310371_Application_20240321

,vs STATE q�
ROY COOPERI
Governor
ELIZABETH S.BISER / RECEJVED
Secretary
RICHARD E.ROGERS,JR. NORTH CAROLINA
Director Environmental Quality MAR 21 202
February 12,2024
Derek Brown NC DEQ/DWR
D&B Finishing,LLC Central Office
352 Cool Springs Rd
Magnolia,NC 28453
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:[e-mail]
phone:[phone]
Please note that you must include one (1) 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 form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage 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.deg.ne.gov/animalpermits2024.General permits can be 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,
r t '
Michael Pjetraj,Deputy Director
Division of Water Resources
Enclosures: Request for Certificate of Coverage for Facility Currently Covered by an Expirine State Non-Dischartze
General Permit
North Carolina Department ofEnAronmental Quality DivisionofRaterResourm
S12NorthSalisbunStNM l636lliailSerriaCenW Ra1eigh,Notfh Carolina 2'699.1636
`"— 919.7VJ129

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 Permittee.
1. Certificate Of Coverage Number: AWS310371
2. Facility Name: D&B Finishing LLC
3. Permittee's Name(same as on the Waste Management Plan): Derek Brown
4. Permittee's Mailing Address: 133 PI GkG'4 LC-Ae
City: Magnolia State: NC Zip: 28453
Telephone Number: 910-271-2522 Ext. E-mail: ' _Okf" 1c,e@C"r4 l nk•11t✓+
5. Facility's Physical Address: 1023 Stockin_head Rd
City: Rose Hill State: NC Zip: 28458
6. County where Facility is located: Du lin
7. Farm Manager's Name(if different from Landowner):
8, Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murlhv-Brown LLC
10. Operator Name(OIC): Gregory Bret Brown Phone No.: 910-271-2522 OIC#: 1001512
11. Lessee's Name(if there is not a Lessee,write"None"): ©n�
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 2,400
Oaeration Types:
Swine Cattle Dry Poultry Other Tyoes
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 7/18/1996 Full,clay 302,445.00 31,768.00 19.50
#2 Lagoon 9/22/1997 Full,clay 218,405.00 33,205.00 19.50
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:
1.The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2.A site map/schematic
3.Emergency Action Plan
4.Insect Control Checklist with chosen best management practices noted
5.Odor Control Checklist with chosen best management practices noted
6.Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7.Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations,wetland 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 application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes 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 Permittee/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): ROf1Ll G� b &0 Viki Title: ",wIr1erl fY16u-\&Q er
Signature: Date: I�b lay
Name(Print): re, QrIA Title: D oner I MA(10 ,6Pr
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

DocuSJ9n Envelope:1D 7DO3133EB-14Co-4A80-8AA943M97on8EB
� a
v
ROY COOPER
�rh eIYItN`
MICHAEL S.9ECA V
1~Y
'-`;:WANIEL`WITH NORTH CAROLINA
k 1moar Environmental Quality
February 24,2021
Gregory B.Brown
Donald D.Brown.
D&B Finishing,LLC
352 Cool Springs Road
Magnolia,NC 28453
Subject: Certificate of Coverage No.AWS3103371
D&B Finishing,LLC
Swine Waste Collection,Treatment,
Storage and Application System
Duplin County
Dear D&B Finishing,LLC::
In accordance with your Change of Ownership request, dated January 1;2021,we are hereby forwarding
to you this Certificate of Coverage(COC)issued to D&B Finishing,LLC;authorizing the operation of the
subject animal waste management system in accordance with General Permit AWG100000. Please read
this COC and the enclosed State General Permit carefully.
This approval shall consist of the operation of this system including, but not limited to,the management
and land application of animal waste as specified`in the facility's Certified Animal Waste Management Plan
(CAWMP)for D&B Finishing,LLC,located in Duplin County,with a swine animal capacity of no greater
than the following annual averages:
Wean to Finish: Feeder to Finish:2400 Boar/Stud:
Wean to Feeder: Farrow to Wean: Gilts:
Farrow to Finish: Farrow to Feeder: Other:
If this is a Farrow to Wean or Farrow to Feeder operation,there may be one boar for each 15 sows.Where
boars are unnecessary, they may be replaced by an equivalent number of sows.Any of the sows may be
replaced by gilts at a rate of 4 gilts for every 3 sows.
This COC.shall be effective from the date of issue until September 30, 2024 and shall hereby void
Certificate of'Coverage'Number AWS510371 that was previously issued to this facility. Pursuant to this
COC, you are authorized and required to operate the system in conformity with the conditions and
limitations as specified in the General Permit,the facility"s CAWMP, and this COC. An adequate system
for collectinggand maintaining the required monitoring data and operational information must be established
for this facility. Any increase in waste production greater than the certified design capacity or increase in
number of animals authorized by this COC(as provided above)will require a modification to the CAWMP
and this COC and must be completed prior to actual increase in eitherwastewater flow or number of animals.
You are encouraged mygdate your Swine Odor Control Checklist using;the enclosed form If you do so
You must send a copy of the updated form to the Animal Feeding Operations Program at the address below.
Nodh Cmul1mDepartimat ofawwome iqualkv i D lStonofwatergrs cgs
�E 51Z North SW bUry Strut I l6U talc Servkce Center 1 Rate19h,North t aroJkw 27b94*36
-4211 49T0r)000

DocuSign Envelope 10:7DE136SEB-14CO-4A6il-9AA9-B64097058SE8
Please pay careful attention to the record keeping and monitoring conditions in this permit Stocking and
Mortality Form.(STOCK-1) has been updated, all other record keeping forms are unchanged with this
General Permit. Please use the most current record.keeping forms Be sure to update any Designated
Operator In Charge(010 as required.
If your Waste Utilization Plan (WUP) has-been develdp"ed based on site-specific information, careful
evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate
you will need to have a new WUP developed..
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal); nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Per 15A NCAC 02T.1304 and MRCS standards a 100-foot separation shall be maintained between water
supply wells and any lagoon,storage pond,or any land application of waste.
Please be advised that any violation of the terms and conditions specified in this COC,the General Permit
or.the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
2156A through 143-2°15,.6C including civil penalties,criminal penalties,and injunctive relief.
If any parts,requirements, or limitations contained in this COC are unacceptable, you have the eight to
apply for an individual permit by contacting the Animal Feeding.Operations Program for information on
this process. Unless such a request is made within 30 days,this COC shall be final and binding.
In accordance with Condition 11.23 of the General Permit,waste application shall cease within twelve(12)
hours of time that the National Weather Service issues a Hurricane Warning,Tropical Storm Warding,
o located. Your a Road Watch/Flas a find d Watch associated with a tropical system for the county in which the facility
os h Flood
y tailed watch/warning information for your county by calling the
.Newport/Morehead City, NC National Weather Service office at [phone], or by visiting their
website at-www,.weather.mov/mhx/
This facility is located in a county covered by our Wilmington Regional Office:The Regional Office staff
may be reached at 910-796-7215. If you need additional information concerning this COC or the General
Permit,please contact the Animal Feeding Operations Progwn staff at(919)707-9129.
Sincerely,
D*Cuftftd by
For
Director,Division of Water Resources
Enclosures(General Permit AWG100000)
cc: (Certificate of Coverage only for all ces)
Wilmington Regional Office,Water Quality Regional Operations Section
Duplin County Health Department
Duplin County Soil and Water Conservation District
Laserfiche-Permit File No.310371
Murphy:Brown LLC

V`vWE�UTILI ►TION FLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farrm AWS 310371 D& B FiniWn -LLC
(previously James P Brown Farm)
Ownerl Manager agreement
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the appiDved animat waste utilization plan,for thefarm
named above. I (we) know that any a)pansion to the existing design capacity of the waste
treatment and storage system or constructbn 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 watersof 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 ConsenratiervDistrictandwill be avai lak-#or review by DEM upon request.
Name of Facil' Owner: Bret&Derek Brown
(Please
Signature Date:
Name of Manager(if different from owner):
Signature: Date:
Name of Technical Specialist: (Pleaseprint) Amanda Hatcher
Affiliation: NCCES-Duplin County Center j
Address(Agency): PO Box 949
Kenansville, NC 28349
[phone]
Signature Ja�� tfra—CA" Date: 2/29/24
Page 8

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The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates
are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,where available.
Planned Crops Sutnmary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
2362 1 4.46 4.46 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
2362 2 1.63 1.63 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
2362 3 4.011 4.01 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
2362 4 4.23 4.23 N/A Foresco.n Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
2362 5 1.381 1.38 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
2362 6 1.95 1.95 N/A Noboco Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
2362 7 5.67 5.67 NIA, Noboco Small Grain Overseed 1.0.Tons
Hybrid Bermudagrass Pasture 6.5 Tons
2362 .8 1 1.77 1.77 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bennudagrass Pasture 5.5 Tons
PLAN TOTALS: 25.10 25.10
r
Ll Potential Leaching Technical Guidance
Low Low potential to contribute to soluble None
nutrient leaching below the root zone.
>=2& Moderate potential to contribute to Nutrient Management(590)should be planned.
¢=10 soluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
>10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Term No-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
541894 Database Version 2.0 Date Printed 611812003
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Crop Notes
The following crop note applies to field(s): 1,2,3,4, 5
Small Grain: CP,Mineral Soil,low-leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20.For barley,plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU"Small Grain Production Guide". Also,increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre.Plant all these small grains at 1-1 1/2" deep.Adequate depth control is
essential.Review the NCSU Official Variety"green book"and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 30 lbs/acre N at planting.Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
The following crop note applies to field(s): 6, 7
Small Grain: CP,Mineral Soil,medium leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20.For barley,plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU"Small Grain Production Guide". Also,increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre.Plant all these small grains at 1-1 1/2" deep.Adequate depth control is
essential.Review the NCSU Official Variety"green book"and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 30 lbs/acre N at planting.Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
The following crop note applies to field(s): 8
Small Grain: CP,Mineral Soil,medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20.For barley,plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU"Small Grain Production Guide". Also,increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre.Plant all these small grains at 1-1 1/2" deep.Adequate depth control is
essential.Review the NCSU Official Variety"green book"and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 30 lbs/acre N at planting.Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
------------------------------------------------------- ----------------------------------------------------------------------------
541894 Database Version 2.0 Date Printed: 06-18-2003 Crop Note Page Page I of 3

Y
The following crop note applies to field(s): 1,2,3,4,5
Bermudagrass CP,Mineral Soil,Poorly Drained to Somewhat Poorly Drained.
Adaptation:Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep (1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly,so use at least 40 bu/ac in 1.5' to 2'rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 1001b/ac N in
the establishment year in split applications in April and July.For established stands apply 180 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 6,7
Bermudagrass: CP.,Mineral Soil,Moderately Well Drained.
Adaptation:Well-adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31.Cover sprigs 1"to 3"
deep(1.5".optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3'rows,spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2'rows spaced l' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 1001b/ac N in
the establishment year in split applications in April and July.For established stands apply 180 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts:
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
--------------------------------------------------------------------------------------------------------------------------------------------------------
541894 Database Version 2.0 Date Printed: 06-18-2003 Crop Note Page Page 2 of 3

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during operation
or land application.Any discharge of waste that reaches surface water is
prohibited.
2. There must be documentation in the design folder that the producer either owns
or has an agreement for use of adequate land on which to properly apply the
waste.If the producer does not own adequate land to properly dispose of the
waste, he/she shall provide evidence of an agreement with a landowner,who is
within a reasonable proximity, allowing him/her the use of the land for waste
application. It is the responsibility of the owner of the waste production facility to
secure an update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals,method of application,receiving
crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based ppon soil type, available moisture, historical data,
climatic_conditions, and level of management, unless there are regulations that
restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land eroding at more than 5 tons per acre per year but
less than 10 tons per acre per year provided grass filter strips are installed where
runoff leaves the field (see USDA,NRCS Field Office Technical Guide Standard
393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste application.
Waste should not be applied when there is danger of drift from the land
application field.
6. When animal waste is to be applied on acres subject to flooding,waste will be soil
incorporated on conventionally tilled cropland.When waste is applied to
conservation tilled crops or grassland,the waste may be broadcast provided the
application does not occur during a season prone to flooding (see "Weather and
Climate in North Carolina" for guidance).
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such
that runoff does not occur offsite or to surface waters and in a method which does
not cause drift from the site during application.No ponding should occur in order
to control odor and flies.
----------------------------------------------------------------------------------------------------------------------------------------------------------------------
541894 Database Version 2.0 Date Printed: 6/18/2003 Specification Page 1

8. Animal waste shall not be applied to saturated soils, during rainfall events, or
when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that
the crop is not covered with waste to a depth that would inhibit growth. The
potential for salt damage from animal waste should also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring planted
crops on soils with a high potential for leaching. Waste/nutrient loading rates on
these soils should be held to a minimum and a suitable winter cover crop planted
to take up released nutrients.Waste shall not be applied more than 30 days prior
to planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied from
a lagoon that is a component of a swine farm shall be at least 50 feet from any
residential property boundary and canal.Animal waste, other than swine waste
from facilities sited on or after October 1, 1995, shall not be applied closer that 25
feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than
those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over-spraying. Animal waste may be applied to
prior converted cropland provided the fields have been approved as a land
application site by a "technical specialist". Animal waste shall not be applied on
grassed waterways that discharge directly into water courses, and on other
grassed waterways,waste shall be applied at agronomic rates in a manner that
causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers,toilets, sinks,
etc., shall not be discharged into the animal waste management system.
--------------------------------------------------------------------------------------------------------------------------—-----------------—---------
541894 Database Version 2.0 Date Printed:6/18/2003 Specification Page 2

17. A protective cover of appropriate vegetation will be established on all disturbed
areas(lagoon embankments,berms,pipe runs, etc.). Areas shall be fenced, as
necessary,to protect the vegetation. Vegetation such as trees, shrubs, and other
woody species, etc., are limited to areas where considered appropriate. Lagoon
areas should be kept mowed and accessible. Berms and structures should be
inspected regularly for evidence of erosion,leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate
the possibility of an illegal discharge, pollution, and erosion.
19. Waste handling structures,piping,pumps, reels, etc., should be inspected on a
regular basis to prevent breakdowns,leaks, and spills. A regular maintenance
checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops
for direct human consumption. However,if animal waste is used on crops for
direct human consumption,it should only be applied pre-plant with no further
applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom elevations of
the temporary storage (pumping volume) of all waste treatment lagoons.
Pumping shall be managed to maintain the liquid level between the markers. A
marker will be required to mark the maximum storage volume for waste storage
ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the
rate-determining nutrient, unless other restrictions require waste to be applied
based on other nutrients, resulting in a lower application rate than a nitrogen
based rate. Zinc and copper levels in the soils shall be monitored and alternative
crop sites shall be used when these metals approach excessive levels. pH shall be
adjusted and maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste application
records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five (5)
years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
----------------------------------------------------------------------------------------------------------------------------------------------------------------------
541894 Database Version 2.0 Date Printed: 6/18/2003 Specification Page 3

t
JAMES BROWN; JR. --GROWER.#300
2400 FINISHING
STATE ROAD 1141 - DUPLIN COUNTY
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DIRECTIONS : FARM KENANS\ALLE,TAKE HWY.50 TOWARD CHINQUAPIN.TURN RIGHT
ONTO SR 1141. FARM WILL BE APPROXIMATELY 1 MILE ON RIGHT.
ADDRESS: SHIPPING ADDRESS:
JAMES BROWN, JR. JAMES BROWN, JR_
1023 STOCKINGHEAD RD. STATE ROAD 1141
ROSE HILL, N.C. 28458 ROSE HILL, N.C. 28458
910-289-3463
BROWN'S OF CAROUNA,INC.
785 HWY 24 EAST • P.O.BOX 487 • WARSAW,N.C.28398 - PHONE[phone]

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EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY(DWO) (J10)796rT2'l5.
EMERGENCY MANAGEMENT SERVICES(EMS)
EMS) f910
SAIL AND WATER CONSERVATION DISTRICT 4 SWCD 19fi012 Igo
9_6-2
NATURAL RESOURCES CONSERVATION SERVICE(MRCS) (91912962166.
COOPERATIVE EXTENSION SERVICE(CES) (91020--2143
1
This plan will be implemented in the event that wastes from your operation are lealdng,
overflowing or running off site. You should not wait until wastes reach surface waters or
lean your property to consider that you have a problem.. You should make every afford
to ensure VW this does not happen. This p1w .should be -meted in an accessible
location for all employees at the%cliity. The following are some action items you should
take.
1. Stop the release o€wastes. Depending on the situation.this may or may not be possible. sued
responses to some passible problems are gated below.
f A- Lagoon overflow,-possibie solutions are:
a) Add soil lb berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop aff flow to the:lagoon Immediately.
d) __Can apunvtompt�metor.-------
e) Make sure no surface water is entering lagoon, --
8. Runoff from waste application fieid-adions includes
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste..
c) incorporate waste to reduce runoff.
d) Evaluate and eliminate the reasons)that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers,action Include:
a) - Stop.recycle pump.
b) stop irrigation,pump.
c) Close valves to eliminate further discharge.
d) Repair sit leaks priorto restarting pumps.
D. Leakage"mt tlOyststns.lam,sntic3sepamtoya:*j,3d=14nclude-
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all How in the house,flush systems.ar solid seperato m.
E. Leakage from base orsWewell of lagoon. often this is seepage as opposed to ttovAng leaks-
a) Dig a small sump or ditch from the embankment to catch all seepage:put in a submersible
pump,and pump back to lagoon.
b) If holes are caused by burrowing animals,trap or remove animate and fin hoses and
compact with a day we soil.
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as
scion as.possible.
12/1=007

2• Assess the Oxtent of the spill and note any obvious damages_
a. Did the waste MWj'sum waters?
b• Approximately Crow much was released and for what duration?
s:. Any damage Hemet,such as employee injury,fish kills,Or Property damage?
si. Did the spill leave the property?
e. Does the sprHt have the,potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface watem,
g. Are potable water wells in prop danggr(�-W of off the rW7
h. 'How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWO regional office; Phone #, after hours;
emergency number, (919)- 733-3942. Your
,line t lid �: your name,
m"ber,and tsiephone number, the details of the Incident from item 2 above, the
enact location of the facility, the location or direction of the movement of the spill, weather
and usnd conditions.ss. .The correawe measurs�s that haave been undertaken arid the
seriousness of the situation.
b: if the spin leaves property or enters,surface waters,call local ERAS phone number.
c. Instruct EMS to contadlocal Health Department
d, C-DrMd:lE's phone ns +. off
Office for advice f technic i assistance phone number and the local NRCS
Phone number.
4• If noire off'the above works call 911 or the Sheriff's t'2e
--te a sk a arson fo a©rita t the � t$nsi��plaln your problem tv
proper agencies for you.
. Contact the contractor of your choice to begin repair or problem to minimize ofFslte damage.
a. Contractors Name: Murohv Brown r
b. Contractors Address:
c. Contractors Phone: L "I 29 A
CWfttthe technical specialist who certified the lagoon(NRCS,Consulting Engineer,etc.)
a. Name: i Westerbeek
b. Phone: [phone]t)
7. Implement procedures as advised by DWQ and technical assists
ft' -�, +r sYsteni, and reassess fine wape
nreewy
problems Mth reieaSe of Wastes#ram h ste man agement plan to keep
appening again.
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• y j� Y CA-0 V-\ Version—November 26,2018
Mortality Management Methods
Indicate which method(s)will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
a a Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106403), The bottom of the burial pit should beat least one foot above the seasonal
high water table..Attach burial location map and plan.
a Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C.0102.
Q Q A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division(attach copy of permit). if compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
Q In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture.&Consumer Services(G.S. 106-549.70).
a Any method which,in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options;contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS.Veterinary
Division regulations and guidance
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager Date
02/29/24
Signature of Technical Specialist Date

Operator:James Brown County: Duplin Date: 06/26/97
/ 4 RV)2 7
Distance to nearest residence (other than owner) : 1000.0 feet
I. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. - 0 lbs
0 sows (farrow to feeder) x 522 lbs. - 0 lbs 1375 head (finishing only) x 135 lbs. - 185625 lbs
0 sows (farrow to wean) x 433 lbs. - 0 lbs
0 head (wean to feeder) x 30 lbs. - 0 lbs
Describe other -
0
Total Average Live Weight — 185625 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 185625 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 185625 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 361. 0
Inside top width (feet)--- ------------------ 88 .0
Top of dike elevation (feet) ----------------- 47. 4
Bottom of lagoon elevation (feet) ------------ 34.7
Freeboard (feet)------------------------------------
1.0
Side slopes (inside lagoon)------------------ 1. 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
1.0 1.0 1.0 1. 0 359 . 0 86.0 11.7
AREA OF TOP
LENGTH * WIDTH =
359 .0 86.0 30874 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
335. 6 62 .6 21009 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
347.3 74.3 103210 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
30874. 0 103217 . 6 21008 . 6 2.0

r
Total Designed Volume Available = 302445 CU. FT.
3

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
361.0 88.0 31768.0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 31768. 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1,..37
Volume = 185625 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
Volume = 339075 gals. or 45330.9 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculat
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7 . 48 gallons
Volume = 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall = 7 . 0 inches

Volume = 7.0 in * DA / 12 inches per foot
Volume = 18531.3 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 19855.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 45331 cubic feet
5B• 0 cubic feet
5C. 18531 cubic feet
5D. 19855 cubic feet
TOTAL 83717 cubic feet
6. SUMMARY
Temporary storage period___________________> 180 days
Rainfall in excess of evaporation=====______> 7 _0 inches
25 year - 24 hour rainfall_________________> 7 . 5 inches
Freeboard------------------ -------------> 1. 0 feet
Side slopes --=_ =_____________________> 1 . 0 1
Inside top length—"------ 361. 0 feet
Inside top width==---------- ---------___> 88 . 0 feet
Top of dike elevation_______________________> 47 .4 feet
Bottom of lagoon elevation==---------_______> 34 .7 feet
Total required volume==____________________> 269342 cu. ft.
Actual design volume____---------------_____> 302445 cu. ft.
Seasonal high watertable elevation (SHWT)===> 42 . 0 feet
Stop pumping elev. ______________________> 43 . 0 feet
Must be > or = to the SHWT elev.====______> 42 . 0 feet
Must be > or = to min. req. treatment el.=> 40.7 feet
Required minimum treatment volume=====______> 185625 cu. ft.
Volume at stop pumping elevation=====_______> 202565 cu. ft.

Start pumping elev.—_____________________> 45.7 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 282590 cu. ft.
g Volume at start pumping elevation===== =====> 281051 cu. ft.
Required volume to be pumped================> 63862 cu. ft.
Actual volume planned to be pumped==========> 78486 cu. ft.
Min. thickness of soil liner when required==> 1.9 feet
7. DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

O� .rator.: James Brown ##2 County: Duplin Date: 09/22/97
Distance to nearest residence (other than owner) : 1500.0 feet
1 . AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
1025 head (finishing only) x 135 lbs. = 138375 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other 0
`Total Average Live Weight = 138375 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 138375 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 138375 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4 . TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 229 .0
Inside top width (feet)---------------------- 145 .0
Top of dike elevation (feet)----------------- 47 .4
Bottom of lagoon elevation (feet)------------ 36.0
Freeboard (feet)----------------------------- 1 .0
Side slopes (inside lagoon)------------------ 3.0 1
Total design volume using prismoidal formula
SS/END1 S8/END2 SS/SIDE1 SS/SIDE2 LENGTH -WIDTH
3.0 3 .0 3.0 3.0 223.0 139 .0 10 .4
AREA OF TOP
LENGTH * WIDTH =
223 .0. 139 .0 30997 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
160 . 6 76.6 12302 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
191 .8 107. 8 82704 (AREA OF MIDSECTION * 4)
CU. FT . _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] DEPTH/6
30997 .0 82704.2 12302 .0 l .j
Total Designed Volume Available = 218405 CU. FT.

r=- _ TEMPORARY st-
3]RAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
229 .0 145.0 33205.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 33205.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 138375 lbs. ALW/135 lbs. ALW 1 .37 gal/day 180 days
Volume = 252765 gals. or 33792. 1 cubic feet
5 Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 19369 .6 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot DA
Volume = 20753.1 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 33792 cubic feet
5B. 0 cubic feet
5C. 19370 cubic feet
5D. 20753 cubic feet
TOTAL 73915 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation=====______> 7.0 inches
25 year - 24 hour rainfall==================> 7.5 inches
Freeboard===================================> 1.0 feet
Side slopes_________________________________> 3.0 . 1
Inside top length============-==============> 229 .0 feet
Inside top width== ________________________> 145.0 feet
Top of dike elevation=====__________________> 47.4 feet
Bottom of lagoon elevation==================> 36.0 feet
Total required volume=======================> 212290 cu. ft .
Actual design volume________________________> 218405 cu. ft.
Seasonal high watertable elevation (SHWT)===> 42.0 feet
Stop pumping elev.__________________________> 43.7 feet
Must be > or = to the SHWT elev.=====__===> 42 .0 feet
Must be > or = to min. req. treatment el .=> 42.0 feet
Required minimum treatment volume===========> 138375 cup: t
Volume at stop pumping elevation============> 142394 cu. •ft,
Start pumping elev.=________________________> 45.7 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 197652 cu. ft.
Volume at start pumping elevation===-=======> 197236 cu.. ft.
Required volume to be pumped================> 531.62 cu. ft.
Actual volume planned to be pumped==========> 54841 cu. ft .
Min. thickness of soil liner when required==> 1 .7 feet
7. DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZA/TION PLAN
COMMENTS: l/i,'s �ts.'..� s r27 -
N
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SEAL
16415
7. DESIGNED APPROVED BY:
DATE: �- DATE: g/ / 7
COMMENTS: 1/ate d z s ���.-�, �5 Wzsw e-
`t
ENGINEER'S NOTES: Engineering approval is for minimum design standards and is based on pre-
construction site and soils investigations by Brown's of Carolina,Inc. unless otherwise noted. Brown's of
Carolina technical specialist is responsible for excavation and fill calculations and for nutrient
management plan. Engineer shall be notified of any changes and/or site discrepancies found during
construction before proceeding. Brown's of Carolina is responsible for site layout, and shall verify all
required buffers or setbacks and the absence of subsurface tile drains. Owner and/or Brown's of Carolina
personnel :is responsible for contacting engineer for construction inspections as necessary to confirm
quality of liner materials and construction. Engineer will conduct final inspection upon notification, and
shall determine the requirements for permeability testing(quantity and location).
OTHER SITE-SPECIFIC NOTES: .

Operator: e-) County: 0Pc,j,rk-� Date: 07/18/96
Distance to nearest residence (other than owner) : feet
1. AVERAGE LIVE WEIGHT (ALW)
q sows (farrow to finish) x 1417 lbs. = 0 lbs
0� sows (farrow to feeder) x 522 lbs. = 0 lbs
240q head (finishing only) x 135 lbs. = 324000 lbs
q sows (farrow to wean) x 433 lbs. = 0 lbs
q head (wean to feeder) x 30 lbs. = 0 lbs
Describe other 0
Total Average Live Weight = 324000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 324000 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 324000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
_. TOTAL DESIGNED VOLUME
Inside top length (€eet) --------------------- 361. 0
Inside top width (feet)---------------------- 88 . 0
Top of dike elevation (feet) ----------------- 47 .4
Bottom of lagoon elevation (feet) ----=------- 34 .7
Freeboard (feet) ----------------------------- 1. 0
Side slopes (inside lagoon) ------------------ 1.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
1. 0 1.0 1. 0 1. 0 359 . 0 86. 0 11.7
AREA OF TOP
LENGTH * WIDTH =
359 . 0 86.0 30874 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
335: 6 62.6 21009 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
347. 3 74.3 103218 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/
30874.0 103217 . 6 21008. 6 2

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
361.0 88.0 31768.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 31768. 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1,17
Volume = 324.000 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
Volume = 591840 gals. or 79123.0 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculat
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallonsJday * 180 days storage/7.48 gallon:
per CF
Volume = 0. 0 cubic feet
�C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall = 7 .0 inches

Volume = 7. 0 in * DA / 12 inches per foot
Volume = 18531.3 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 •inches. .per foot * DA
Volume = 19855.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 791.23 cubic feet
5B. 0 cubic feet
5C. 18531 cubic feet
5D. 19855 cubic feet
TOTAL 117509 cubic feet
6. SUMMARY
Temporary storage period===-=_____________> 180 days
Rainfall in excess of evaporation--------- 7.0 inches
25 year - 24 hour rainfall===_____________> 7 .5 inches
Freeboard====--___---=_---------------- > 1. 0 feet
Side slopes===== 1. 0 . 1
Inside top length======---- . _____________> 361. 0 feet
Inside top width====-- __= _____________> 88. 0 feet
Top of dike elevation=====__=_= 47 .4 feet
Bottom of lagoon elevation==-------=======> 34.7 feet
Total required volume===_==_—_____________>. 441509 cu. ft.
Actual design volume-== ___________________> 302445 cu. ft.-2�,
Seasonal high watertable elevation (SHWT)===> feet
Stop pumping elev.==_ --—---- -------- feet
Must be > or = to the SHWT elev.=====__===> feet
Must be > or = to min. req. treatment el.=> 40.7 feet
Required minimum treatment volume===========> 324000 cu. ft.
Volume at stop pumping elevation============> -305238 cu. ft.

Start pumping elev.===----=-___==__=____> feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 282590 cu. ft.
Volume at start pumping elevation=====_____> -305238 cu. ft.
Required volume to be pummped---==__=______>. 97654 cu. ft.
Actual volume planned to be pumped---==____> 0 cu. ft.
Min. thickness of soil liner when required==> 1.9 feet
7. DESIGNED BY: APPROVED BY:
DATE: 1 DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

{
Total Designed Volume Available = 302445 CU. FT.

Operation & Maintenance Plan
Propwhrm emit should be aymauridpioft.It I ModalY 1m to=MW Ivds so
drat yin do nit m pmMom dtft ram+and wet parlods.
Maximum V should be&valuable in the lagoon ht periods wheea ore receivtng OW is
(ach as ww alma for l mwla$teas)ore *=arm ambd rait4Y .m*as *mWmwm Slam
n the summertiicma.'This mom that at tin*9 sin of plant grov a in ft later winter/early WhI&bripflou
""ft to a feum wasted mainymat plan shouN be done whmm ft bad In dry moughto receive
lagoon m aid'This will m WW available in ire bgm ft Ito we perI&in 60 latd summer l
mly faU the lagoon d=M to p=4"down trt f 1ow mar, pmnp do allow fbr wkW l Y
efl'mt should be me&to mwkdoft the lagoon close to tin mil=m UqW level as long as tlm WON&W send
west a udHvd n plan will dbw it.
Waittug until the baton has ranched Its nuudmum stpa *before star;to irrigate d
not Testate room forstoring ems water duft4*o&dwStPwI0dL0VafiWfmmfthVmfiw
any t t a25-year,24-houcMm is a viobdon of kw and m ibjecttu pinny acdan,
The muft-MaMmmm of a US=involves the following:
• Abhonamm ofa veg Wve cover thr the data.Fesare a r common Hem grime&*60
most common vegettoive cove.Tlm veg t could be fe lill 1 if each yeas,if nee"
to mainWn a viaroarous stand.The mom offmOnd applied slwuld be basedon a soils
but to the event that it is not p ac"to obtak a soilslW each Year,flue lagoon
oinb ►t and surrounding mm should be firfifized wlth 800 pounds par acre of 10-
10-10,or equivale aL
• Brush and trees on the embeirbm t mW be mholled,TbLs.mgy be don by mower
gmWin& cbopping or acombioion ofttese practims.This*oWbe done at
least once a year and posaNytwic a in years Hatt ymom coaftons are Woarable br
hm7 ".
fvOM Ifs is c onf rolled:by the herbidde must not be:allowed m star ft
wd a.Such chodcals could halm the in the bVW thatamVe8thigthe waft
Mee inspeoMm of tbea ego lWon slmnld be made dmtg the initial fitting of ft kgom and at
wmt,mono*and aiwr iWm rainfall gad stern evemm items to be checked Should iodude,as a
minimmftuloft
wnte hm Pipes,wag Pam,ad OwwRow PlIm,.,took Ibr'
1, soon of joints
2. cnW or breaks
I aceuraulaticm ofsalts armwmh
4, overall condition ofpipes
Lagara surface-leek ter:
1. undesirable:vege ud"growth
2. floating or lodged debris
I

E ml*eakm t.• look fort
1. 90demet t,crwn&or`W holes
2. side slope stability slumps or bulges
3. wet or damp are on the beck slope
4. erosion due#o lace of vegetation,or as a result of wave action
S. rodent damage
G. toers or deer damage in the syntWe lagm him
7. splits or damaged seams.in a vjndwdc legit lima
S. water under synthetic liner patches
9. opening in the few(tapplicable)
Larger lagoons may be subject to Jim damage due to wave action coxned by strong wilds.These wav48
can erode ftL lager.sic ►ells,thereby weakanft the bVw dam.A good stand ofvege Won will
reduce ftpotwaial damage caused by wave acdon.if wave aeon causes seriousdama to a lagoon
ddewall,baffles in the lagoon mw be used to ra&=the wave imp
Arty ofthese feat=c mM lead to a=itln and wee ting offt dam.Vyour lagoon has any of
feau+e$,you should all an appmprlate expert amd1lar mft desiga and oonsftchon,of vm%laVOM
You man wed to provide a wapoiM fix if there is a breat of waste dLwANW.Howaver,a
soludon should be ret"d by the technical=Wt bw a lagoon dam with heavy
equipmaa Is a serious wing with poftadally salow anwq=ws and should net be conducted
unless tecommtmnded by and appropriate technical expert. .
T `Pumps-&ftk for pr"W operation or.
I. M'oiing PMPS
2. kdpdonpumps
Check for leak%prose:Mings,and overall pump operation.An walally loud or Puldn noiSe,Of a
I"=Kut of vibration,may hulk tie that the Pump is in need of r"*or reply.
NaM:P=ping syst w should to inspeod and operated fi"=* so t&you are not
completoly`"smpsed"by egWpment faiium You should perform your pumping system at a
time wben yourlag=L is at its low level.Tbb will allow some 38feiy tjMCL should major repairs be
requir.Raft a iaearly full lagoon Is not the time to think about switching,repeu b*or brnrowi%
pumps Probably,if yCW IWM is full,your net bWS bgQM is.full also.You should=M ider
maiming art inventry ofspwe Poets or pumps.
• &e=water diversion features are&MIVW to can ou stu*=drahtW waters(such
es MUML ftffof&roof draft MU otetlft and paflftjot n=M away from your
lam and oti waste u or eau mp as&JU only wow tIM should tie
oam�ing fr your lagoon is d*which es firm your flUSMM(WS&g)syM pipe
and the,rainfall that hits the lagoon directly.You sl MM inspect your dI'MSM system for
Me foilowin
1. adequate vegemtion
2. diuerdw capacity
3. ridge berm height

-- - Identified emblems should be correclad prcanptly.It is advisable to W"CtY0UrVAeMdUrI0g0r
immedely following a heavy raim if technical assistance is needed to determine PWa Sol .
consult with appoprime apeM.
You should r+eoond rhl from onside,rain~daily.This will jive you an idea of how much your
bgoon level will rise with a chin;r*W amount(you must also be x'eoWin8 your rainfall for this to
work).Kao Mft this should h*in planning kdVdon applications and storage,If hVm rises
=essi*,you may have an overflow problem from a mfim water divusion or ftn 019 be NePaP
Into the ftm 8rom thle surrounding land.
'arm operation
Startup:
[. InEumed ately after dole establish a complete.sod.cove on bare soil surfaces to avoid
erosion
2. Fill ww design.fteatment volume at least half full ofwaw befog waft Reding begins,to%
care not to erode luring or book slopes.
3. Drainpipes Into ft lagoon should have a fkWIble pipe agendevo n the and of the pipe to
discharge new tl a bottom ofthe I*m during initial flung ormthameamm ofslMng'the
in�coaft water to avoid erosion of the lining.
4. Whom possibles begirt loading now hVow in&e sp&S to m►aAmize bacterial establishment(due
to wariner weather).
5. it is recommended that a new legion be seeded with sludge front a healthy working swine lagoon
In the amotmt of0.25 percent of atefull lagoon liquid volume.This seeding should oWur at Ind
two wed prior to the addition of wasWWW.
G. Maintain a p modlc chuck onto logo=liquid pH.If the pH falls below 7.0,add agricultural lime
at the rate of 1 pound per,1000 cubic fed 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 ofbubblittg,and enessive odtu signal biologic al activity.
Consultation with a tecWcW.specialist is recommended Ifftw comlitions occur for prolong
periods,especially during the warm;season,
Lot[di�g
The more frequently and mgalw iy that wrastewater is added to a lagoon,the bra"the lagoon will
fimetion.Flush systems that wash waste into the lagoon seveml times daily are optimum for Vestment.Pit
reclinge systmns in which one or more buildings are draftod an reabwWd each degr,also work well.
Practice water ta3nswmdon—minimize building water usage and spillage ftom leaking
waterms,-broken pipes and wash down through proper rnaintenanee and water
conservation.
3

Minimize feed wastage ad spillege by keeping feeders 4W4 3'his will reduce the
amountofsands wanng the higmIL
Management:
Maintain lagoon Nuid level between the permanent storage level and the f dl temps
storage level.
Plea visible markers or stakes on the lagoon bank to show the minimum liquid level and
@te maximum liquid level.
SW in ig at the Wilest possible date in the spring based On nutrient requirements
and$oil muistune so t M npormy Amp will be mar imiaed for the summer
I ., 1 strMW season.Similarly,briga is in the late summer 1 early ball to provide
maximum lagoon O rege for the winter.
• The lagoon liquid level shoutd be saber than l foot to the lowest point of the>dam
or embealosent.
• Do not pump Ow lagoon liquid level lower time thepamanent storage level unless you
are removing sludge.
• Locate float pomp fi*dms fly 19 ioclms un6m Bath the liquid smfm and as
far away from the drainpipe bps as pwsible.
PmvctA additions of bedding mauls,long-stemmed forage or vegetation,molded feed,
plastic syrh:Ww,or other foreign materials into the lagoon.
• Fly move solids from eaWh basins at end of houses or wharever
they are installed.
• Maintain strict ve o%rodent,andvatmint control near lagoon edges.
e Do not allow trees or large bushes to grow on lagoon dam or embankmmit
o Remove sludge from the lagaon either when the sludge storage capes►is#Lil or before
it fills 5D percent of the permanent storage volume.
If animal production is to.be terminated,the ow=is responsible for obtaining and
lmplRA ig;a closure plan to ninth=#W POMMOY of pouutaw discharge.
• Lagoons IW W plued in the somnal NO wafia tstibic could bo dtu wo from 16ar
sloughing If pumped below th*seasonal high mark elevation.Reft to your lagoon design
to as what fire season high water elevation is.
• Lagoons could also be recharged from round water if pumped below the sessonal h%tt
mark.Refer to your lagm.design to see what the season high water elevation is.
4

. �Remervalo
Rato of lagoon sludge buildup can be reduced by:
• proper tag+oon sift
• mechanical nical solids,separation of flushed waste
• annuity settling,of flushed waste solids in an gprolxiateiy desigmil basin
minimizing%ad wastage and spillage
Lagoon sludge that is removed annueliy rtdher then dared long term will.-
* have more nutrients
• have more odor,and
• require more land to properly use the nutrients
Removal twl piques:
• ffin a custom applicator.
• Nlix the sludge and lagoon:liquid with a chopper-agitator impeller pump through large—
bore sprittltler irrigation system onto nearby crop and soil •
• Dewaw the upper pig of lagoon by inWdOn oruo nearby aopland or forage la A mix
mmaining slur pump into liquid studp applicator;haul and Weed on to,cropland or
forage land;and Soil Incorporate.
• 1awatar t'hge,,UupIW pact Qf lagoon by MigatiM Onto nearby cropland or forage WAdredge shtdge from the IWon with dmgline or shidge barge berm and am beside
bgOOV to receive the sludge so diet liquids can*Wn back into lagoon;.&How sludge to
clevvste�r-haul Weed with m$mnn spreader bntu cropland or fore land;and sail
Incorporate.
Regardless of the ma&od,you must love the sludge material.analyzed fbr wade coasddrentsiUst as you
would your l water.The sludge will contain digit nut ha and metal values fi am the liquid The
application of the sludge to fields will be lim tecl by these nutrients as well as auy pmwlous waft applicadots
to that field and crop requirenent
When t+eoi v M sludge,you must alit►pay SWIT11OU m the litter txt:prevarn damages Close attention by the
pumper or drag-litm operator will ensure that flue lagoon IhM rem=hIS intact.If YOU SW soil material or the
VmWn Ow MOdd b=g domed,you slwuld 9DP UM M►ltntncdlately end nor mOu"uaw you
we
sure that the slueige can be removed without l'wer mjlny:If the IiW is damood ft Mustbe rOPWW as Saraas
pe3ssible,
Sludge Mu ved ftom the Wow has a much hWW phosphorus and bevy matal contest-than Hquid.Because
of tdit it should probably be applied to land with low phosphorus and metal levels,as indicaftl by asoil east:
alai incorporated to reduce the chance of erosion.
NOM-That if the sludgel is applied to fields with very high soil-nest phosphors,it should be applied only at
rates equal to the crop removal of pltosphorus.As with odd wastes,always have your lagoon oludge
��-._ analyzed for its nutrient value.

The application of sludge will,i =vm tba Mount of odor at ft waste application ate.Extra predation
should be used to observe the wind direction and other conditions which could increase the concrn of
neighbors.
Pessude Causes of IAPM num.
I.egobR MUM result in to unplanned&whaW of wouwater fiom the sWWWM Types offailures incltule
MOP through the bottout or skies,overtoppin&and breach of the dam.Assunring proper design and
M=Mwdo>a,the owner hag the responsibility AN onsuring AwWm safety.Items which may lead to lagoon
fattu es include:
a l+ OMICstion Of lam►structure_an example is the placement of a pipe in the darn
without proper design and constructiom(Consult an east in lagoon design before
placing any pipes in darns.)
Lagoon liquid levels—high levels are a safety rink,
• Failure to inspect and maintain the dam.
• Foss surface water flowing ift the lagoon.
• LfiW btcg*-PrOtOcts from inlet pipe scc aft damage during sludge removal,,or
nWWM fiom lowering lagoon liquid level below Voimdwafer table.
NOTE:if lagoaa water is allowed to overtop the dam,the moving we ar will strop Cause.
the-darn. this guides to form in
failure. �� ,it can quickly cause a large d�schsrge of and possible dam
Revsed12/07J12
G