• caws.
5. Facility's Physical Address: I645 Reeister Rd
City: Rose Hill State: NC zip: 28458
6. County where Facility is located: Duplin
7, Farm Manager's Name(if different from Landowner):S_bkVL 0951_l
8, Farm Manager's telephone number(include area code): 10,2,1? -13S?
9. Integrator's Name(if there is not an Integrator,write"None"): Mttrr,.hv-Brown LLC
10. Operator Name(OIC): Terry G.Carter Phone No.: 910-590-5761 OIC#: 992215
11, Lessee's Name(if there is not a Lessee,write"None"): h4&Vt2
12, Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Wean to Finish 11,006
Oneration Tvnes:
Swine Cattle Dry Poultry Other INDes
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 Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information,
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1 Lagoon 1/l/1998 Full,clay 679,451.00 87,763.00 19.50
2A Lagoon 1/1/1993 Full,clay 266,064.00 28,360.00 19.50
2B Lagoon 1/1/1993 Full,clay 134,551.00 23,291.00 19.50
3A Lagoon 1/1/1993 Full,clay i-34�6 �? 19.50
3B Lagoon 1/1/1993 Full,clay 29,'1 1u7,If 19.50
4A Lagoon 1/1/1993 Full,clay 5%+ f>t s r'yg7 3 I9.50
4B Lagoon I/l/1998 Full,clay �®aJ 311 lj -W4 35.00
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10C(d),either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
I.The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical 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 determinations,or hazard classifications that may be
applicable to your facility.
8.Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list,please include the additional components with your submittal.
(e,g.composting,digesters,solids separators,sludge drying system,waste transfers,etc.)
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 IR969ip ekage will be returned to me as incomplete.
MAR 13 2024
NC DEO/DWR
Central Office

Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement,representation, or certification in any application may be subject to civil penalties 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.)
Print the Name of the Pe►mittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation):
Name(Print): __"— ` -t ►r LA Title: V.a PlcS►,�tr�i'
Signature: Date:
Name(Print): Title:
Signature: _ Date:
Name(Print): Title: _
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636

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WASTE UTILIZATION PLAN
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�~ Facility Number: I
31-011
Facility COC Number:
AW,S310011
F
Facility Name:
Corbett is 1-4 i[
Landowner's Name:
Square One Farms LLC
Landowner's Mailing Address: "
PO Box 1139 Wallace, NC 28466
Facility's physical address:
SR 1141 Rse Hill, NC 28458
Type of Operation:
Wean - Finish
Number of Animals:
11, 006
4'
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should
be used to reduce the amount of commercial fertilizer required for the crops in the fields
where 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 x
maximize the fertilizer value of the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the needs of the crop to 'S
be grown and the nutrient content of the waste. Do not apply more nitrogen than the
crop can utilize. Soil types are important as they have different infiltration rates, k
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leaching potentials, cation exchange capacities, and available water holding capacities.
Normally waste shall not be applied to land eroding at greater than 5 tons per acre per
year. With special precautions, waste may be applied to land eroding at up to 10 tons
per acre per year. Do not apply waste on saturated soils, when it is raining, or when
the surface is frozen. Either of these conditions may result in runoff to surface waters
which is not allowed under DEM regulations, Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of
nutrients for crop production and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied to bare ground not more than 30 days prior to
planting. Injecting the waste or disking will conserve nutrients and reduce odor
problems.
The estimated acres needed to apply the animal waste is based on typical nutrient
content for this type of facility. Acreage requirements should be based on the waste
analysis report from your waste management facility. Attached you will find information
on proper sampling techniques, preparation, and transfer of waste samples to the lab
for analysis, ;
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This waste utilization plan, if carried out, meets the requirements for compliance with I?
15A NCAC 21-1.0217 adopted by the Environmental Management Commission.
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{ WASTE UTILIZATION PLAN A
Amount of Waste Produced Per Year(gallons,ft, tons, etc.)
11,006 animals X 766 (tons)waste/animal/year= 8,430,596.0 (amt.)waste/year.
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Amount of Plant Available Nitrogen (PAN)Produced Per Year
11,006 animals X 1_8 lbs. PAN/animallyear= 19,810.8 lbs. PAN/year.
*20% reduction for 2nd stage lagoon for 5,033 animals 1811 y
17,999.80 Ibs/yr
Applying the above amount of waste is a big job. You should plan time and have
appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown
and surface application:
See Page 2a For Acres Owned By Producer
'This N is from animal waste only. if nutrients from other sources such as commercial
fertilizer are applied, they must be accounted for. N must be based on realistic yield
expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
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requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of North Carolina to have a nutrient management plan that addresses
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all nutrients. This plan only addresses Nitrogen.
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�- WASTE UTILIZATION FLAN
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil CMP Lbs.N Acres Lbs.N Month of
9 No. Woe Per Acre Utilized Application
Corbett 1 Rumford Bermuda/grazed 221 1 3.5 766.87 Mar-Se f
Small grain razed 5o 173.6 Sept-April
Corbett 2 Rumford Bermuda)razed 221 4.5 992.29 Mar-Se
Small ain-4razed 50 224.5 Sept-April
Corbett 3 Rumford Bermuda)razed 221 4.5 998.92 Mar-Se
Small rain- razed 50 226 Sept-April q
Corbett 4 Rumford Bermuda!razed 221 1.9 422.11 Mar-Se
Small rat razed 50 95.5 Sept-Aprii i
Corbett 5 Rumford Bermuda/grazed 221 31 680.69 Mar-Se �i
Small grain razed 50 1 154 Sept April
Corbett 6 Rumford Bermuda/razed 221 3-1 689.52 Mar-Se
Small crain grazed 50 156 Sept April
Corbett 7 Rumford Bermuda! razed 221 1A 304.98_ Mar-Se x
Small rain razed 50 _ 69 Sent-April y
Corbett Ba Rumford _ Bermuda! razad 221 7.3 1606,67 Mar-Se
Small rain razed 50 363.5 Sept-April
Corbett Bb Rumford 8ermudal razed 221 3.2 716.04 Mar-Se
Small rain razed 50 162 S -A dl !:
Corbett 9 Woodin ton Cam 119 6.8 805.63 Feb 15-June
_ Wheat 120 812A Si t-A dl
Corbett 10 Woodin tan Cam 119 1A 165.41 Feb 15-June
Wheat 120 166.8 Se t-A II
Corbett 11 Marvin Corn 6a 5.6 3?8.76 Feb 15-June
Wheat 67 373.19 Sept-April v.
Corbett 12 Foreston Corn 150 4.6 691.6 Feb 15-June
Wheat 115 530-15 Sept-April
Corbett 13 Foreston Corn 150 3.3 499.5 Feb 15-June
Wheat 116 3112.95 Sept-April
Corbett 14 Woodin ton Corn 119 2,2 2fi4.18 Feb 15-June
Wheat 120 268.4 Se t-A rii
Corbett 15 Aulrvvlila Corn 106 2A 252.28 Feb 15-June q
Wheat 104 247.62 Sept-April
r Corbett 16 Autryyllle Bermuda razed 221 1.9 415.48 Mar-Se
Small rain razed 50 94 Se t- ril
Corbett 17 AutryAlle Bermuda! razed 221 3.2 716.04 Mar-Sep
Small rain razed 50 162 Sept-April
Corbett 18 Autryjille Bermudalgrazed 221 6.8 1496A7 Mar-§epe _
Small grain-grazed 5o 338.5 Sept-Aprill f
Corbett 19 Autrpille Corn 105 6.6 699.6 Feb 15-June
Wheat 104 686.4 Sept-April
Corbett 20 Autryville Corn 106 5.3 660.74 Feb 15-June
Wheat 104 _ 550,16 Se 1-A rii
Corbett 21 Autryville Corn 106 3.8 399.62 Feb 16-June
Wheat 104 392.08 Sept-ADril
Corbett subfield 1 Rumford Bermuda!razed 221 3.0 671.84 Mar-Se
Small orain razed 50 152 Se t-A rii
Corbett subfield 2 Rumford Bermuda) razed 221 0.1 16.354 Mar-Se
Small rain razed 50 3.7 Se t-A ril
Corbett sublieid3 Rumford Bermuda) razed 221 1.7 382.33 Mar
Small Small rain razed 50 86,5 Sept-April
Corbett subliietd 4 Woodingtorr Corn 119 1.6 195.16 Feb 15-Jun
Wheat 120 196.8 Sa t-A r1
Corbett subfield 5 Foreston Com 150 12 325,5 _Feb 15-Jun e
Wheat 115 _ 249.55 Se-t-AEr1
Corbett subfield 7 Au ills Bermudalarazed 221 4.8 1063.01 Mar-Se
Small grain-grazed 50 240.5 Sep[-April
Corbett subfield 8 Autryville Com 108 5.0 526.82 Feb 15-Jun !'
Wheat 104 516.88 Se t-A rii
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�. TOTAL 86.3 21149.5 reels
18.4 4626.9 aerway
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WASTE UTILIZATION PLAN
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own
adequate land[see Required specification 2])
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
in
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Total -
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See footnote for Table 1.
Totals from above Tables
Acres Lbs.N
Utilized
Table 1 86.3 21,149.54
Table 2 0 -
Aerway 18.4 4,626.94
Total 104.7 25,776.48
Amount of N Produced 17,999.80
Surplus or Deficit 7,776.68
NOTE: The Waste Utilization Plan must contain provisions for periodic land
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application of sludge at agronomic rates. The sludge will be nutrient rich and will
require precautionary measures to prevent over application of nutrient or other
elements.
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WASTE UTILIZATION PLAN
Table 1: ACRES OWNED BY PRODUCER
Tract Field soil crop Lbs.N Acres Lbs.N Month of
# No. Type Per Acre Utilized Application k
Corbett 1 Rumford Bermuda!razed 221 1 3.5 766.87 Mar-Se
Small rai razed 50 173.5 Sept-April
Corbett 2 Rumford Bermudal•razed 221 4.5 992.29 Mar-Se
Small arai razed 50 224.5 Set ril
Corbett 3 Rumford Bermuda!,razed 221 4.5 998.92 Mar-Se
Small orate razed 50 226 Sept-April r
Corbett 4 Rumford Bermudalqrazed 221 1.9 422,11 Mar-Se
Small grain-grazed 50 95.5 Se FA ril
Corbett 5 Rumford Bermuda razed 221 3.1 880.68 Mar-Sep
Small rain razed 50 154 Sept-April
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_Corbett 6 Rumford Bermuda razed 221 3.1 689.52 Sep
Small rain razed 60 156 Sept-April
Corbett 7 Rumford Bermuda razed 221 1.4 304.98 _ Mar-Sep �f
Small rat razed 50 59 Sept-April
Corbett 8a Rumford earmuda4razed _ 221 7.3 1606.67 Mar-Sep
Small rain razed 50 363.5 Sept-April
Corbelt 8b Rumford Bermuda/grazed 221 3.2 716.04 Mar-Sep
Small rain razed 60 162 1 Sept-Aprll jr
Corbett 8 Waodington Soybean 112 6.8 758.24 March-June ?"
Small rain- razed 15 101.55 Sept-April
Corbett 10 Waodlrr%ton Soybean 112 1.4 155.88MIMAarch-June
une
_ Small rain razed 15 20.85ril
Corbett 11 Marvin Soybean 91 5.6 606.87tuneSmall rain- razed 15 83.55itCorbett 12 Foreston So bean 133 4.6 613.13uneSmall raln razed 15 69.15rrrilCorbett 13 Foreston So bean 133 3.3 442.89JuneSmall rain- razed f5 49.95rllCorbett 14 Woodinglon So bean 112 2.2 248-84June
Small rain razed 15 333 SeOl-Aprill
Corbett 15 Autryville Soybean 100 1 2A 23B March-June
Small rain razed 15 35.7 Sept-Aprll
Corbett 16 Aut l9e Bermuda razed 221 1.9 415.48 mar-Sep
Small grain-grazed 50 94 Sept-April
Corbett 17 Autryville Bermuda razed 221 3.2 716.04 Mar-Se
_ Small rain- razed 50 162 Se t- tit
Corbett 18 Autryville Bermuda' razed 221 6.8 1496.17 Mar-Sep
Small qjq1kgrazed 50 338.5 Sept-April
Corbett 19 A-1rim ie Soybean 100 6.6 K79.36
March-June
Small rain razed 15 Se t- ril
Corbett 20 ille Soybean 100 5.3 March-June
Small rain razed 16 Se t- ril
Corbelt 21 A 'Ile So bean 100 3.8 March-June
Small rain razed 15 Se t-A ril
Corbett subfield 1 Rumford Bermy dalgrazed 221 3.0 Mar-SeSmall rain razed 50 Sept-A_prtl
Corbett subfield 2 Rumford Bermuda/grazed 221 0.1 16-354 Mar-Seps
_ Small rain razed 50 3,7 S t- rll
Corbett subfield3 Rumford Bermuda razed 221 1.7 382.33 _Mar-S
Small rain razed 50 86.5 Se t- 01
Corbett subfeld 4 Woodtncton Soybean 112 1.6 183.68 March-June
Small rain razed 15 24.6 Sept-April
Corbett subtleid 5 Foreston Soybean 333 2.2 288.61 March-June
Small raln rzed 15 32,55 S- t-A nil
Corbett subfeld 7 Au ille Sermudah-razed 100 4.8 481 Mar-Se
Small grain- razed 50 240.5 Seat-April
Corbett. subfield 8 ne Soybean 100 1 5.0 497 March-June
Small rain razed 15 74.55 Sept-April
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TOTAL 86,3 17482.7 reels
18.4 3135.2 aerway t
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WASTE UTILIZATION PLAN
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only If operator does not own
adequate land[see Required Specification 2])
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No, Type Per Acre Utilized Application
L.
Total
See footnote for Table 1.
llY
Totals from above Tables
4
Acres Lbs.Nis
Utilized
Table 1 86.3 17,182.67
Table 2 0 -
Aerway 18.4 3135.2
Total 104.7 20317.9
Amount of N Produced 17,999.80
Surplus or Deficit —(?—L,3 1—�8O 8
NOTE: The Waste Utilization Plan must contain provisions for periodic[and
application of sludge at agronomic rates. The sludge will be nutrient rich and will
require precautionary measures to prevent over application of nutrient or other
elements.
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WASTE UTILIZATION PLAN
See attached map showing the fields to be used for the utilization of waste water. i
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Application of Waste by Irrigation
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Field Soil Type Crop Application Application
No. Rate(In/Hr) Amount(In.) k
1 thru 8b Rumford Bermuda/Small Grain 0.4 1
s thru 10 Woodington Corn/Wheat/Soybeans 0.4 1
11 Marvin Corn/Wheat/Soybeans 0.7 1
12 thru 13 Foreston Corn/Wheat/Soybeans 0.5 1
14 Woodington Corn/VVheat/So beans 0.4 1
15 Autryville Corn/Wheat/Soybeans 0.5 1
16 thru 18 Autryville Bermuda/Small Grain 0.6 1
19 thru 21 Autryville Corn/Wheat/Soybeans 0.6 1
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Subfield 1 thru 3 Rumford Bermuda/Small Grain 0.4 1
Subfield 4 Woodington Corn/Wheat/Soybeans 0.4 1 }
Subfield 5 Marvin Corn/Wheat/Soybeans 0.5 1 I$
Subfield 7 Autryville Bermuda/Small Grain 0.6 1 �'
Subfield 8 Autryville Corn/Wheat/Soybeans 0.6 1
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION,
HOWEVER A SIMILAR TABLE WILL BE NEEDED FOR DRY LITTER OR SLURRY.
** 7 Lagoons"
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 waste being stored in your structure exceed r
Elevation*see lagoon staff gauges:
Call the local Natural Resources Conservation Service(formerly Soil
Conservation Service)or Soil and Water Conservation District office after you
receive the waste analysis report for assistance in determining the amount per
acre to apply and the proper application rate prior to applying the waste.
Narrative of operation:
This NUP reflects wettable acres for reels and aerways.
This farm uses an aerway system and hard hose traveller system for irrigation.
The method of nutrient removal is throuah having,grazing and row crops.
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WASTE UTILIZATION PLAN A
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.
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2 There must be documentation in the design folder that the producer either owns or
has and agreement for use of adequate land on which to properly dispose of waste,
he/she shall provide a copy 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 facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of k
animals, method of utilization, or available land.
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3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based on soil type, available moisture, historical data, climatic
conditions, and level of management, unless there are regulations that restrict the
rate of application for other nutrients.
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4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. '=
Waste may be applied to land that is eroding at 5 or more tons, but less than 10
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tons per acre per year providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393-Filter Strip). y
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 irrigation field. k
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6 When animal waste is to be applied on acres subject to flooding, it will be soil
incorporated on conventionally tilled cropland. When 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 4,
Carolina"for guidance.) .
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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 or flies,
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8 Animal waste shall not be applied to saturated soils, during rainfall events, or when r
rr the surface is frozen.
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WASTE UTILIZATION PLAN
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REQUIRED SPECIFICATIONS
(continued)
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.
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10 Waste nutrients 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
it
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.
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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 from any perennial stream or river(other than an ;
irrigation ditch or 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. (See Standard 393- Filter Strips).
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12 Animal waste shall not be applied closer than 100 feet to wells.
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13 Animal waste shall not be applied closer than 200 feet of dwellings other than those r.
owned by the landowner. P.
14 Waste shall be applied in a manner no to reach other property and public right-of s
ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or t
wetlands by a discharge or by over-spraying. Animal waste may be applied to prior
converted wetlands provided they have been approved as a land application site by
prior converted wetlands provided they 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.
H
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
17 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. t
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WASTE UTILIZATION PLAN
I
18 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.
s
18 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 is should only be applied preplant with no further applications
of animal waste during the crop season.
20 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
1 shall be managed to maintain the liquid level between markers. A marker will be
required to mark the maximum storage volume for waste storage ponds. iF
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21 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 element. Zinc and copper levels in the soils shall be monitored and j
alternative crop sites shall be used when these metal approach excessive levels.
pH shall be adjusted for optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry waste application records
shall be maintained for three(3)years. Waste application records for all other
waste shall be maintained for five(5)years. f
22 Dead animals will be disposed of in a manner that meets North Carolina :
regulations.
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WASTE UTILIZATION PLAN
I
WASTE UTILIZATION PLAN AGREEMENT [.
,
Name of Farm:
Corbett 1-4
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Owner 1 Manager Agreement
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I (we) understand and will follow and implement the specifications and the operation
and maintenance procedures established in the approved animal waste utilization plan
for the farm named above. 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 Environment Management
(DEM) before the new animals are stocked. i (we)also understand that there must be
no discharge of animal waste from this system to surface waters of the state from a
storm event less severe than the 25-year, 24-Hour storm. The approved 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 DEM upon request.
Name of Facility Owner:
(please print)
Square One Farms LLC
Signature: Date:
Name of Manager(If different from owner): AJ Linton
Signature: Date: 1'2r 5r/j
Name of Technical Specialist: (please print): AJ Linton
Affiliation: Murphy Family Ventures LLC a
Address(Agency): P.O. Box 1139
Wallace. NC 28466
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Signature: Date: 07 `;Z
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` WASTE UTILIZATION PLAN
ANIMAL WASTE UTILIZATION AGREEMENT
~^ �
(Needed only if additional land has*be leased,etc.)
penn|aaidnto apply an|ma|waste nn uol�anonuy�emon S34- acres
Ir
nfmy land for the duration of time nhoWh-be|mw.
I understand that this waste contains nitrogen, phosphorous, potassium, and other �
trace elements and whoh properly applied should not harm my land orcrops, | mbo �
understand that the use of waste will reduce my needed for commercial fertilizer.
Adjacent Landowner: Date:
�
VVastepvoduoer: Date:
/Technical Representative: Onha: / / 3
SVVCDReprenenbadve: Date:
Term 6fAgreement: No 0 QM6-'T \ . 20 t 2 �
(Minimum ofTen Years on Cost Shared Item
(See Required Specification No.2)
/
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Page

Coroett Farm
Scale: 1"=%400'
Pull p Acres field 81 s
1 Tala1 FlEld. 17.43 AC,
2 4.a9 Welled Aces- 14.39 AG
3 4.52 Subteld Acres- 3,04 Ac. iE
4 1.91
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5 3,06
8 3.12 lj
7 1.38
8A 7.27 if
8fl 3.24
9 6,77 r
10 1.39
11 5.57
12 4.61
i3 3.35
Ia 2.22 y
15 7.38
16 1.66
17 3.24
l8 6.77 Field 02 EE
19 6.60 Tolol Field m 3.82 AC
20 3,29 r Welled Aces -308 Ac-
71 3,77 Sublleld Agee� 0.74 Ac, :
Total �G.3D
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Total Field 16.74 Ac. _ F
Welled Aces=15,01 Ac. -
Subfleld Acres 1-73 Ar
Field 14 }
e van i a bald-Field-9.E0 AM lk
"'s x'�• Welled Aces. 8.16 Aa.
_ Subtield Acres=7.64 At,
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Welled Ace.. 13.51 Ac.
Subtield Aue4> 2.17 At, -
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Total Mold 6.44 A, Ir
Wetted Aces- 4-60 AC.
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Total FINd q 16.70 AC.
wailed ACes= IIJ19 Ac-
Sub(ieid Acres n 4.8t Ac.
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s.p.v xeO„ Told Field=20,63 An .:
Welted Aces- 15,6E Ac.
14 Subteld Aces -4.97 AC.
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Cornett Farms 1-4
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1645 Register Rd
Rose Hill,NC 28458
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Facility: Corbett 1 Farm#6281
Phone Number: 910-289-4244
911 Address: 1645 Register Road Rose Hill N.C. 28458
Directions to Farm: From Rose Hill turn right at traffic light onto Fire Tower Rd. proceed approximately 5.0 miles
Farm will be on the left. Farm Sign#6281. Barns 1,2,3,4
Effluent Handling System Emergency Procedure
In the event of an actual or potential spill take the following steps in order:
1)STOP and CONTAIN the release.
2) Utilize emergency contact list to notify one of the contacts of the situation.
3)Stay with the actual or potential release to ensure it is stopped or contained; do not
leave until instructed to do so.
Effluent Handling Emergency Contact List
Start with the first contact and continue to call until you talk to someone,do not leave message.
Names(in order to be contacted)
1) Juan Molina 910-284-2562
2) Riley Pickett 910-271-8810
3) John Wesley Hairr 910-271-5333
4) Larry Matthis Jr. 910-271-0996
5) Greg Wulf 910-271-0994
Return to the top of the list and start again until someone is contacted.
Production System Emergency Procedure
In the event of a suspected disease outbreak take the following steps in order.
1) Ensure bio-security measures are taken and minimize traffic in and out of farm.
2)Contact your manager and/or your primary contact.
In the event of a power/water failure take the following steps in order.
1)Contact your manager and/or primary contact.
Intervention Levels Sow Herd Size
2400 3800 7200 4400
#of sows off feed in 1 day- >10%in one location ( barn, row,or room )
#of aborts in 2 day period- 3 5 7 6
#of aborts in 1 week- 6 10 16 12
Weekly Stillborn %- 10% 10% 10% 10%
Weekly PWM - 20% 20% 20% 20%
Sow Mortality- 10% 10% 10% 10%
Nursery and Finishing- > 1% mortality in any one day

Production Emergency Contact List
Start at the first contact and continue to call until you talk to someone, do not leave message.
Names(in order to be contacted)
1) Juan Molina 910-284-2562
2) Larry Matthis Jr 910-271-0996
3) Greg Wulf 910-289-0994
4) Wen Murphy 910-271-0873
5) Evan Hardison 910-284-0451
Return to the top of the list and start again until someone is contacted.
Emergency Procedure for Fire, Medical, and Property Damage
1) Contact the appropriate personnel using the Safety emergency number contact list.
2) Contact your manager and/or primary contact.
Safety Emergency Contact Numbers
1) Juan Molina 910-284-2562
2) Larry Matthis Jr. 910-271-0996
3) Mike Brown 910-271-2302
4) Ambulance 911
5) Fire Dept 911
6) Police/Sheriff Dept 911
7) (Area) Hospital- Duplin 910-296-0941
8) (Area)Clinic-Dr. Ricci 910-285-4100
9) Poison Control 800-451-8346
10) Highway Patrol 910-296-1311
Location of main electrical shut off: In the generator shed located
Location of main gas shut off: At the Ip gas tanks
Electric Company: Four County Phone# : [phone]
Account/Meter#: 40000853

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Version—November 25,Z018
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 State Veterinarian.
Primary Secondary Routine Mortality
1 71 Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
1_ r Jl death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403), The bottom of the burial pit should beat least one foot above the seasonal
high water table.Attach burial location map and plan.
(� Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
1313.0200.
�(, Rendering at a rendering plant licensed under G.S. 106-168.7
i
ElF-1 Complete incineration according to 02 NCAC 62C .0102,
A composting system approved and permitted by the NC Department of Agriculture&Con- i
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. `
i
❑ In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
❑ Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for ail 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.
Signature of FarrrH rf Manager Date
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Signature of Technical 51 ecialist Date

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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
I
dormant (such as wintertime for bermudagrass)or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter/ early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available in
the lagoon for future wet periods. In the late summer/early fall the lagoon should be pumped down
to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization j
plan will allow it. D
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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: I
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• 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.
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0 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.
I=
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. r
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon i
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 r
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Lagoon surface-- look for:
1. undesirable vegetative growth 1
(' 2. floating or lodged debris
r
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 1
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
a
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
A good stand of vegetation will reduce the potential damage caused by wave action. If E
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.
,3
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 a!/ 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
.M0020204151.4
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.
u.
Lagoon Operation
Startup:
I. 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. r
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 r
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.
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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 j
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
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• 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 3
and the maximum liquid level. (Figure 2-1).
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• 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.
fi
• 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. 4
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•
t
Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
5
• 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.
t
• 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:
F
Rate of lagoon sludge buildup can be reduced by-
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• 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:
s
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques: j
• Hire a custom applicator. v
• Mix the sludge and lagoon liquid with a chopper-agitator impeller pump through large- j
bore sprinkler Irrigation system onto nearby cropland;and soil incorporate.
t
• 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. t
• 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
r dewater; haul and spread with manure spreader onto cropland or forageland; and soil i
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. t
r
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 t
be removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
I
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 gelds 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.
�I
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.
R
6
M00202p41517 1
�i

3
` 1 p
A
I
Possible Causes of Lagoon Failure h
N
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: t
w
i
• 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 R
placing any pipes in dams.)
l
• Lagoon liquid levels--high levels are a safety risk.
;
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
i
• 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. .
it
III
l
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P
fi
M00202041518
I;
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1E
J
t

rawer c,oi�t�tcM Ezstc�ne y
Address: PO Sox 856 Checked By: DSE
Warsaw, NC 28398 Date: 12118/08
County; Dupfin _ Sheet 1 of 7
--- ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
�w_ Farm PQPulatlon:
Nursery, -----••------------- 0
Wean to Finish; 0
Finishing: - - -- 3248 Hd.
Rirrow to weanling: ...... 0
Farrow to feeder: --.....__._.....____-- 0
Farrow to finish: 0
Storage Period; ___._.,._,.._....._ 180 Days
25 Yr.124 Hr Storm Event ___---------_------ 7,5 In.
"Heavy Rain"Factor ,Win.
Rainfall in Excess of Evahorollon -••---------- ...... 7.0 in.
Additional Water Usage: _.._.__.-___ 0
Additional Drainage Area:
LAGOON INFORM 1 lON
Is Lagoon Designed as an Irregular Shape? (Y/N)----•••------ Y
Does Operator Want Frnergency Spillway? (Y/N) -- - N
Was This Design Bulit Prior to Sept. 1996? (YIN)-- - - Y
Is Drain Tile Recj d to town-SHWT? (YIN)
Seasonal High Water Table Glev: 93,00 Ft.
Freoboard: ................ 1.0 Ft.
Emergency Spillway I-low Depth: 0.3 Ft.
Side Slopes: 3 :1 (I-I:V)
0.0
Top oI Dike Elevi-ition: Depth 102,00 FI.
FtniOwd Bottom ElCvation: 11.00 Ft. 91,00 Ft.
Start Pump Elevation: 20.04 In, 100.33 Ft.
Slop Purnp Elevatlon: 46,8 In, 98.10 r't,
LAGC}ON..VOLUAII> _FtF( UjRp-NOES DESiDNVOLUMES
Storm Stor= 54852 (C;u.Ft.) 55,282 (Cu,FQ 100,78%
Temporary= 158275 (Cu.Ft,) 174,483 (Cu.FQ 110,24%
Permanent= 438480 (Cu.Ft.) 449,686 Cu-ht. 102,56%c
-Total Volume - 661,607 (CUTE] 579,461 (Cu.Ft.) 104.27%r:
1/2 Traatrnvnt Volume= 21%240 (CuXt.)
112 Treatment Volume Vievation 94.94 `Ft, 84.74 In,
90 Temporary Storage Volume Elevation^ -- 99.03 Ft. _-_ - 35.69 In.
Mire.Required Urm Thscknoss ._- 1.6 Fi,
Lagoon Surfaco Area:(Inside TOO) ------•_.----------- 87,763 S.F.
k:
ifurphy-tlrovin,l..r.0 TnJinceririrl !7•U•Bnx f35S,W'rSnw,NC 7.83Jt1 ,•� . -. (910)293-N34

Designed gy:--mw-
�;Fower: o 1Tf
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12M8108
fln Sheet 2 of 7
ACTUAL DESIGN VOLUME CAL-C.QLATIONS
BASE VOLUME: [ Gu, Ft,
LAGOON STAGE-AREA VOLUMES
Contour
!Elevation- FT. Area 9 1 ncr, Vol. (Cu, Cumul. Vol. (Cu. FT)
91.00 52,791 0
92.00 55,625 54,208 54,208
93,00 58,528 57,077 111,285
94,00 61,500 60,014 171,299
95.00 64,541 63,021 234,319
96.00 67,652 66,097 300,416
97.00 70,831 69,242 369.657
98.00 74,079 72,455 442,112
99.00 77,397 75,738 517,850
100.00 80,783 79,090 596,940
101,00 84,239 82,511 679,451
1()2.00 87.763 86,001 765,452
These volumes were GaIGLI1,9ted using the vertical average end area method,
FOTAL REED VOL 651.607 CF CUMULATIVE VOL. ZONE VOL. 104.27%
END-PUMP 98.10 FT 449,686 CF TR'MF 449,686 102,56%
START PUMP '100.33 FT 624,169 CF TEMP '174,483 110.24%
MAX STORAGE = 101.00 FT 679,451 GF STORM 55,282 100.78%
P.O.lkv 056,Wurviov,NC POO [phone]

Grower: Corbett fl1 Designed By: KBW
Address: PO DOX 856 Checked By: DSE
Warsaw, NC,28398 Data; 112M8108
Coun(y-' Ouplin Sheet I of 7
MINIMUM REQUIRED VOLUME CALCULATIPNS
Purma iont Storage.
Required Treatment Volume:
Capacity ALW (cu. t, = T:Oa
Nursory 30 1.00 0
Wean to Flnirh--- 0 115 1.00 0
Finishing 3,248 136 1.00 ^ 438,480
Farrow to wean'lil—ng 0 4.33 TO 0 — 0
--
Farrow to foodar 0 TOO 0
Farrow to flillsh 0 1,417 1.00 0
113oars 0 400_1__ 0
_
Total Required Treatment Volume(cu.ft.)= 438,480
Sludge Sloi,age Volume:—
Ar—IF VII—ITYP Capacity
Nurser, 0 30 0.60 0
Wean to 0 115
LnLs!±i9-- 135 0,00
Farrow to wennlirl( 0 433 0,00 0
Farrow to feeder ---0 522 0,00 01
Farrow to(Inisl 0 1.41
-----------
Boors 0 400 0
Total Required Sludge Storage Volurne(cti-ft.)=
Temi)orary storage Voluma;
Manure Produc(lon:
Total
Nuruary 0 180 0.30 0
Wean'i-o"Finish'-'-' 0 180 1.17 0
1.37 000,957
Finishing
0 1--arrow to vveanliQt)., 0 180 4.39
Farrow to feeder 0 180 5.30
Farrow to finish 0 1 14.38
Bows
Total Manure Productioti(gals.)= a00,957
Total Manure Production(cUA-)= 107,080
ft(;ess Fresh Water:
Nursery 0 180 0.00 0
Wean to Finish 0 180 0.00 0
i's*I-i i 3.248 180 0.00 0
Farrow to weanflu 0 180 0-00
Farrow to feeder 0 180 0
--- --------
Farrow In
ish
18o
0
Boars In i .-.-
0.00
------------
Total Fresh Water Excess(gals.)= 0
Total Fresh Water Excess(cu.ft.)=
IvIurphy-13n.11C F*nflineenng P.0. 6 0 X 8 5 8, �4 I—re"?w G FQ�
row )_8 (010) 2,93-3434

~Gruwt:r.— Correll#1 r �—� Designed By: KBW
} Address: PO Box 856 Chocked By: DSE
Warsaw,NC 28398 Date: 12118/08
County, Dublin Shoot-4 of
Temporary S ora(q Volume:(Gant.)
Rainfall In Excoss of Evaporation:
Vol.=(Lagoon Surface Area +Additional Drainage Area) Rainfall 112in.Ift
Vol.- (87763 sq.ft. + 0 sq.ft.) ' 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap,(cu.ft.)= 51,195
Storm Storage:
Vol.=(Lagoon Surf.Area +AddfI Drainage Are:a)'25Yr,/241lr.Storm(In)112in.1ft.
Vol,= (87 763 sq.ft + 0 sq.ft.) ' 7.5 in. 112 in./ft.
Total Rvgj irecl Volume for 25Yr.124Hr,Storm Event(cu.ft)= 54,062
"Heavy Rain"Storage:
Vol.=(Lagoon `surf,Area +Addl't Drainage Area)'°i•lr:avy Rain" Factor(in)I l2in./€L
Vol,-- (87763 sq.ft + 0 sq.ft.) ' 7.5 in_ 112 inJfi.
Total Regvired Volume for"Heavy Rain"(cu.ft.)= 0
(for Extended Periods of Ghronic Rainfall)
Additional tAfaler SloragP:
No Addilional Water Storage is Required
fl 0
Tota! Roq((Irod Storm Storage
(25Yr.1241-Ir. Sl(r(m+'Heavy Rain')= 54,852 (CU.FT)
Total Requirod Temporary Storage
(foanurrr Prod. + Excoss Fr.Water + Rainfall E xcess r Additionat Wator Storage)= 158,275 (GUT)
Total Required Permanent Storage
(Treatmarit+Shidge)= 438,480 (CU.FT)
TOTAL REQUIRED VOLUME 651607(CU.FT.)
1lurl?!ry-13rnr,wr. 1.1.�:1=ntline:erinq - Box 856, Warsaw NC 203t1Ii (9)0) 7.93.3434
is

Grower: Corbett#1 Designed By: KI3W
Address: PO box 856 Checked By: DSE
Warsaw,NC 28308 Date'. 12118108
GountE— Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation - - - 102.00 FT.
Emergency Spillway Crest Elevation -- - Not Al Applicable
Top of 25Yr./2411r• Storm Storage - 101.00 FT.
Top of"Heavy Bain"Storage ----------------- - Not Applicable
Start Pump Elevation .........-._,--....... 100.33 FT,
End Pump Elevation ------------- - 98.10 FT.
Top of Sludge Storage .............•------- Not Applicable
Seasonal High Watortable Elev, -..--------...._____v 93.00 FT.
Finished Bottom Elevation --------•--- - 91.00 FT.
Inside Top Length .............. Not Applicable
Inside Top Width -------•---•------- Not Applicable
Side Slopes 31 I-1:V
lagoon Surface Area ----...-.-_._.. 67,7al SF
Min.Liner Thickness(If required) ----------------- 1.6 FT.
Freoboard Depth 1.00 FT.
Temporary Storage Period ........... . 180 Days
TOTAL DESIGN VOLUME W 679451 (CU.FT.)
zona Depths:
Treralment 1 Sludge Storage Zone Depth 7.1 FT.
Temporary Storage Zono Depth - -- 2.2 FT.
I rctehu aril/ ,tt�rr�t Sfrrr�l�e lima llrrt�lh --._..__..__ 1.% 1•I'.
Total Lagoon Depth 11.0 FT.
i
Mcjrphy-f3rown, LLC Engineering P.O. L ox 85 0, Warsaw NG P8398 [phone]
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6(ower: Corbel(#i Designed By, KBIN
Address: ISO Box 8,10 Checked By: DSE
Warsaw, NO 28398 Date: 12/18/08
County: Mpfin Sheet 7 of 7
This livestock wastra treatment lagoon Is designed in accordance with the United Stales
Natural f r)sources Con,mation Service PRACTICE STANDARD 359-WASTE TREATMENT
LAGOON,revised prior to.lane, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
%fait r r l rr,r�
CA,'()
NOTE: See attached Wasto Utilization Plan
'SEAL `
f12:353S++s =
DESIGNED: _9.rtL��1�',r�y. ',� ••'�'�`Gltd�� ''�, �•
f
C( MME'NTS: The:lagoon has been designed is sri irregular shape_____�LL _
This cfosic?n is update of_;tart and siop_pump!kevations and to,show the 112
treatment volurne level for sludge storage.;Phis design does not supercede the
nridina)l corlifiention of tho farm.
PdurnJty-Brown, LLC Enginouring 1".0. Box 856. Warsaw NC 28398 (9fQ) 293,3434
r

VIP
1 to
y: KBVV
Address: PO Box 759 Chocked By: DSE
Rose Hill, NC 28458 Date: 03102/09
County; L)uplin —_._. ._.Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Populp qrr
Nursery: 0
Wean to Finish; ------ 0
Finishing: 1,180 Hd.
Farrow to weantIng: 0
Farrow to fooder: 0
Farrow to finish: 0
Boars: 0
Storage Period: 160 Days
25 Yr.124 I-Ir Storm Event 't"i In,
"Heavy Rain"Factor 7�0 In.
Rainfall in Excess of Evaporation ------
Additional Water Usage: 0
Additional Drainage Area, 0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape'? (YIN)-------------
Does Operator Want Emergency Spillway'? (YIN)--—--------
Was This Design Built Prior to Sept. 11996? (YIN)------------
Is Draln Tile[Joq'd to Lower SHWT? (YIN)------------
Seasonat High Water-rable Elav:
Freeboard:
Friergency Spillway Flow Depth:
Side Slopes:
Top of Dike Elevation: Depth -ow !0 pl.
Finished Bottom Elevation: 1301TOM F 12.70 Ft. ;zq-.o0 Ft.
Start Pump Lievation, 20.22 In. Ft.
Stop Pump Elevation: 20.4 In 97-,!0 Ft.
LAGOON VC)ltq M E. F2EQUlRED VOL, PE§!GN VOLUIVIFS % REQ'D.
Storm 9tor 17725 (Cuff,) 18,203 (CuXt,) 102.70%
temporary 82039 (CuXt.) 399 (C U.rt.) 0.64%
Permanent IB6300 (Cu,Ft,) 186,439 (Cii-Ft.)
...................
Total Volume= 26 (66.Ft.- 205,040 (Cu.Ft.) 77.06%
Uli-f ...........
Treatment Volunio 93,150 (Cu.Ft)
112 Treatment VQIUITIo Elevation = 93.14 rt. 66.71 In.
90 Temporary Slor-jigo Volume Elevation NIA Ft. NIA In,
Min,Retlulfed Liner Thickness 19 Ft.
Lagoon Surface Area:(Ins!&TOD) 28,360 S.fi
This lagoon provides treatment and storm storage for 1 112 buildings.
See Lagoon B for remainder of treatment and ternDhary storage,
1'().ijcjx m6,Worsuw,NC 20391) (010)293.3,134

Grower: Corbett #2 Lagoon T_(Peh[nd F3lTIgsF_-__b_a_s-ign&i_YY__*_ Rmv-
Address: PO Box 759 Checked By: USE
Rose Hill, NO 28458 Date, 03/02109
County: Duplin --Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: Cu. Ft.
LAGOON STAGE-AREA VOLUMES
Contour
Elovallon (FT.) Area SF Incr, Vol, (Cu. F-11 Gumul. Vol,._CQgjD
88.00 6,200 0
89.00 17,344 11,772 11,772
90.00 18,442 17,893 29,665
91.00 '19,568 19,005 48,670
92.00 20,722 20,145 68,815
93.00 21,905 21,314 90,129
94.00 23,098 22,502 112,630
95.00 24,128 23,613 136,243
96-00 25,094 24,611 160,854
97.00 26,076 25,585 186,439
98,00 27,071 26,574 213,013
98,70 28,360 19,401 232,413
's. l •
These, volumes were calculated LlSiIIq the vertical average end area method.
'5­­_ CUMULATIVE I . VOL. ZONE VOL. 77.06%
TOTAL REQD VOL 266,064 F
Pumpr: 186,439 100.07%
97.00 '186,439 OF TR'MT
START PUMP = = 97.02 FT 186,838 CF TEMP 399 0.64%
MAX STORAGE = 97.70 FT 205,0110 CF STORM, 18,203 102,70%1
856,Alar.."Aw.110 58398

Grower: Corbett 112 Lagoon A(Behind Bld9s) Designed By- KBW
Addrem PO Box 759 Chocked By: DSE
Rose Hill,NC 28458 Date: 03/02109
County', 5h0 o13of 7
MINIMUM REQ JIRED VOLUME CALCULATIONS
Permanent Staraga:
Required Treatment Volumw .......
- ---------
Nursery
Wean to Firtish' 0 1.00 0
............ ...........
Finashinct 1.380 135 1,00
Farrow to we'a*n,ii'n'tj 0 433 1.00
T'..;_rr`o"w_v1o_Tr',-odor 0 622 11.00
Farrow to finish 0 1,417 i.Ub —-----
Boars 0 400 i.U0 0
i-
Total Requln;c3_Treatment Volume(ctj.M)= 180,300
Sludge storap Volurne.
-.M -------------
p
ITv o cu,iUib
'0.0
Nur tie
- ry...- . .......
Wean to Finish 0 115 0.00 0
Finishing 135 0.U0 0
Farrow to woofilincl 0 '13" 0.00
I..........
Farrow to loader 0 522 0.00 0
Farrow to finish 0
0" 400 0.000
Total Roquired Sludge Storage Volinno(cu. ft.)-: 0
Pent jt Sloj:a.gL y __qp.V0_1onw
Winkire Production:
Animal" _''"Fy_po
Mirnow 60 0,36 0
Wp,1r, to Finish U 180 1.V/ 1)
00
1r.shing -I 8o 1.37 340'3
Parrow to weanling 0 180 0
Farrow to feeder 0 180 5.30 0
Farrow to finish 0 18U 14.380
oa s 0 180 4.{)G0
-
Total Manure Production 340,308
Total Manure: Production(OLLft.)= 45,496
Excess r-resh Miter; .......
ElmLLype Cap cit 0. orl ( l . ay = oat
_I1Y_L
.. ...............
NU(snry 180 0.00 0
-----------------
Wpan to Finish 0 180 0.00 0
...........
14 r��i��in 1,380 180 0.00 0
Farrow to Weanling 0 18U D,00 0
-Farrow to feeder
Farrow to finish Ct iriU O.Of) 0
l3oars
Total Fresh Water Excess (gals.)=
Total Fresh Water Expes5 ((;u-ft.)u 0
Mlorphy-13rown,'1'Td­ffrcTJ7nJ6iFrjTT_ P.O. Box 856, Wofsnivi (9 10) 293-3434

Grower. Corbett 112 Lagoon A(Behind B[6gs) I)psigned By: KBW
a. "s.
Address: PO Box 759 Checked By: DSE
Rose Hill, N078458 Date: 03102109
Countv: Duplin Sheol 4 of 7
-----------
TernporpT�VAtqArqe Volume: f pnu
Rainfall in Excess of Evaporation:
Vol,=(Lagoon Surface Area +Additional Drainage Area)' Rainfill V12hift
Vol,= (28360 sq.ft, + 0 sq.ft.) * 7 in. 112 irOft.
Total Required Volume for Rainfall in Excess of Evap.(cu,ft-)= 16,543
storl-TI Storage:
Voi,z-(Lagorjn Surf.Area +AddO Drainage Area)' 25YOZel I Ir. Storrn(ill)/ 12in./ft.
Vol._ (28360 sq.ft + 0 sq.ft.) * 7.5 in. h2 in.111.
Total Required Volume for 25YO2411r.Storm Event(GLLft)= 117,726
"Heavy Rnin" Storucle:
Vol,-(Lagoon Surf,Area +Addl't Drainage Area)'"Heavy Rain" Factor(1n)I 12in.11t.
Vol.- (28360,;tl.ft + 0 gq.ft.) ' 0.0 in, 112 in./ft.
Total Required Volume for"Heavy Rain" (ru.ft.)= 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is li9quired
Total Raquired Storm Storage
(25Yr./2.41-Ir. Storm -1 '1 ievivy Rain'), 17J25 (CU,FT)
Total Required Temporary Storago
CU.-Ini.uI Plod. i Fmt--s; Fl. Rid,11:111 f---.Xms + Arldifion:)t V%halm 62,039 (C[J.FT)
Total Required Pormuncint Storage
i ru;i(rnent Sfud,'Jo) (CU.171
TOTAL REQUIRED VOLUME:7 266064(OU.FT.)
LLU F'ngineerilio P U. rn x-8t;r% Warsaw NC 28398 (910) 29,'-3434

Grower: Corhett#2 Lagoon A(Behind 131cigs) Dosigned By: KSW
i
Address: PO Box 759 Checked By: USE
` Rose Hill, NC 28458 Date: 03M2I09
County: Duplin 'Shoot 5 ut 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation 98.70 FT,
Emergency Spillway Crest Elevation Not Al Appticable
Top of 25Yr./2A1-ir. Storm Storage 07.70 F•r.
Top of"Fleavy Pain" Sturago Not Applicable
Start PUTT) Elevation 97.02 FT.
End Pump Elevation --------------- 97.00 FT.
Top of Sludge Storage — Not Applicable
Sonsonal High Waata3rtable Elev, - 0.00
Finished Bottom Wevotion ---- 86.00 F'I.
Inside Top Len;ili Not Applicable
Inside Top Width Not Applicable
Side slopes 3:1 H:V
Lagoon Surface Area 28.360 SF
Min.1-itter'l-Iricknoss(if required) r 1.9 FT.
Frc2hoard Depth 1.00 FT.
I mriporary Slorago Poriod 180 Days
TOTAL DESIGN VC)l_t)ME = 205040(CIJ.FT.)
1_onr Urf�tE��_
Troatmunt i>lu l;Je Storago lone 0q)tii I i
-fc:rn:w!.ir'y`to'.irp Zonn Dop1h
Frc-:raro,wd r Stoi m E lomgt'I(;nc:Dopd)
Total Lagoon Depth 12.7 F'l
1141r,plty-$rowri, LLC Lngineeriruj 1'.o. 11m£flifi, wai-xarw IVl.:7.£I:19ti�� �� (t)10) ?!�:31434

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rower; Corbett 42 Lagoon A(Behind Didgs) _ Dosigned By: �KBW
t Address: F-10 Box 759 Checked fay: DSE
nose Hill. NC 28458 Dale: 03/02/09
County. Duplin Short 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United Slates
Natural Rrsourres Conservation Service YRAC_TICF STANDARD 350-WASTE TREATMENT
LAGOON, revised prior to,tune, 1990.
E..mergenry Spillway:
An Eirnorqoncy Spillway is not required.
fdU f'L' `�cr ^.ilt%Ita'�s1d'•:1(�3Si('. il�itiz,-rlion Ilan
r
{:UhlfvfF:Pl'iS: the ,:ulat;rr 1ia;;bee-—i dresigneel ns an inerl;.hr sh,[pe.
Tili ' , f f I' evalfons and to!phi,'Yj ttic: I Q
1 rns t.r.a_in t.>update of:�,irart ,and slop >ur3i: rl...------..._.__.._...__._..._---------------
ireatntc:nt vokrrrre I@vol for skid.(2 storage.This Cl( gn does not supercedC lllf;
original certification of tht;farm.
anci�ka.�t s:ku+u)c v1�lc�E Cal�tif rfsLr1rL4;21
t;iarir3i{tt�u cfl�}arctlrss c�kktte-sl�r..r;.
Murphy-Brown, LLC:F..irgi,eruioq P.O. f3ox 856, Wcrrsaaw NC:28396 [phone]

G-ro�-v3r: erbc:iF B Designed Ry: Rn
Addirmss: PO Box 759 Checked By: DSO 03/10/09
Rose Hill, NC 28458 Date:
Shoot 1 of 7
ANAEROBIC WASTE LAGOON -DESIGN
FARM INFORMATION
Farm Populat O.n:.
Ntimery: 0
Wean to Finish: 0
Finishing: 460 1 id.
Farrow to womiling: 0
Farfow to feeder: 0
Farrow to finish: 0
Boars: ....... 0
Storage Period: --------------------- 82 Days
25 Yr.124 I-Ir Storm Event 7.5 In.
"Heavy Rain" Factor
Rainfall in Excess of Fvaf)oratiorl ..... 7.0 In.
Additional Water Usage; 0
Additimial Drainage Area: --- 28359 S-F.
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (YIN)------------- y
Does Operator Want Emergency Spillway? ffl--'0UIRF-DI!11lH N
Was This Design Built Prior to Sept. 1996? (YIN)----------— Y
Is Drain Tile Req'd to Low(-.,r SHWT? (Y/N)
Seasonal High Water Table Elev: 0,00
Freeboard: ............ ...... 1.0 1-1.
Emergency Spillway Flow Depth:
Side Slopes: .51 (H:V)
Top of Dike Elevation: Depth 08.70 Ft.
Fiolshod Bottom Elevation: 810 1 T0110 F. 10.70 Ft. 88.00 Ft.
Start Purnp Elevation: 20.28 In. 97.01 Ft.
S101)PLIMP EleValbrl: 57.6 In. ()3.90 Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % REQ'D,
Storm Stor= 14567 (CuXt.) 14,576 (Cu.rt.) 100,113%
Toraporary= 57764 (Ckj.Ft.) 57,795 (Gu.FQ 100.05%
Permanent 62100 (Cu.Ft.} 62,180 (Cu,Ft.) 100.13%
. ............
o a 134,420 (Cu.Ft.) 134,551 ((1hj,Ft,) 100,10%.
112 Treatment 31,050 (Cu.Ft.)
112 Treatment Volume Elevation= 91.81 Ft. 82.72 In.
90 Temporary Storage Volurno Elevation= N/A Ft. IqJA In.
Min. Required Liner Thickness —---------------- 1.6 Ft.
Lagoon Surface Area:(It1slde'I'OD) 23,291 S.F.
I his lagoon provides treatment and storm storago for 1/2 building
and temporary storage for 2buildings.
h4urphy-Mown.ILC Enghlooling P.O. 13OX 850',411a1SuV,PIC 28398 (-Q-10)203-34.34

rows�r: Corbett agL oori esigno yam.
Address: PO Box 759 Checked By: DSE
' Rose Hill, NC 28458 Date: 03/10/09
County: Duplin Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: Cu. Ft.
LAGOON STAGE-AREA VOLUMES
Contour
E_k-wation (FT.) Area S1= Incr. Vol. (Cu• FT) CLuMul. Vol. Cu. FT
90,00 10,720 9,340
91.00 12,127 11,424 20,764
92.00 13,572 12,850 33,613
93.00 15,064 14,318 47,931
94.00 16,601 15,833 63,764
95.00 18,099 17,360 81,114
96.00 10,337 18,718 99,832
97.00 20,528 19,933 119,764
98,00 21,720 21,124 140,888
98.70 2.3,291 15,754 156,642
These volumes were calculated usingthe vertical average end area n1ethocl.
TOTAL RE-QD VOL '134,420 CF CUMULATIVE VOL. 70Ni� VOL. 100.10°f°
END PUMP w = _ 93.90 FT 62„180 CIF TR'MT 62,180 100.13%
START PUMP 97.01 FT 119,975 C:F TEMP 57,795 100.05%
MAX STORAGE = 97,70 FT -134,551 CF STORM '14,576 -100,13%
Murphy-Brawn,1-w Engin°Orinq P,Q.Box 856,Wnrsow,NG 26398 (910)2w-3434

G rowor: Corbett#2 Lagoon B Dusigned By: KBW
Address: PO Box 759 Checked By'. DSE
Rost,,Hill, NC 28468 Date: 03/10109
County: Duplin Sheet 3 of-7,r—
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Sio(age:
Required Treatment Volume:
n n mal'17vp—e
Nurse 30
0
Woon to FInish n
rFinishing 450 135 62JOO
vez— 433-.-- 1,00
-�v— 0
to cani
0 522 1.00
Farrow to finish
Boars 0
-�O k- 0
Total Required Treatment Volume (cu.ft.)= 62,100
Sludge Storage Volume:
=—n—ir-n—a I—vpo
Nursery 0 30
Wean to -6.0-0 0
0.00
Finishing 0 135 -6.0
Farrow to weanlinq 0 4133 0.00 0
0 522 0. 0 1
Ta—rt to rj�(ff�7 ----
---to"fi-n-1-s-17 G
Farrow ...... 400 666(57
Boars I
- ge VOILJIII 0
0(cu.fij=
Total Roquired Sludge Stola
Temporary Storage VOILIMC:
Manure Production:
d 06y, Total
K=a Cype
0
Nursery 0 62 0-3 a
..........
Wean to-Finish.. 0 82 1.17 0
1840 82 1.37 206-706
Farrow to weanlino 0 82 4.39
Farrow to Feeder 0 62 5,30 0
...........
0
82 .4.()13j. 0
0
Total manure Production(gals.)= 206,7116
Total Manure Production (GU.ft.)= 27,634
Excos%Fresh Water'
OCB-32.a:
bla y
nims Noe Caosel Y
82 0.00 0
Wean to Finish
Finishing 0 82 0,00 0
Farrow to weanling 0 82 0,00 0
arrow to feeder 0 82 0,00
82 000 0
farrow to finish 0
82 0.00
'Eim
Total Fret;[)Water Excess(gals.)- 0
Yi
Total Fresh Water Excess(cu.".)=!
(9 1 0) 291�3-1434
13OXT3 i-d:-Wats�rty

Grower: Corbett 112 Lag.oon B Designed By: KBW
Address, PO Box 759 Clinked By: DSE
Rose Hill,NC 28458 Date: 03110109
Countv: Duplin Sheet.4-of 7
.............. ...........
Temporary Storage Volume: (Cunt.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area +Additional Drainage Area) Rainfall/12-1n./ft
Vol.= (23291 sq.ft, + 28369 sq.ft.) ' 7 in. /12 In./ft.
Total Required Volume for Rainfall in Exross of Evap, (au.(Q-- 30,129
Storm Storage:
Vol.=(Lagoon Surf,Area+Addt'! [Drainage Area)*25Yr./24Hr. StUrrTI(in)I 112in./ft.
Vol.= (23291 sq.ft + 0 sq.(Q * 7,5 In. 112 1 n./ft.
Total Required Volume for 25Yr.1241-11r.Storm Event(cu.ft)= 14,557
"I leavy Rain"Storago:
Vol.-(I-agoon SLUE Area -1 Addt'i Drainage Area)*"Heavy Rain" Factor(in) 121n./fl.
Vol.= (23291 sq,ft + 28359 s(I.IL) * 0.0 in. 112 1 ndft.
Total Required VOlUrne for"Heavy Rain"(cu,ft.)= 0
(for Extended Periods of Chronic Rainfall)
Additional Wator Storage:
No Additional Water Sior-age is Required
0 0
Total Required Storm Storage
(25Yr. I 2414r Storni t 'Heavy Rair')= 14,557 (CU.Fr)
Total Required Temporary Storage
(Manure Prod. + Excess Fr,Wa:or 4 Rainfall Excess+Additional Water Slorago) 57,764 (CU,F'I-)
Total Roquired Permanent Storage
(Troatmont+Sludge)= 62,100 (CU.Fr)
TOTAL REQUIRED VOLUME= 134420(CU.FT.)
LLG Engint"("J'ing p.(). 13ox 856, Warsaw NC 28398 (10) 293-3434

Chocked By: uvc
Sheet 5 of 7
County: DUPlin
LAGOON DESIGN SUMMARY
Top of"Heavy Rain"Storage
!
Not ApplicableE"nd.Pump Elevation q3.90 FT.
Top of Sludge Storage Not Applicable
Inside Top Length Inside Top Width -------- Not Applicahlo
Min. Liner Thickness(if' _`—_'
Freeboard Depth 1.00 FT.
TOTAL UV-,SlGN VOLUME
} ' 343 iyCUFT >
Temporary Storage Zone Depth .. ..... 3.1 FT.
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Grower: Corbell.112 t.agoon R Designod By: Kew
Address: 110 Box 751) Cher-ked By: DSE
Rose Hill,NC 28458 Date: 03/10/09
County-. Duplin Sheet 7 of 7-
This livestock waste treatment laguon Is designed in accordance with the United States
Natural Resources Commi-vation Service PRACTICE STANDARD 359-WASTE TREATMENT
LAGOON,revised prior to AM% 1996.
F.morgonry Spillway:
An Emergency Spillway is rCqLlirod due to design guidelines.
'0"
NG"I'L-': Sno Wasle Ulilizaltan I'llan
DESIGNED
DATE,
COMMENIS: 'I'll(I 1,igo()j)has boon designed as an irregular shapa.
This design is update of start and Stop pump elevations and to show the 112
................
treatment volume level for-Judge storage. This design does not supercede Ihe
..............
orlqlii;)[certification of the farm.
c ndition
Murphy-Brown, LLC Enginoodqq P.O.Box 356, Warsaw NC 28398 (910)293-34 4

-rower: c,nrx;tt 11,11_agoon . esionec y: �
'.. Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 03/10/09
County: D-u-eLn_ Shce 1 at 7 --
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Far►n�'opulatiora_
Nursery' --------------- 0
Wean to Finish: ...................... 0
Finishing: ---- ............._-- 880 Hd.
Farrow to weanling: - - 0
Farrow fo feeder •--------- ........ 0
Farrow to finish: ----------- 0
Boars: _--•-------- 0
Storagu Period: - - 180 Days
25 Yr•124 I-Ir Storm Evonl ------- 7.5 In.
"I Leavy Rain"Factor
Rainfall in Excess of Evaporation • 0.0
Additional Water Usage: - - 0
Additionc3l Drainage Area: 0
LAGOON INFORMATION
Is I-a000n Designed as an Irregular Shape?
Doos Operator Want Emergency Spillway? (1'?N)-----------• N
Was This Design Built Prior to Supt. 1996? -------- Y
Is Dra)n Tile Req'd to Lower SHWT7 N
Seasonal High Water Table Elev: 0.00
Freeboard: --------- 1.0 Ft.
Emergency Spillway Flow Depth:
Side Slopes: 1.85 :1 (H:V)
Top of Dike Elevation: ... .... ... Depth 96.54 Ft,
finished Bottom Elevation: 11,54 Ft. 85.00 Ft.
Start Pump Elevation: __._........ 20.76 In. 94.81 Ft,
Stop Pump Elevation: - 20.76 In. 94.81 Ft.
LAGOON VOLUME REQUIR15-13 VOL. DESIGN VC)i_UMES °/u_RFC2'd,
Storm Stor= 12240 (Cu.Ft,) 12,299 (Cu.Ft.) 100,48%
Temporary= 0 (Cu.Ft.) 0 (Cu.Ft.)
Permanent= 118800 (Cu.Ft.) 119,051 (CLI.Ft.) -- - 100.21%
---- - - --- - ---•.. - - —..._.. —._..._._ _... ..... —._
Tai
'if Volume= 131,040 (Cu.Ft,) 131,349 (Cu.Ft.) 100.2410o
112 Trr abnent Volwnr.= 59,400 (Cu.Ft.)
1/2 Treatment Volume Elevation = 89.65 Ft. 82.69 In.
90 Temporary Storage Volume Elevation= N/A Ft. NIA In.
Min, Required Liner f hic:kness ....... 1.7 S.
F.
Lagoon Surface Area:(Inside-I'OD) __-_---,._--------
19,5$�l
This lagoon provides treatment and storm sl.orage for 1 building.
Corbett 3-4 Second Stage Lagoon has remainder of temorary storage.
hmurph),43(ovwn,r.l-C 6-nyinenring P-O,Fox 8.56,War'serv,NC 7.r13J6 ( 1

Grower: Corbett 9 ayoon - Designed
Address: PO Box 759 Checked By: DSE
Rose 11111, NC 28468 Date: 03/10/09
County:�Duplin _ Sheet 2 of 7 -- --
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: _ o Cu. Ft.
LAGOON STAGE-AREA VOLUMES
._..._.'__� Contour N......_.,_.
Qevatlon (FT.) Area SF Incr. Vol. (Cu. FTC C;uiijul. Vol_ (Cu. FT)
85.00 616 12,750
86.00 3,635 2,126 14,876
87.00 7,059 5,347 20,223
88.00 9,889 8,474 28,697
89.00 10,913 10,401 39,098
90.00 11,847 11,380 50,478
91.00 12,830 12,339 62,816
92.00 13,841 13,336 76,152
93.00 14,887 14,364 90,516
94,00 15,854 15,371 105,886
95.00 16,651 16,253 122.139
96.00 17,463 17,057 139,196
96.54- 19,584 10,003 149,198
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 131,040� CF CUMULATIVE VOL. ZONE VOL. 100,24%
END BUMP = = = = 94.81 FT 119,061 CF TRWT 119,051 100.21%
START PUMP = = 94.81 FT 119,051 CF TEMP 0
MAX STORAGE = 95.54 FT 13.1,349 OF STORM 12,299 100.48%
44urphy-81own.1.1-C Enginming P.O.BOX 856.Warwm,,!VC 28390 [phone]

Groover: Corbett#3 Lagoon A Designed By: I<RW
Address: PO Box 759 Checked By: DSE
# Rose Hill,NC 28458 Date: 03110109
County: Duplin Sheet 4 of 7
Temporary Storage Volume:I("Ont.)
Rainfall in Excess of Evaporallow
Vol,=(Lagoon Surface Area+Additional Drainage Area)' Rainfall/12in.1ft
Vol. (19584 sq.ft. + 0 sq.ft,) " 0 in. 112 in.1ft.
Total Required Volume for Rainfall in Excess of I=vap. (cu,ff.)= 0
Storm Storage:
Vol.=(I_acdoon Surf.Area +.Addt'l Drainage Area)'25Yr,/241-1r.Storrn(in)1121n./ft.
Vol,= (49584 sq.ft + 0 sq.ft.) ` 7,5 in, /12 in./IL
Total Required Volume for 25Yr./24Hr.Storm Event(cu.ft)= 12,240
"Heavy Rain"Storage:
Vol.=(Lagoon Surf.Area+Addt'I Drainage Area)'"Heavy Rain"Factor(in)!12in./fl_
Vol.= (19584 sq.fl + O sq.ft.) ' 0.0 in. /12 in./ft.
Total Required Volume for"Heavy Rain"(cu.fl.)= 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0
0
Total Required£dorm Storarle
;25Yr./?4[Ir.Slum)•1-'H('avy heal Y)= '12,240 (CU.FT)
Total Required Temporary Storage
j0nnure Prod, a• Fxc oss Fr.W Whir -i f'trjinfail Fxress r Additional W010r Storm/r)- 0 (CU.FT)
Total Required Permanent Storage
(Treatment+Sludge)= 118,800 (CU.FT)
TOTAL_REQUIRED VOLUME=131040 (CU.FT,)
Murpl?yt3rown. LLC+`nrlirtcorirlc,7 P.O. rJox orb, WarsaW NG 213 [phone]

ncked OSE
Acidress: PO Box 7,59
LAGOON DESIGN SUMMARY
�
'
Top~Dike Elevation_ .
54 FT.
` ApplicablerOp OfSlUdge Storage Not Applicable
Finished Bottom Elevation 85.00 FT.
Inside Top Uff Igth Not Applicable
inside Top Width Not Applicable
Side Slopes 2-.1 H;V
Lagoon Surface Area 19,684 SF
Min.Liner Thickness(if required) . . FT.
�
. r_-----_— 1.00 JT.
.
Temporary Storage Period '"" Days |
/ 131349(:UFT) '
'
I emporary Storage Zone Depth 0.0 FT.
Freeboard/Storm Storage Zone Depth 1.7 FT.
/
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Grower: Cortrelt 93 l-agoan A [Ch cy: KSW
'• Address: PO Box 759 Chackelced B fay: DSE
' Rose Hill. NC 28458 Date; 03110/09
County: Duplin Shoet 7 of 7
this livestock Wasto treatment lagoon is designed in accordance with the Unitod Stalos
Natural Resources Conservation Service PRACTICE STANDARD 359-WASTE TREATMENT
LAGOON,revised prior to Juno,1996.
Emergency Spillway;
An Emergoncy Spillway is not required.
I,Illl llii}!!/!!r
NOlf See atlachm]wasto Utilization Plan
DSf(3Nl:D:
COI!4Ml:N"1"S: i"ta;lagoon has[rem designed 3s an irregular shape.
I his dosipll is uptlr;k: of start and stop I)Urup eievations:and to shova the 112
treatment volume Icvel for sludge storage. -Flak design does not supercede the
orictinal certification of OM farm.
Murphy Farms As-Built 6126196
Murphy-Brown, LLC Eng(noofing P.O. Box 65d, Warsaw NC 283,9ff (91 U)?_83-343A
k

Growe,r Corb Lagoon Oj r5esigne-d Ry: KBW
Checked By: DSE
Address: PO Box 759 C
Rose Hill, NG 28458 Date: 03110/09
-COUntyi. Duplin Sheet 1 of 7--�--
ANSI E LAGOON DESIGN
FARM INFORMATION
FarITI Population_
Nursery: 0
Wean to Finish:
Hilishing. 960 Hd.
Farrow to weatiling: .................... 0
Farrow to 1coder: 0
Farrow to finish: .... .... ......... 0
13ozirs: - 0
Storage Period: 138 Days
25 Yr.124 1 it Slone 7,6 In,
)to(n) Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation ----------------- 0.0
Additional Water Usage: -------------- 0
Additional Drainage Area: -............ 0
LAGOON INFORMATION
I.s IjAgool, Irregular Shape? (YIN) Y
-
Does Operator Wiillt EME311jancY SP:;kvz1Y? (YiN) --------- N
Weis This Design LiWilt PdOt'10 9011A. 148;90? (Y/N)------------ y
Is Draln Till,Rcq'd to Lower SHWT? (YIN) N
Seasonal I ligh Water Table Elev: 0.00
rrcc)!.)oar(.,: - ... .. 1.0 Ft.
Bnorqe(IGY Spillway[-low Depth:
Side,Slopes-. --- 2.35 :1 (H:V)
'Top of Dike Flevation; Depth 96.54 Ft.
Firished Bottom Elevation: 11.54 Ft. 85.00 Ft.
Start PUMP Elevation: 20.76 In. 94.8-1 Ft.
Stop PLIMP FlOWIti011' 22,08 In. 94.70 Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES %REQ'D.
Storm Stor= 18398 (Cu.Ft.) 18,676 (Cu.Ft.)
Tornporary= 0 (Cu.Ft.) 2,726 (Cu.Ft.)
Permanont 129600 (Cu.Ft.) 11337,349 (Cu.Ft.) 129.13%
1417,998 (Cu.Ft.) I-,—(CL t,F t,) 127.54%
.............
V2 Treatment Volume Elevation 91.10 Ft. 65.29 In.
NIA Ft. N/A In.
Volume 64,800 (Cu.Ft.)
ii�Troatm�,n 0 me =
90 Temporary Sto,,,jgc Volume Elevation -------
................
Min.Roquired Liner Thickness 1.7 Ft.
Lagoon SUJ-face Area: (Inside TOD) .................... 29.436 S.F
This lagoon provides treatment and storm storage for I building.
Corbett 3-4 Second j
Stage Lagoon has remainder of ternorary storago.
bFurphy-Brown.I t.0 1-1 fill g 0.jj;jX allaij,Warsa-,Y.NC 28SOB [phone]

rower: or ett__ -3 Fagoon B -Desigilea gy:
Address: PO Box 759 Checked By: DSE
Rose HIII, NC 28458 Date: 031101091
County Dublin Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCUI-ATIONS
BASE VOLUME: Cu. Ft.
LAGOON STAGE-AREA VOLUMES
Contour
Qg!yation ,'FT.) Area (8F) Iner. Vol. ;,ut. FT) Cumul. Vol, (Cu. FT)
85.06 2,895 0
86,00 10,224 6,560 6,560
87.00 12,381 11,303 17,862
88.00 14,476 13,428 31,290
89.00 '16,465 15,470 46,760
90.00 18,176 17,321 64,081
W1.00 19,924 '19,050 83,131
92-00 21.667 20,796 103,926
93.00 23,137 22,402 126,328
94.00 24,209 23,673 150,()01
95.00 25,356 24,783 174,784
96.00 26,375 25,866 200,649
96,54 29,436 15,069 215,718
Theso vc)lumcs were ccilculcated using the vertical avurac e endYat, method.
TOTAL READ VOL 147,998 CF CUMULATIVE VOL. ZONE VOL. 127.54%
END PUMP 94.70 FT 167,349 CF TR'MT 167,349 129,13%
START PUMP 94.81 FT 170,075 CF TEMP 2,726
MAXSTORAGE = 95.54 FT 188,751 CF STORM 18,676 10 1.,n
1.',U.Cox 856,Warsaw,NC 20.1,98 [phone]

Grower: Corbett#3 Lagoon B Designed By: KBW
Address: PO Box 759 Cltr:cked By, DSE
f Rose Hill, NC 28458 Daie: 03110/09
County: Duplin Shoot 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
[Anl{na TYoe ... - _Capacity....... ��N--� f��1`A6}-- -�J6 .,
Nursery 0 30 1.00
Wean to Finish o 115 1'00
-------_..... -...-.._.. — --....__..------- ---------0 129,
F"amour to�,veanlirrgi q 433 1.00
Farrow to feeder 0 522 -- 1.00 —_ D
Farrow to finish 0 1,417 1,00 0
Boars 0 400 1'00 0
Total Required Treatment Volume(Cu,ft,), 129,600
Sludge St(}r4ig(-Volume:
c';ofiacity
y _..._ — `......._.__.._— - 30 Fob
Nurser 0
Wean to Finish _ ---- ------•---- ---- _
' � 115 (1.00 0
Finishino 960 135 0.00 0
farrow to me mlind 0 433 0,00 0
FarroSa fa feeder 0 522 D.00 0
Farrovr to finish U 1;417 0.00 0
f3o<irs 0 400 D.000 0
Total Required SludUp Storage Volume (cu.ft.)= t)
Temporary Storage Volume:
Manure Production:
l ap"3cr(y' Sto.Period;i.lrfay)W total
Nursory .0_..._ 138 0.30 0
Wean to Finish 0 138 117 0
finishing 96U 13H O.UU U
Farrow to weanliny 0 138 __._..........-_`.39_...---.--- 0-
Farrow fo feeder U 138 5.30 D
Farrow to finish D 13f3 14.38 0
Boar's 0 13H 4.06 0
Total Manure Production (gals.)- 0
"Total Manure Production (cu.ft)= U
Excess Fresh Water.
T�apacIty to_t'erlacr 7day):= i_otal..:
Numary 0 138 U.OU 0
Wean to finish U 138 0.00 0
Finislzina 960 138 O.OD 0
-— - _ �_---- --- —--- -— - - -- ----
Farrow to woanling 0 138 0.00 0
Farrow to feeder 0 138 0.00 0
(-'arrow to finish 0 138 U.00 D
Boars _ 0 136
Total Fresh Water Excess(gals.)= _0
Total Fresh Water Excess (cu.ft.)= 0
mmphy-(drown, l.f.0 P.O. Box 856, Worm NC 28398 f910)293-3434

Grower: Corbett#3 Lagoon B Designed By: KHW
Address: PO Box 759 Checked By: USE
f Rose Bill,NC 28458 Date: 03/10109
County: Duiolin Sheet 4 of 7
TemporaryStoraueVolume. fCvnQ
Rainfall in Fxcess of Evaporation:
Vol.=(Lacdoon Surface Area+Additional Drainage Area)`Rainfall/12in.dit
Vol.- (29436 sq.ft. + 0 sq.ft.) ' 0 in. /12 in./ft_
Total Required Volume for Rainfall In Excess of Evap.(Cu.ft.)= 0
Storm Storage:
Vol.-(Lagoon Surf.Area 4•Addi'I Drainage Area)'Mr,/241-1r.Stonr(in)/12in.lft.
Vol.= (29436 sq.ft + 0 sq.ft.) " 7.5In, 112 in./ft.
Total Required Volume for 25Yr.124Hr.Storm Event (cu.ft)= 18,398
"Heavy[lain"Storage:
Vol.=(Legoon Surf.Area+Addt'I Drainage Area)""Heavy Bain"Factor(in)/ 12inJfL
Vol.= (29430 sq.ft r• 0 sq.ft.) ° 0.0 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
r
Tofa)Required Storm Storage
5Yr.1241-Ir. Storm+'lleav Rain 18,398 (CU.FT)
Total Required Temporary Storage
�t n.nc Prod, Lxc:c ss Fr. Hater+Rainfall E.xco>s r Additional Water Slorare) = 0 (CU.F1)
Total Roquired Permanent Storage
(rreaiment { Sludge) = 129,800 (CU.i:T)
TOTAL REQUIRED VOLUME= 147998(CU.FT.)
hA�t�l�hy-l3rov�n. LI.0 Fnghionfing 1'.C) L3ox 1156, fh�arsaw NC 2_i13U13` (f110)2J3••3Q34
}

Grower: Corbett#3 Lagoon B Designed 13y: J<BW
Address: PO Box 759 Checked By: DSE
Rose Hill.NC 28458 Date; 03110109
COUnl.y' OUr)"In Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation 96.54 FT.
Emorpency Spillway Crest Elevation ........ Not At Applicatle
T(m of 25Yr./241-1r,Sloj*rn Slorage 95,54 FT.
1 oo of"Heavy Rain"Slorago Not Applicable
Start Purnp Elevation ---------- 04.81 FT.
End PUMP Elk-V311011 ................... 94.70 FT.Top of Sludge Storage -------- Not Applicable
Seasonal I figh Watertable Elev. 0.00
Finished Bottom Elevation .............I.... 85.00 FT,
Inside Top Length Not Applicable
Inside"Fop Width Not Applicable
Side Slopes 2:1 H:V
Lagoon Surface Area 29,436 SF
Min, Liner ThicXfms(if ro(itilred) ......... 13 FT.
Freeboard 0opth 1.00 FT.
Temporary Storage Period 138 Days
rOTAl_DESIGN VOLUME= 18a751 (CU.FT.)
&;ne Oupth 9.7 FT.
'temporary Storage Zone DOPM ....... . . 0.1 FT,
Freeboard/Storm Storage Zone Depth 1,7 FT.
-Tntal on 11.5 FT.
-----D-a"p-1 1-)-,
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10)29 -3434
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Grower: Corbett ft nod By: KBW3 Lagoon B Designed
Address. PO Box 759 Checked By: DSE
Rosa Hill,NC 26458 Date: MM/09
County: Ouplin Sheet 7 of 7
Tnis livestock wasto treatment lagoon is designed in accordance:with the United States
Natural Resources Conservation Service PRACTICE STANDARD 369-WASTE TREATMENT
LAGOON,mised prior to June, 1996.
['Mergency Spillway:
An Emergency Spillway is not required.
0"
NO I-E: See attached WISIC UtilizE)1[101)PIMI
DA I 1i:
COMMMIJ4 I'S.. The 1r)goon has boon designed as 811 ifl'(!U UUM'S'[WI)P.
this desl(In is updalp of sl4ld and stop pufflp 0ovationq ond to show the 117
treatment violUrre level for slud(c.storage. This design does not SUPOrcede the
.............
original corWication of the form.
Murphy Farms As-Built 5126196
Murphy-Brown, LLC 619incerillf) ^P.O. B DX 856, Warsaw MC 28398 [phone]

&
Y`
. � .
'\ |
/ | Address:- PO -h--'- By: -
Rose Hill, NC 28458 Date: 03110109
Shoot 1 of 7
ANAEROBIC WASTE LAGOON DESIGN �
�
FARM INFORMATIONFarin
Finishing:_Farrow to feeder: 0
Farrow to weanling: 0
i
o �
Boars: 0
"Hoovy Rain"Factor �
Additional Water Us8gv, 0
Additional Drainage Area:
LAGOON INFORMATION
Does Operator Want Emergency Spillway? (YIN)------------ N
� I his So? (Y�| Y �
k / �
/ Is Drai ` `"" .°~. ~Lower~.., . . `...' N
Seasonal
-
0.00 �
�
"""""".": 1.0 F- �
Eoie/zmcv Spillway rlow Depth,
'
Side Slopes: o ./ v,M .
0.0 i
0.0
Top o[Dike Elevation. Depth 04.00 F(.
riiibhndHoMvn Elevation: ' - --- SlN Ft. 05.00 Ft. |
Start puo nElevoioo: -'------ 20.4 In. 92.30 FL. _ |
Stop Pump ElevaUon: ----' 20.4 In. 92'30 Ft. '
T0TA\,V0LUmENOTAD2QU ATE N /
LAGOON VOLUME REQUIRED VOL DESIGN VOLUMES % RE1DL
3to,mSh,r= 38501 (Cu.Ft.) 38.871 (Cu'rL) 100.47Y6 �
�
Tmmpn/ag/ 0 (Cn.R.) O (Cu.pt) /
Penva»o,t� 9D�2% �
�^mui~� 368'331 (Cu.F(.} 384,931 (cuFt.)
�2 ireatment.Vol ''---'-------- ----- ''
1/2Tmnbn*o\Volume EkwzUi*o= 80.90 Ft. 01.22In. �
| 90 Temporary Storage Volume Elevation� NIA Ft. | N/A In.
|
--__-_-___- '
| Min. Roqu|mdUnur (hickv:xs 1.0 Ft. �
` Lag000Sorfaco Area: (Inside 10 -----'---- 58.401 S.F. �
-_------_ ---��_�-���_�-'-' _-�_ ----�
khephrrow.ucommocrino eo[lox mm'oar3v�wnx83o (910)293-343+

Grower: -- ------ Designed By:
�Address:
PO Box 769 Checked By: DSE
Rose Hill, NC 28458 Date, 03/1 W09
County: Sheet 2 of 7
ACT-UAL- DESIGN VOLUME CALCULATIONS
BASE VOLUME: G I.I. F t.
LAGOON STAGE-AREA VOLUMES
Contour
Elevation
Incr. Vol,.(Cu. FT) CUMLIJ, Vo_I (C-u----FT-2
85.00 27,457 18,945
86.00 34,979 31,218 50,163
87.00 39,203 37,091 87,254
88.00 41,482 40,343 127,597
89.00 43,819 42,651 170,247
90.00 46,232 45,026 215,273
91.00 48,609 47,42.1 262,693
92.00 51,092 49,851 312,644
93.00 53,683 52,388 364,931
94.00 58,401 66,042 420,973
These volumes were calculated L[Sirl vertical-average end area method.
I
-- 99-08%
TOTAL REQD VOL 68,331 CF CUMULATIVE VOL. ZONE
END PUMP 92.30 FT 328,260 CF TR'MT 328,260 98.92%
START' PUMP = = 92.30 FT 328,260 CF TEMP 0
MAX STORAGE = 93.00 FT 364,931 CF STORM 36,671 100,47%
P.O.Box 056.Womm NC 28306 f910)293-3434

Growor: Corbett 44 Designed By: KBW
Address: PO Box 759 Checked By: DSE
T Roso Hill,NC 28458 Date: 03/10/09
County: Duplin Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
n ma Type _rapacity cu, t./fb�=iota
Nursery 0 _ 30 _ 1.00 - - 0
Wean to i finish 0 115 1A0 _ 0
Finishing __------ - 2,458 135. --- 1.00 --- 331,830
Farrow to wear�ltnr� 0 433 1.00 0
Farrow to focder 0 - 522 —-- -1.00
Farrow to finish - -.- _o- 1,417 1.00 - _ 0
Sears _ _ 0 400 1.00 0_
Total Required Treatment Volume(cu.ft.)= 331,830
Sludge Storage Volume: _
i;fCiiiiri�ri'type------------ ----C`��pacury `--A[.PV.--'�:�cu.f�f�-•--�-=�`dta!
Nursery _ 0 30 _ _ 0.00 0
Wean to Finish 0 _ 1'15 0.00 0
Finishing 2,458 135 0.00 0
Farrow to wuanlinq 0 433 0.00 0
-- ._......... _ ..._.__._._.._.._.._._._...._........_.._....- - ---------...-
Farrow to faedcr 0 522 0.00 0
Farrow to finish 0 1,417 0.00 0
._----._...._...400 O,U00 0
Total Required Sludge Storage Volume(cu,ft.)= 0
Temporary Storage Volume:
Manure Production:
IAnlfnaf-'f ype••"-..____=..__._._._ _,•-2tapacuty_-_:5ta.Periodd./day)''f—otal_._
Nursery 0 180 0.30 0
In
to Finist; 0 180 1.17 0
Finishing 2,458 180 0.00 0
Farrow Io weanlina 0 180 4.39 0
Farrow!o feeder 0 180 5.30 0
Farrow to finish 0 180 14.3f3 0
t3parS 0 1 i30 4.06 0
Total Manure Production(dais,)= 0
Total Manure production(cu.ft.)= 0
Excess Fresh Water:
Anima i ypeapacrty#-�Eo�erTod n.7d7='i'oiai
NursAfy 0180�---- 0.00 a_
0.00 0
Finishing 2,458 - - 180 0.00 -_4 0
Farrow to weanlina 0 180 0.00 U
Farrow to feeder _ 0 180 0.00 0
Farrow to finish 0 180 0.00 0
Boars _ 0 18a 0.00 -�- --0
Total Fresh Water Excess (dais.)=
Total Fresh Water Excess (cu.ft.)� 0
L
Mrrr'iNfy-C3r•P"+n,(_f.G Engineering lv CO.Box 856, Warsaw NC 28398 (910)293-34 34

F—Grower: Corbett!iM Designed By: KBW
Address: PO Box 769 Checked By: DSE
Rose Hill,NO 28458 Cate: 03110109
County: Duplin Sheet 4 of 7
--...............
Tertiporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area +Additional Drainage Area) Rainfall I 12irl./ft
Vol.= (58401 sq.tt. + 0 s(I-ft.) * 0 in. 112 in,Ift.
Total Required Volume for Rainfall in Excess of Evap.(cu.ft.)= 0
Sloan Storage:
Vol.=(Lagoon Surf.Area +Addt'l Drainage Area)'25W./241-1r.Storm(in)f 1 2in./ft.
Vol.= (58401 sqJI + 0 sq,fL) * 7.5 In. 112 in./ft.
Total Required Volume for 25Yr.124Hr.Storm Event(cu.ft)= 36,501
"Heavy Rain"Storage:
Vol.=(Lagoon Surf.Area +Add0 Drainage Area)"'Heavy Rain"Factor(111)1 12in./ft.
Vol.= (58401 sq,ft -1 0 sq.ft.) ' 0.0 in. /12 in.1fl.
Total Required Volume for"Heavy Rain"(cu.((.)= 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storago:
No Additional Water Storage is Required
0
Total Required Storm Storage
(25Yr. /?41--Ir. Storm 'I leavy Rain')" 36,501
Total Required Temporary Storage
(Manure Prod. Excess Fr.Water i Rainfall Excess i-Additional Water Storage)== 0 (CUIT)
Total Required PL�rn`IBM)Ilt Storage
(Troolment+Sludge)= 331,830 (CU.FT)
TOTAL REQUIRED VOLUME M 368331 (CU.FT.)
(9-10)293-3434
01tphY-BroPn—jLC, P.a Box 856, Worsaw NG'783.qB

—
Grower: Corbett 114 Designed By: KBW
Address: Flo Box'159 Checked BY: DBE
Rose Hill,NC 28458 Date: 03110109
C011111y: DLII)Iil) Sheet 5.-.0.f,7 —
LAGOON DESIGN SUMMARY
Top of Dike Elevation -------------------- 94.00 VT.
Emergency Spillway Crest Elevation Not Al Applicable
Top of 25Yr./24Hr.Storm Storago 93.00 FT.
Top of"Heavy Rain"Storage ................... Not Applicable
Start Pump Elova(1011 92,30 FT.
End Pump Elrva(!(>Tl 92.30 FT.
Top of SIUC198 Storage Not Applicable
Seasonal High Watertable Eiev. ------- 0.00
Finished Botloin Elevation ---------- 1. 85.00 FT.
Inside Top Lenglh .................... Not Applicable
Inside Top Widlh ---------—.- Not Applicable
Side Slopes ....... 3.1 I-I*V
Lagoon Surface Area 58,4011 $11-
Min. Liner Thickness(if roquired) 1.5 FT.
Freeboard Depth i.00 FT,
Temporary Storage Period 180 Days
TOTAL DESIGN VOLUME=304931 fGU-19'.)
Treatment I Slwdoo Storage Zone Depth ----------- 73 FT.
Temporary Storage Zone Depth 0.0 FT.
Froeboard I Storril Storagn Zone Depth 1J FT,
--------------
7 -
--- --�1—alagoon Depth - 9.0 FT.
(,1)70)20-34�4
R0, 103OX856, ania NG28398

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Grower. Corbett ltft Designed By., KBW
Address: PO Box 7b9 Chocked By: DSE
Rose.I fill, NC 28468 Date: 03/19l09
County: Duplin Sheet 7 of 7
This livouloclt waste treatment lagoon is designed in accordance wino 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.
�i11{ltl{„�l
•'C l i ••if• `'ftf
hJr�'I!': See,�14ochr d l,Vasto tiLilization Plan
DESIGN[-DATE
[J: t'f._ /�e l '' h•'� !lj
r
IX)falh:ll'N-I'S: "1'lle[ago-on has been designrd as all irregu181-shape::__..
This design is update of start and stop pump elevations and to show the i!T_
treatment volume level for sludge Morago. This design does not supercedo the
original cerliiication of the farm.
Murphy Farms As-Built 5114/96
Murphy-Brown, t_f..0 r nginr crinr1 P.O. Box 856, Warsaw NC 28398 _ [phone]
i

A
c5ower: Ngit net � y: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill, INC 28,158 Date: 03/10109
County_: D Sheot 3 of "12
Pil
ANAEROBIC WASTE LAGOON DESIGN 2nd STAGE
FARM INFORMATION
Farm Population:
Nursery: ---........ 0
Wean to Finish: ------------------ 0
Finishing: 4298 1 Id.
Farrow to weanling: ----
Farrovi to feeder:
Farrow to finish, ----- ---------- 0
Storage Period: 180 Days
25 Yr.124 Hr Storm Event 7.5 In.
"Heavy Rain" Factor
Rainfall in Excess of Evaporation 7 In.
Additional Water Usage: ................. D
Additional Drainage Aren, 107,584 S.F
LAGOON INFORMATION
Is I agoon Designed as an Irregular Shape? (YIN)------------- IN
Does Operator Want Emergency Spillway? (YIN) N
Was This Design Built Prior to ql96? (YIN)------------- Y
Is'Dmin I ill?. to Lowor Sl IVVT? (YIN)------------ N.
0,00
1-0 Ft'
1:111urgonc'y Spillway Flow Depth,
side Slopes; 3 :1 (11:V)
Insidn Top Lofig(h: 300.0 Fl-
Inside Top Width: 220.0 Ft.
Top of Dike Elevation: Depth 101.01) Ft.
Fiflishod Rottol-ft Elevation: 9.60 Ff. 91.50 H.
Start Pump Elevation: 34.8 In. 98.10 Ft.
Stop Pump Elevation, ............... 96 In. 93.00 Ft.
LAGOON VOLUME REQUIRED VOL, DESIGN VOLUMES
Storm Stor= 108490 (Cu.Ft.) 114,001 (Cu.Ft.) 1015,08%
Temporary= 242953 (Cu.Ft.) 255,893 (Cu.Ft.) 105-33%
Permanent= 0 (Cu.Ft.) 62,201 (Cu.Ft.)
Total Volume 551,4b 6LI,Ft,) 432,D95 (Cu.Ft.) 1'112.9 5%,
----- ---- -----
---------- 0 Tei�poimry Storage Vofurna Elevation ---- --
04.95 Ft. 72.66 In,
Min.Required Liner libicknens 1.5 R
Lagoon Surface Area: TOD) 66,000 S-F.
Murphy-drown,UC Enginporing 1'0.Box856,0/ansmv,NC28.198 [phone]

rower: 0 or ett (- iry:
Address: PO Box 759 Checked By: DSE
Rase Hill, NC 28458 Date: 03/10/09
Count : Duplin Shoot 4 of 12
ACTUAL DESIGN VOLUME CAI__CULA-rIONS
BASE VOLUME: _ Cu. Ft. ____-.-._.._�._....
LAGOON STAGE-AREA_ VOLUMES
Contour
Eieyation (FT.) Area SF Incr. Vol. (Cu. FYI C.u_ m_ul_._Vol. (Cu.
91.50 39,609 0
92.00 40,836 20,111 20,111
93.00 43,344 42,090 62,201
94.00 45,924 44,634 106,835
95.00 48,576 47,250 154,085
96.00 51,300 49,938 204,023
97.00 54,096 52,698 256,721
98.00 56,964 55,530 312,251
99,00 59,904 58,434 370,685
100.00 62,916 61,410 432,095
101.00 66,000 64,458 496,553
I hese volumes were; calculated using the vertical average end area method.
TOTAL READ VOL 945,008 CF CUMUI..AT1VE N715E LONE VOL, 122.95%
END PUMP = = = - 93.00 FT 62,201 CF -mvr 62,201
START PUMP - - 98.10 FT 318,095 CF TEMP 255,893 105.33%
MAX STORAGE = '100.00 FT 432,095 CF STORM 114,001 105.08%
is
NNhrrphy-f3faw .1 f C Enginourinrg P.O.Box 866,Warsaw,NC 28398 (010J

Grower: Corbett&Cell 2 Designed By: KBW
Address: PO Box 159 Checked By: OSE
Rose 11111, NC 28458 Date: 0311{3109
County: Duplin -.-.---...Sheet 6 of
12
............. ........
Temporary Storage V01UH1W.
Manure Production:
n mat pe
Ype r(od ro(a
Nursery 0 180 O.WO 0
Wean to
Finishing
4,298 180 1.37 1,059,88
I-arrow to weanling 180
Farrow to feeder 0 180 5.30
arrow to finish- 0 180 4.38 0
f3oars—_
Total Manure Production(gals.)=: 1,059,887
Total Manure Production(Ou.ft.)= 141,696
Excess Fresh Water:
apa(;Ity* Sto. er
jXr—myia lod dial ....................
Nursery 0
..........—,
Nursery Q 180 0.00 0
T7
11T 1 ng 4,298 180 0,00 0
00
Farrow-m facdor 0 180 0.00 0
Farrow to finish
Boars 0 180 0.00
Total Fresh Water Excess(fjals.)t--
Total Fresh Water Excess(cu.ft.)=
Lj,(,'F111jim)-nolly 0. 8ox 8,56. 14 nrs�.71%v N('2K308

Grower: Corbett 114 Cell 2 Designed By: KBW
Address: PO Box 759 Clieola:d By: r)
3 Rose Hill,NC 28458 Da lc: 33/10/09
County: Duplin� —----- = -- Sheet 7 of 12
Temporary Storage Volume, {Cant.)
Rainfall In Excess of Evaporation:
Vol,=(Lagoon Surface Area 1st+ Lagoon Area 2nd+Additional Drainage Area)` Rainfall/121n.1f1
Vol.= (107584 sq.f. + 60000 sq.11. + 0 sq.ft,) ` 7.0 in. 112 in./ft.
Total Required Volume for Rainfall In Excess of Evap.(cu,ft.)= 101,257
Storm Storage:
Vol.=(Lagoon Surface Area 1st +Lagoon Arc@ 2nd+Additional Drainage Area - 25Yr.124 Fir Storrn(in.)112in.f
Vol.= (107684 sq.ft + 66000 sq.ft. + 0 sq.ft,) " 7.5 in.
Total Required Volume far .25Yr.124Hr.Storm Event(cu.ft)= 108,490
"Heavy Rain"Storage:
Vol,-:(Lagoon Surface Area 1 st+ Lagoon Area 2nd+Additional Drainage Area)' Heavy Rain Fac;tor(in)112in.
Val.= (107584 sq.f1 + 6600D Sq.f1. 4• 0 Sq.ft.) " 7.5 in. 112 in.lft.
Total Required Volume for"Heavy Rain" (cu.ft.) 0
(far Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 (?
Totai Required Storm storage
(25Yr./241Ir. Storm +Tloavy Rain')= 108,490 (CIJ,F—r)
total Required Temporary storage
(Manure:Prod. + Excess Fr.Walor-+rainfall Excess+Addilional Water Yoras 242,953 (CU.FT)
Total Required Permanent Storage
(Treatn'10M +Sludge)= 0 (CU.FT)
TOTAL REQUIRED 2nd STAGE VOLUME= 351443 (CLIXT.)
rbhlrJrhy-I3rorvn,1.1-C E r�gittaetinrl P.O. Pox 8,55, Warsaw NC;20 398 � (910)20-34

Grower: Corbett#4 Coll 2 Designed By: fIBW
Address: PO Box 159 Checked By: DSF
f Rose Hill, NC 28458 Date: 03/10/09
County: Dupiin Sheol 9 of 12
LAGOON DESIGN SUMMARY 2nd STAGE
Top of Me Elevation ............. 10i.00 FT.
Emergency Spiilwuy Crest Elovalion -_____...___..__ __ Not Applicable
-rop of 25Yr./241•Ir. Storm Storage ------ 100.00 FT.
Top of"Heavy Rain"Storago Not Applicable
Start Pump Elevation -_.. 98,10 FT.
End Pump Elevation ------- 93,00 FT.
Top of Sludge Storage -------------- Not Applicable
Seasonal high Watertable Elev. ----- 0.00
Finished Bottom Elovalion ..................... 91,60 FT.
Inside Top Length --- - 300.00 FT.
Inside Top Width _•... 220.00 FT.
Side Slopes 3,0:1 H:V
Lagoon Surface Area Gfi,f)0(1 SF
Min.Liner Thickness (if required) I l.
Freeboard Depth 1.00 FT.
Temporary StoragO Period 180 Days
ITOTAL DESIGN Vot_UlvtL= 432095 (CU.FT.)
lone Ur!1�Ehs:
Treatnlrnl/Sludge: Storage lone Depth - -- 1.5 FT.
Temporary Storage Zone Depth _-..., 5.1 FT.
i=reeboard 1 Storm Storage Zono Depth - 2,9 F'r.
Total Lagoon Depth 9.5 FT.
M;,I- hy-Brown. L1..0 FinjirworlrTg —��~ P.O. Box 856, W'saw NC 113-M —(910) 293-3d:

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Grouter Corbott 114 CPH 2 Designed By.
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 2.8458 Date: 03/10/09
("Ouniv: Doplin Sheet 12 of I?
This!lvestock waste freatillunt lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359.WASTE TREATMENT
LA('z-()QN, revised prior to June, 1996.
1-mergenoy Spillway:
An Emorgency Spillway is not required.
6'.
"PC altacl 1N0TI_-_: Wast
e Utilization Mail
DESIGNEI):
DATE:
CC MKIENTS:
[-,is design is updalo of earl slop pump okwtim',and lc;show 1'w 11
treatment volume level for sludge storage. This design does nol supetccidc the
.................
original certification of the farm.
Murphy Farms As-Built 6126196 ----------
(910)293-3,134
Murphy-Brown, LLG Enginoaring P.O. Box 856, Warsaw NC 28399