310372_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee
1. Farm Number: 31-0372 Certificate Of Coverage Number: AWS310372
2. Facility Name: King&Sons Farm 1.LG
3. Landowner's Name(same as on the Waste Management Plan): Preston Cummings Kim
4. Landowner's Mailing Address: 279 Wells Brothers Rd
City: Rose Hill State: NC ��// Zip: 28458
Telephone Number: 910-282-9948 Ext. E-mail: joviceandnresk0KZXd31 iet l n L.nth
5. Facility's Physical 1A'd_dress: 0�1 f)0(-HAS 1 e, OF S P,19 R Ce t �p p 0 5 in;).f S wts� ISn{C,�5ec�1 on
City: ST, ,11 State: N C. Zip: o2
6. County where Facility is located: Poplin
7. Farm Manager's Name(if different from Landowner): \
g. Farm Manager's telephone number(include area code): (;
9. Integrator's Name(if there is not an Integrator,write"None"): Murohv-Brown LLC SM r' d 9 p�y3D
J0 yce. Rtnce,Ki n dSa-�19g8
10. Operator Name(OIC): A1e>�e�em % 9 Phone No.: 910-296-T= OIC#: 9S869T—
11. Lessee's Name(if there is not a Lessee,write"None"): �ho�ne-
12. Indicate animal operation type and number: b D �
q i Ak
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 2,448
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
eeder Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultn
Gilts Other Non Laying Pullet
Other Layers y
���-`.�.4'4F�
1
c�iv yr� .�4��
APR ® 3 209
APR ®�? �� w 'awmin
I ,

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0372 Certificate Of Coverage Number: AWS310372
2. Facility Name: King&Sons Farm U,
3. Landowner's Name(same as on the Waste Management Plan): Preston Cumminks Kim,
4, Landowner's Mailing Address: 279 Wells Brothers Rd
City: Rose Hill State: NC Zip: 28458
' Mink,ne
Telephone Number: 910-282-9948 Ext. ,p E-mail: iov/Iceandnresk04@ et f
5. Facility's Physical Address: On n0�51' OF S g!9 q let oyp• •5 Mi �cs 'wzs� ` s"{ti✓ u►� � "
City: 90k, 0-1 11 State: Nc Zip:
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner): 1\ s aVYl e�
g, Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC Sm 4 1 R e�d
Jo ce. Reence•Kin9 18d-q,?q9
10. Operator Name(OIC): \ Phone No.: 910-19&--t d0 OIC#: 9x9mg—
11. Lessee's Name(if there is not a Lessee,write"None"): �ho�ne.
12. Indicate animal operation type and number: b' 09 SW 1 A.R
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 2,448
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
eeder i ' Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultr
Gilts Other Non Laying Pullet
Other Layers
APR 0 3 20f
APR U8201 �
Nff\.Y. Ypars&vw
{?u�l
8f�i�rations� �+
I • ,

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1 19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed bt_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,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1 19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed b% the owner and a certified technical stpecialist,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,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, 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.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: f/eShst G 4,1 y Title: 014)W-
Signature: _IT�yrl`�cL"t,-V7- Date:
Name: Title:
Signature: Dafe:-
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR .
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

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"imprisohment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: fresh i G 6 Title: OU)nIt " GM
Signature: 14-. G I43 777 Dater
Name: Title:
Signature: Dafe:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR .
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

�,w SrA1t o
ROY COOPER f
Govevtror
MICHAEL S.REGAN
secrerary
LINDA CULPEPPER NORTH CAROLINA
Dirretor r:nviranmental Quality
February 27,2019
Preston Cummings King
King&Sons Farm
279 Wells Brothers Rd
Rose Hill,NC 28458
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, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
at htto�y•//dea.nc g ov/about/ ivisions/water-resources/water-qualitv-rye_io_nal-rep or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In order to assure %our continued coverage under the State Non-DischWe Gpneral Permit ou must submit an applic t�ion for
Permit coverage to the Division Enclose you will f nd a "Renuest for Certificate of Coverave Facility Currently Covered b� an
Expiring State NonDischaar@e General Permit" The application form must be completed signed and returned-by April 3, 2019
Please note that youmust include one 1 copy of the a ifi d Animal Waste Management Plan '_VIP 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 NCGS 143-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
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 919-707-9100.
Sincerely,
d �`7
,If
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Wilmin t n Regional Office,Water Quality Regional Operations Section
Duplin County Soil and Water Conservation District
" + AFOG Section Central Files-A_WS310372
Murphy-Brown LLC
E, � North caro�rea Deyartrneeat of Environmental Quality I Dewisitna of water Rersosrces
� 512 N.Sabsbuiy St.l 1g36 Mail Service center i Raley,North Carotins 27699-1536
V +Sµ•�. 919.707 SWO

•:wsv+rF4�
ROY COOPER ti
Governor
MICHAELS.REGAN ."
secretary
LINDA CULPEPPER NORTH CAROLINA
Director Environmental Quality
February 27,2019
Preston Cummings King
King&Sons Farm
279 Wells Brothers Rd
Rose Hill,NC 28458
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, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
at bttps://de+Lnc.yov/about/divisions/water-resources/water-Livalit f-reeional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In order to assure ❑our continued oovera-e under the State Non-Dischame General Permits. you must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facilil} Currentlli Covered bN an
Expiring State Non-Discharge General Permit." The application form must be completed, signed and returned by April 3, 2012.
Please note that Nou 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 pace 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 NCGS 143-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
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 919-707-9100.
Sincerely,
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Wilmington Regional Office,Water Quality Regional Operations Section
Duplin County Soil and Water Conservation District
AFOG Section Central Files-AWS310372
Murohv-Brown LLC
Noah Gamins Depattff ent at EnVffco rental Quali[v I Davisioe of Water Resources
512 N.Salsbury St.I MG Mail Service Center I Ralej&,Nonh Carolina 27599-1536
'� 919.707.9WO

Re�•
Nutrient Management Plan For Animal Waste Utilization
09-09-2015
This plan has been prepared for: This plan has been developed by:
Knq � 9rRIrmae
Pres on Rang Farm Greer Moore
Preston ring Clear Run Farms Consulting Services
279 Wells Bother's Road PO Box 338
Rose Hill, NC 28458 Harrells, NC 28444
[phone] (910)385- 456
. '
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner[Manager/Producer Agreement
i(we)understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above.I have read and understand the-
Required Specifications concerning animal waste management that are included with
this plan.
Signature(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S.Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Rater Conservation Commission.
Plan Approved By: '�1} _� -
Technical Specialist Si Date
----------------------------------- ----------------
- -Pa -
- --------------
321294 Database Version 3.1
Date Printed: 09-09-2015 Cover Page 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index M Soil Series Crop Sequence RYE
PK 1 1437 1437 NIA Autryvitle Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
PK HW I &N 6.50 N/A Leon Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 3.0 Tons
PLAN TOTALS: 22.37 20s7
II Aare ttuarl,l eachin Techn c&Guidance
c 2 ow potential to contribute m soluble None
nutrient leaching below the root zone.
>=2Moderate potential to contribute to Nutrient Management(590)should be planned.
r 10 oluble 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(7781 and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
321284 Database version 3.1 Date Printed 9/9/2015
PCS Page 1 of 1
NOTE: Symbol*means user entered data

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
F
Swine Feeder.-Finish Lagoon Liquid waste generated 2,269,296 gals/year by a 2,448
animal Swine Finishing Lagoon Liquid operation.This production facility has waste
storagecapacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
5227
8976
9885
Irrigated 5681
Max Avail. ActuaIPAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs)* Applied(lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 5,691 5774 -93 2,306,184 -36,888
-----------------------------------------
Note: In source ID,S means standard source,U means user defined source.
*Max.Available PAN is calculated on the basis of the actual application metttod(s)identified in the plan for this source.
321294 Database Version 3.1 Date Printed: 09-09 2015 Source Page 1 of 1

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to'be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the.indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. OWN PA I ManureA Manure Manure Manure
Nutrient Nutrient Nutrlgpj pplied Applied Applied Applied
Req'd Applied Appbe4 (acre) (acre) (Field) (Field)
(lbslA) (ibs/A) (lbs/q)
Source Total v4p, Applic. Applic, 1000
Tract Field ID Soil Series Acres Acts Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
PK Y. S7 Autryvilie 1437 14.17 Small Grain Overseed 1.0 Tons 10/1,3131 50 0 0 Irrig. 90 19.97 0.00 287.00 0.0
PK t S7 Autryville 14.37 14.37 Hybrid Bermudograss Hay 5.5 Tons 3/1-9/30 269 0 0 Irrig, 209 1.07,45 0.00 1,544.05 0.00
PK HW S7 Leon 8.00 6,50 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 129.82 0.00
PK HW S7 eon 8.00 61S9 Hybrid Bermudagrass Hay 3.0 Tons 3/1-9/30 133 0 0 Irrig, F133 53.13 0.00 345.32 0.00
Total Applied,1000 gallons 2,306.18
Total Produced,1000 gallons 2,269.30 � x
Balance,1000 gallons -36.89
Total Applied,tons 0.0
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
W,
1�.
O
MO
32.1284 Database Version 3.1 Date Printed:9/9/2015 WUT Page 1 of 1

The Available Waste Storage Capacity table provides an estimate ofthe number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or bolding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. Ifthe available storage capacity is greater than the design storage
capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated.
Ifavailable storage capacity is negative,the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity-
--Available Wa,;te 'storage Catmeiry
Source Name Swine Feeder-Finish Lagoon Li uid Design Storage Ca acity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 69
1 2 54
1 3 67
1 4 67
1 5 97
1 6 128
1 7 158
1 8 157
1 9 157
1 10 139
1 11 122
1 12 98
*Available Storage Capacity is calculated as of the end of each month.
-- ------------------------------------------
- - - ---------------------------------
21284 Database Version 3.1 Date Printed: 09-09-2015 Capacity e I of 1

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system,you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
PK 1 Autryville O.60 1.0
PK HW Leon. 0.65 1.0
321284 Database Version 3.1 Date Printed 9/9/2015 IAF Page 1 of 1
NOTE: Symbol*means user entered data

The fallowing Lagoon.Sludge Nitrogen Utilization table provides an estimate ofthe number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source,the number ofanimals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatmentand application ofthe effluent. At
clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases,the
priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be
used for sludge application. If this is not possible,care should betaken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes,phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge-Standard
Corn 120 bu 150 13.16 30.69 6138 92.07
Hay 6 ton RY-E. 300 26.32 15.34 30.69 46.03
Soybean 40 bu 160 14.04 28.77 57.54 86.31
---------------------------------------------------- -------------------------------- -- ---------------
321284 Database Version 3.1 Date Printed: 09409-2015 Sludge Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff,drift,
manmade conveyances, direct application,or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
Z. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner,who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data,climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, MRCS 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).
----------------------------------------------------------------------------_.---------------------------------------------------------------------------------
321284 Database Version 3.1 Date Printed:9/9/2015 Specification Pane 1

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.
S. 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.
--------------------------- ------------------------------------------------------------------------------------------------------------------------------------
321294 Database Version 3.1 Date Printed:9/9/2015 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways,waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
15. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs,and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage,or discharge.
18. If animal production at the facility is to be suspended or terminated,the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc.,.should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre-plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
- - ------------------------------------------------- --------------- --------------------------------------------------------------------------
321284 Database Version 3.1 Date Printed:9/9/2015 Specification Page 3

22. Waste shall be tested within 50 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.
-----------------------------------------------------------------------------------------------------------------------------------------------------------------
321294 Database Version 3.1 Date Printed.9/9/2015 Specification Pane 4

Crop Notes
The following crop note applies to field(s):HW
Bermudagrass Coastal Plain,Mineral Soil,Poorly Drained to Somewhat Poorly Drained.
Adaptation:Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal.Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar.31_Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3'rows,spaced 2'to 3'in the row.Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly,so use at least 40 bu/ac in 1.5'to 2'rows spaced 1'to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July.For established stands apply 180 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 1
Bermudagrass Coastal Plain,Mineral Soil,Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar.31.Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3'rows,spaced 2'to 3' in the row.Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5'to 2'rows spaced 1'to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July.For established stands apply 180 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
------ ------------------------- --- ------------------------------------------ - - - --------------
321284 Database Version 3.1 Date Printed: 09-09-2015 Crop Note Page 1 of 2

The following crop note applies to field(s):IOW
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 501.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): I
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 tune.The remaining N should be applied during the months of February-March.
----------------------------------------- -
321284 Database Version 3.1 Date Printed: 09-09-2015 Crop Note Page 2 of 2

J
N
0
Wettable Acres Determination Cer i ica�©n
MName of Facility:___,�ef r� � j C`�'�c� nor
Facil ity Number:-
Orr uer(s)Name. {r @_1one No
:Q%9 -
Ph
Mailing.Address: g & {�
By signing this form,the facility owner and TeclmiCal Specialist acknowled a the co
Wettable Acres Determination. All neere g completion of lire
calculations were completed to conducts a Wet able Wettable
Determination. The facility's Waets ste
Utilization Plan has been amended as necessary to reflect actual wetted ael-eage. A copy of all
worksheets, calcul2dous, and other Wettmble Acres DeterMinatiorr documents, al on wim the
applicable Waste Utilization Plan and Wettable Acre Determination ;Certification will be filed with
the local Soil and Water Conservation District. A copy will also be kept on site with the Certified
Animal Waste Management Plan. Any future modifications must be approved by a tecbmical
specialist and filed%ith the Soil and Water Conservation District prior to implementation. If any
_ m_aciifcations o_th�existin&.a 9,tion system gr any new irrigation eqtggmeut was required --
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below.
Owner Name: QI'if-e- p W r�
Owner Signature: Date: ?-��
Tec mical Specialist Name: ~�1D t\`►
Technical Specialist Signature:
1f assisted by sm Irrigation Specialist or PrOfessiolkal Engineer please r-ad and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to MRCS Standards. Animal waste
application e0iiprnew has been installed according to MRCS Stand rds and is ready for use.
Irrigation Speaialist/PE Name:
Irrigation Specialist/PE Signature:__ Date:
Subunit this form to-.
Attn: Sonya Avant
Non-Discharge Compliance Unit
Division of Water Quality
1617 Mail Service Center
Raleigh,NC 27699-1617
WADC—7199

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Operator=.Jerre l l W Brown County : Dupl i n Date : 07/05/92
Distance to nearest residence (other than owner) : ?00. 0 feet
1. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs. - 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
2448 head (finishing only) x 135 lbs. _ 330480 lbs.
0 sows (farrow to wean) x 433 lbs. - 0 1 b s
0 head (wean to feeder) x 30 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 330480 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 330480 lbs. ` SSLW x Treatment Volume (CF) /lb. SSLW`
Treatment Volume (CF) /lb. SSLW= 1 CF/lb. SSLW
Volume = 330480 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet Not computed at landowner' s request
4. TOTAL DESIGN VOLUME Sludge will be removed as needed.
dam,. yyr
Inside top length 3:_0. 0 fee ;��Ins01 top width 240. 0 feet
Top of dike at_.' evat ion V50. 5 feet ;
Freeboard 2. 0 feet ; Side slop�s_��`'3. 0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 48. 5 feet
Bottom of lagoon elevation 39. 5 feet
Seasonal high water table elevation 44. 0 feet
Total design volume using prismoidal formula
-SS/END1 SS/END2 SS/SIDE1 SS/SIDE LENGTH WIDTH DEPTH
3. 0 3. 0 3. 0 3. 0 308. 0 228. 0 9. 0
AREA OF TOFF
LENGTH * WIDTH =
308. 0 226, 0 70224. 0 (AREA OF TOED
AREA OF BOTTOM
LENGTH * WIDTH =
254. 0 174. 0 44196. 0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
281. 0 201. 0 225924. 0 (AREA OF MIDSECTION 4)
CU. FT. = EAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DERTH/b
70224. 0 225924. 0 44196. 0 1. 5
lint l wv P"If= 1 AP MMI'l nv TMv nl n==TWy I Tnl1Tn 1 CI1CI - ci 'hci t !-+11 M-r

5D. Volume of E5 year — 24 hour- storm
Volume = 7. 5 inches / 12' inches per foot DA
Volume = 48000. 0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 80705 cubic feet
5B. 0 cubic feet
5C. 44800 cubic feet
5D. 48000 cubic feet
TOTAL 173505 cubic feet
6. SUMMARY
Total required volume 503985 cubic feet
Total design volume avail. 510516 cubic feet
Min. req. treatment volume plus sludge accumulation 330480 cubic fe
et
At elev. 45. 8 feet ; Volume is 332397 cubic feet tend pumping)
Total design volum-e,_less 25yr-24hr storm is 46E516 cubic feet
At elev. 47. 8 feet ; Volume is 462143 cubic feet (start pumping)
Seasonal high water table elevation 44. 0 feet '{�,�
7. DESIGNED BY: APPROVED BY: '� �r J e
DATE: DATE: S'L
k
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
t
i
u`

�. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Lengths * Width =
�;.CA. 0 240. 0 76800. 0 square feet
Buildings (roof and lot water)
Lengthy * Width =
0. 0 LA. 0 D. 0 square feet
TOTAL DA 76800. 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0. 00136
Volume = 330480 Lbs. SSLW * CF of Waste/Lb. /Day 180 days
Volume = 80705 cubic feet
B. 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
SC. 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 = 44800. 0 cubic feet

r
f�--:l United states Sod: } ! Department of Conservation
,t- Agriculture Service
OPERATOR: Sorre-ll W' 13rr�..r
Please review the attached plan and specifications carefully. Retain
this plan for your use and records_ It is strongly recommended that you,
your contractor, -and Soil Conservation Service personnel are in agreement
as to how the waste lagoon is to be constructed. The Soil Conservation
Service personnel will meet with all concerned parties and walk over the
site to explain all flags and markings. It is important that everyone
understand what is expected so that final construction meets plans and
specification and the job can be certified' -for payment (if cost-sharing
is involved).
The pad dimensions and grades are the best estimate. The BUILDER or
CONTRACTOR is RESPONSIBLE for final layout and design of the pads. The
Soil Conservation Service personnel will assist in a limited capacity,
as its major concern is the proper design and construction of the waste
treatment Tagaon.
a
The actual amount of material required for pads and'dam may vary from the
estimates_ The design wil'1 attempt to balance cuts and fills as close as
possible. If additional material is required after construction is complete
on the lagoon, the -contractor and owner will negotiate on the price and
location of borrow area.
NOTE: Design Requirement: SI0,5-/6 cu.ft. _ /o'gOS' cu.yds.
Estimate of Excavation: cu.ft. = 19439 cu.yds.
Estimate of Pad & Dike: cu.ft. _ .113'lg? cu.yds.
�( 1.0 Ration
Job Class _ Q -f 0--92
Date
Designed By rj,, � �� nrcr
Dame
Design Approval C
Name
Date
ex cert;;.e d'e- fv GWf /Oad -1QJ.
,Plot,' /°a ofPf,>x G.S"-fit az lore hed,
The Saa Conservation Service
is an agency of the
Oeaartment of Agneutture

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T r, J+O R � 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 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.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
�] Q Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
u 13B .0200.
® Rendering at a rendering plant licensed under G.S. 106-168.7
® ® Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division(attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
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).
j� Mass Mortality Plan
J"—J 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/ManagerY Date
imhLx 2- b-:-lq
Signature of Technical Specialist Date

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

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

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

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. if technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
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.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment(due to warmer weather).
5_ It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater-
6- Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural time at the rate of 9 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0-
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment_ Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
4

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

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

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

S �
PHONE NUMBERS
DIVISION OF WATER QUALITY(DWQ) l IJ 'll .I
EMERGENCY MANAGEMENT SERVICES (EMS) �---- - --
SOIL AND WATER CONSERVATION DISTRICT(SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (MRCS) ID -
COOPERATIVE EXTENSION SERVICE (CES) 16""MOL
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site_ You should not wait until wastes reach surface wat rS Or
leave your property to consider that you have a problem. You should make every
effort
to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
tape.
1. Stop the release of wastes. Depending on the situation,this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a) Add soil to berm to increase elevation of darn.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B_ Runoff from waste application field-actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s)that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses,solid separators-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house,flush systems,or solid separators.
E. Leakage from base or sidewall of lagoon. often this is seepage as opposed to flowing leaks -
possibie action: ible
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a subrne s
pump,and pump back to lagoon.
b) If holes are caused by burrowing animals,trap or remove animals and fill holes and
compact with a clay type soil.
S

c) Have a professional evaluate the condition of the side walls and the lagoon bottom as 5°0°
as possible_
2. Assess the extent of the spill and note any obvious damages-
a- Did the waste reach surface waters?
b_ Approximately how much was released and for what duration?
c. Any damage notes,such as employee injury,fish kills,or property damage?
d_ Did the spill leave the property?
e_ Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a_ During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number. [phone]. Your phone call should include: your name,facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b_ If the spill leaves property or enters surface waters, call local EMS phone number_
c. instruct EMS to contact local Health Department.
d_ Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice/technical assistance phone number-
4- If none of-the above works call 911 or the Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you-
5- Contact the contractor of your choice to begin re`paiirr or problem to minimize offsite damage.
a_ Contractors Name: W �'1 ` IdA
b_ Contractors Address: ?;, -J H-ck I Vti r�1 AIrd f
c. Contractors Phone: r c-
6_ Contact the technical specialist who certified the lagoon(NRCS, Consulting Engineer,etc.)
a- Name: illy[
b. Phone: _
7_ Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage,repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
9

{
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids 0<1 Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
{ ) Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids i}K Maintain lagoons,settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30%of surface.
Excessive Decaying vegetation(V)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage 1K Design,operate and maintain feed systems(e.g..
bunkers and troughs)to minimize the accumulation
of decaying wastage.
Clean up spillage on a routine basis(e.g.7-10 day
interval during summer,15-30 day interval during winter).
Feed Storage Accumulation of feed )4 Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment(e.g.,covered bin for
brewer's grain and similar high moisture grain
products).
44 Inspect for and remove or break up accumulated.
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal (j Biminafe low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
t f disturbance by animals is minimal.
Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(.e.inspect for and remove or break up accumulated
solids as needed).
MIC—November 11,1996
10

Dry Manure Handling Accumulations of animal (}Remove spillage on a routine basis(e.g.7-10 day -
Systems wastes intevvai during summer,15-30 days interval duri V
winter)where manure is loaded for land aPPtication
or disposal.
N 0 Provide for adequate drainage around manure stoc kPW
()Inspect for and remove or break up accumulated wastes
in titer strips around stD Rites and manure hamrac9
areas as needed-
The issues checked { j pertain to this operation. The landowner/ integrator agrees to
use sound judgment in applying insect control measures as practical.
!certify the aforementioned insect control Best Management Practices have been
reviewed with me.
!hln. : -
(Lando 'ner Signature)
For more inforrnation contact the Cooperative Extension Service, Department of Entomology, Sax
7613,North Carolina State University, Raleigh, NC 27695-7613.
AMiC- November 11, 1996

SNNE FARM WASTE MANAGEMENT ODOR CONTROL. CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production Y Vegetative or ad buffers:
()Wecommended best management
practices;
(Good judgment and common sense
Animal body Dirty manure ry floors
surfaces covered animals
Floor surfaces Wet manure-covered (,'.)Slotted floors;
floors ( Waterers located over slotted floors;
Feeders at high end of solid floors;
( ' crape manure buildup from floors;
( Underfloor ventilation for drying
Manure collection Urine (KIFrequent manure removal by flush,pit
pits recharge or scrape
Partial microbial (Underfloor ventilation
decomposition
Ventilation Volab7e gases )Fan maintenance;
exhaust fans Dust (Efficient air movement
Indoor surfaces Dust �,)Washdown between groups of animals
t )Feed additives;
( )Feeder covers;
({)Feed delivery downspout extenders to
feeder covers
Flush Tanks Agitation of recycled( )Flush tank covers
lagoon liquid while tanks Extend fill tines to near bottom of tanks
are filling with anti-siphon vents
------------
Flush alleys Agitation during waste XUnderfloor flush with underfloor
water conveyance ventilation
Pit recharge Agitation of recycled()Extend recharge lines to near bottom of
points lagoon liquid while pits pits with an6-siphon vents
are filling
Lift stations Agitation during sump ( )Sump tank covers - ---
tank filling and drawdown
Outside drain Agitation during waste ( )Box Covers
collection or water conveyance
junction boxes
End of drain Agration during vdaste ( )Extend discharge Point of pipes
pipes at lagoon water undemeath lagoon liquid level
Lagoon surfaces Volatile gas emissions tg, roper lagoon liquid capacity -- —
Biological muting (-ACorrect lagoon startup procedures
Agitation ()Minimum surface area-to-volume ratio
( inimum agitation when pumping
(}Mechanical aeration
( )Proven biological additives
Irrigation sprinkler High pressure agitation (7Utrrigate on dry days with little or no wind
inimum recommended operation pressure
nozzles Word draft Mpump intake near lagoon liquid surface
( )Pump from second-stage lagoon
AMOC--November 11,1996
12

Storage tank or Partial microbial ( )Bottom or midlevel loading
basin surface decomposition Mixing while ( )Tank covers
filling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants'
Settling basin Partial microbial decom- �( )Extend drainpipe outlets undemeath liquid
surface position Mixing while filling level
Agitation when emptying ( )Remove settled solids regularly
Manure,slurry or Agitation when spreading ( )Soil injection of slurry/sludges
sludge spreader Volatile gas emissions ( )Wash residual manure from spreader after use
outlets ( )Proven biological additives or oxidants
Dead animals Carcass decomposition (4Proper disposition of carcasses
Dead animal Carcass decomposition ( )Complete covering of carcasses in burial pits
disposal pits ( )Proper location/construction of disposal pits
Incinerators Incomplete combustion ( )Secondary stack bumers
Standing water improper drainage X)Farm access road maintenance
around facilities Microbial decomposition of away from facilities
organic matter
Manure tracked Poorly maintained access KIFarm access road maintenance
onto public roads roads
from farm access
Additional Information: Available From:
Swine Manure Management 0200 Rule/BMP Packet NCSU County Extension Center
Swine Production Farm Potential Odor Sources and Remedies,EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure ManagementPit Recharge—Lagoon Treatment EBAE 128-88NCSU-BAE
Swine Production Facility Manure ManagementUnderfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings;PIH-33 NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual NC Porte Producers Assoc
Options for Managing Odor;a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Ries;PR0101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain-to this operation. The landowner/ integrator agrees to
use sound judgment in applying odor control measures as practical.
I certiiffy the aforementioned odor control Best Management Practices have been
reviewed with me.
— undo er Signature)
13

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Nutrient Management Plan For Animal Waste Utilization
09-09-2015
This plan has been prepared for: This plan has been developed by:
K, i �
Pres on King Farm Greer Moore
Preston King Clear Run Farms Consulting,Services
279 Wells Bother s Road PO Box 338
Rose Hill, NC 28458 Harrells, NC 28444
[phone] (910)385 456
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I(we)understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above.I have read and understand the-
Required Specifications concerning animal waste management that are included with
this plan.
02-15
Signature(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S.Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: Jp _��-
Technical Specialist Signature Date
----------------------------
----------------------------- ---
___
- --------------------------------
321294
Database Version 3.1 Date Printed: 09-09-2015 Cover Page 1

The table shown below provides a summary of the crops or rotations included in this plan for each field.. Realistic
Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Arm Index(U) Soil Series Crop Sequence RYE
PK 1 1437 1437 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Be rmudagrass Hay 5.5 Tons
PK Hw 8. 6.50 N/A Leon Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 3.0 Tons
PLAN TOTALS: 2237 20.87
Iel 1'nte#tul.. h07 Technical Guidance
Low potential to contribute to soluble None
2 nutrient leaching below the root zone.
>=2Moderate potential to contribute to Nutrient Management(590)should be planned.
<-10 •oluble nutrient leaching below the root
zone.
1 I igh 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(7781 and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
321284 Database Version 3.1 Date Printed 9MO15
PCs Page 1 of 1
NOTE: Symbol*means user entered data.

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizes is not included in this plan.
S7 Swine Feeder-Finish Lagoon Liquid waste generated 2,269,296 gals/year by a 2,448
animal Swine Finishing Lagoon Liquid operation.This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 5227
Incorporated 8976
Injected 9885
Irrigated 5681
Max Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(ibs)* Applied(ibs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 5,681 5774 -93 2,306,184 76,888
------------------------------------
Note: In source ID,S means standard source,U means user defined source.
*Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
321284 Database Version 3.1 Date Printed: 09-09 2015 Source Page I of 1

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation,
Waste Utilization Table Year I
Nitrogen Comm Res, MaWure Liquid Solid Liquid Solid
PA Fert, (dbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrippr pplied Applied Applied Applied
Req'd Applied AppRC4 (acre) (acre) (Field) (Field)
(Ibs/A) (lbs/A)
Source Total Uep, Applic, Appliic. 1000
Tract Field ID Soil Series Acres Acroq Crop RYE Perjp.d N N N Method N gal/A Tons 1000 gals tons
PK 1 S7 Autryville 14.37 1447 Small Grain Overseed 1.0 Tons 10/1,1/31 50 0 0 Irrig. 50 19.97 0,00 287.00 0.00
pr 1 S7 Autryville 14.37 14,17 Hybrid Bermudagrass Hay 5.5 Tons 3/1.9130 269 0 0 Irrig. 209 1.07.45 0.0 1,544.05 0.00
PK HW S7 Leon 8.00 6,50 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig, 50 19.97 0.00 129.82 0.0
PK HW S7 Leon 8.00 6,�Hybrid agrass Hay 3.0 Tons 3/1-9/30 133TO 0 Irrig, �33 53.13 0.00 345.32 0.00
Total,4pplied,1000 gallons 2,306.18
Total Produced,1000 gallons 2,269 30 .
Balance,1000 gallons 136.89 r a
Total Applied,tons 0.0
Total Produced,tons 0.0
Balance,tons 0.0
Notes: 1. In the tract column,—symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
c
Cn
�s
o �
@.4 N is o
cc
ce-
321284 Database Version 3.1 Date Printed:9/9/2015 WUT Page 1 of 1

The Available Waste Storage Capacity table provides an estimate ofthe number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated.
Ifavailable storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste e Canacity
Source Name Swine Feeder-Finish Lgggqn Liquid Design Storage Capacity(pays)
Start Date 9f 1 180
Plan Year Month Available Storage Capacity(Days)
1 1 69
1 2 54
1 3 67
1 4 67
1 5 97
1 6 128
1 7 158
1 8 157
1 9 157
1 10 139
1 11 122
1 12 98
*Available Storage Capacity is calculated as of the end of each month.
------------------------------------------- ------------------------------------ -- -------------------- - ---_-- ---
321284 Database Version 3.1 Date Printed: 09-09-2015 Capacity Page 1 of 1

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system,you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Application Rabe Application Amount
Tract Field Soil Series (inches/hour) (inches)
PK I Autryville 0.60 1.0
PK HW Leon 1 0.65 1.0
321284 Database Version 3.1 Date Printed 9/9/2015 IAF Page I of I
NOTE: Symbol*means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source,the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent- At
clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases,the
priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application_ Ideally,effluent spray fields should not be
used for sludge application. If this is not possible,care should betaken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes,phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PAN Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge-Standard
Corn 120 bu 150 13.16 30.69 6138 92.07
Hay 6 ton RY.E. 300 26.32 15.34 30.69 46.03
Soybean 40 bu 160 14.04 28.77 57.54 96.31
----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
321284 Database Version 3.1 Date Printed- 09-09-2015 Sludge Page I of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application,or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner,who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data,climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393-Filter Strips).
5. Odors can be reduced by injecting the waste or by disldng 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).
--------------------- - --- -------------------------------------- --.-------------------------- ------ -- -
321284 Database Version 3.1 Date Printed:9f9/2015 Specification Pa-ge 1

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 #lies.
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
brealdng 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.
----------------- ---------- - -- -------- -------- ---- - - -- -
321294 Database Version 3.1 Date Printed:9/9/2015 Specification Pape 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways,waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species,etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc.,_should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre-plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
----------------------------------------------------------------------------------------------------------------------------------------------------------------
321284 Database Version 3.1 Date Printed:9/9/2015 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate-determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5)years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
----------------------------- ---- --- ----------------------------------------------------------------------------------
321284 Database Version 3.1 Date Printed:9/9/2015 Specification Page 4

Crop Notes
The following crop note applies to field(s):HW
Bermudagrass Coastal Plain,Mineral Soil,Poorly Drained to Somewhat Poorly Drained.
Adaptation:Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar.31.Cover sprigs 1"to 3"
deep(1.5"optimal).Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows,spaced 2'to 3' in the row.Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5'to 2'rows spaced P to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac.Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July.For established stands apply 180 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): I
Bermudagrass Coastal Plain,Mineral Soil,Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar.3 1.Cover sprigs 1"to 3"
deep(1.5"optimal).Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at.least 10 bu/ac in 3'rows,spaced 2'to 3' in the row.Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly,so use at least 40 bu/ac in 1.5'to 2' rows spaced 1'to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July.For established stands apply 180 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
--------------------------------------------------------------------
321284 Database Version 3.1 Date Printed: 09-09-2015 Crop Note Page 1 of 2

The following crop note applies to field(s):HW
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 1-1 112 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): I
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 bushelstacre and
rye at 1-1 1/2 bushelslacre.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 Ibs/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.
---------------------------------------------------------------------------------------------------------------------------------------------------------------
321284 Database Version 3.1 Date Printed: 09-09-2015 Crop Note Page 2 of 2

1
Wettable Aches Determination Cerfi ic_atlon
- - — "-Name of Facility. ^��C t*� �� � c� n I aa.Y
Facility Number-,,-37D
Ow uer(s)Name: {rf- Phone No:
Mailing.Address: 9 S t-a
4QS:e. - k k IAC. Q56 4 5%
By signing this form6 the facility owner and Tecnical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste
Utilization Plan has been amended as necessary to reflect actual wetted ac-reage. A c
of all
worksheets, calculations, and other Wettable Acres Determination documents, alonwith the
applicable Waste Utilization Plan and Wettable Acre Determination Certificatio n will be filed with
the local Soil and Water conservation District. A copy will also be kept on site with the Certified
Animal Waste Management P#aa. Any future modifications must be approved by a techWcal
specialist and filed%ith the Soil and Water Conservation District prior to implementation. If any
-- _ m_odifcations zo the existing gation system or any new irndgationequipment was required to,
adequately address the waste management needs of this facii M an litigation Specialist or
Professional Engineer has certified the design and installation below.
{owner Name: P—IrC-e-�� p� r1
Owner Signature: Date; Z
Technical Specialist Name:_-- o t�► �.1� , mot v.
Technical Specialist Si tttre: Date-
If assisted by an Irrigation Speciatlist or Professional Engineer please rrad and sign beloiw
Animmal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to MRCS Standards. Animal waste
application equipment has been installed according to NRCS Standards and is ready for use.
Irrigation SpecialistIPE Name:
Inigation SpeciaiistRE Signature:_ Date:
Submit this form to:
Attn: Sonya Avant
Non-Discharge Compliance Unit
Division of Water Quality
1617 Mail Service Center
Raleigh,NC 27699-1617
WADC-7/99

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)perator=:Jerre11 W Brown County : DI_►p1in Date: 07/05/92
)1stan_e to nearest residence (other than owner) : e00. 0 feet
i . STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. - 0 lbs
2448 head (finishing only) x 135 lbs. 330480 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. - k lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 330480 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 330480 lbs. ` SSLW x Treatment Vole►me (CF) /lb. SSLW`
Treatment Volume (CF) /lb. SSLW= 1 CF/lb. SSLW
Volume = 330480 cubic feet
5. STORAGE VOLUME FOR SLUDGE ACCUMULATION
r
Volume = 0. 0 cubic feet! Not computed at landowner' s request
�`� � Sludge will be removed as needed.
4. TOTAL DESIGN VOLUME �y, .
Inside top lengthk 3 2 0. 0 fee ; Inside, top width 240. 0 feet
Top of dike at aevation 450. 5 feet j
Freeboard 2. 0 feet ; Side slopna---- 3. 0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 48. 5 feet
Bottom of lagoon elevation 39. 5 feet
Seasonal high water table elevation 44. 0 feet
Total design volume using pr ismoidal formula
-SS/ENDi SS/ENDL SS/SIDE1 SS/SIDED LENGTH WIDTH DEPTH
.3. 0 3. 0 3. 0 3. 0 308. 0 228. 0 9. 0
AREA OF TOP
LENGTH * WIDTH =
308. 0 228. 0 70224. 0 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
254. 0 174. 0 44196. 0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
281. 0 201. 0 885924. 0 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) * AREA BOTTOM] * DEPTH/6
70224. 0 225924. 0 44196. 0 1. 5
I In1 I fnmmnm nv TnTnl Tl=T"y I T n"T n I M"MI - r,-

;D. Volume of 25 year - 24 hoer storm
Volume = 7. 5 inches / 12 inches per foot # DA
Volume = 48000. 0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 80705 cubic feet
5B. 0 cubic feet
5C. 44800 cubic feet
5D. 48000 Cubic feet
TOTAL 173505 Cubic feet
_ . SUMMARY
Total required volume 503985 cubic feet
Total design volume avail. 510516 cubic feet
Mire. req. treatment volume plus sludge accumulation 330480 cubic fe
et
At elev. 45. 8 feet ; Volume is 332397 cubic feet (end pumping)
Total design volume.-Jess E5yr-24hr storm is 462516 cubic feet
At elev. 47. 8 feet ; Volume is 462143 cubic feet (start pumping)
Seasonal high water table elevation 44. 0 feet
7. DESIGNED BY.- APPROVED BY: '� a n `n,�- ,
r
DATE: DATE:
(VOTE: SEE ATTACHED WASTE UTILIZATION PLAN � � 0
C

;. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
320. 0 240. 0 7680 . 0 square feet
Buildings (roof and lot water)
Length * Width =
0. 141 ka. 0 0. 0 square feet
TOTAL DA 76800. 0 square feet
Design temporary storage period to be 180 days.
:jA. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0. 00136
Volume = 330480 Lbs. SSLW * CF of Waste/Lb. /Day 180 days
Volume = 80705 cubic feet
'-,B. 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 = 44800. 0 cubic feet

" United States Soil
�
Department of Conservation .
Agriculture Service
OPERATOR: W. h}r�wr
Please review the attached plan and specifications carefully. Retain
this plan for your use and records. It is strongly recommended that you,
your contractor, and Soil Conservation Service personnel are in agreement
as to how the waste lagoon is to be constructed. The Soil Conservation
Service personnel will meet with all concerned parties and walk over the
site to explain all flags and markings. It is important that everyone
understand what is expected so that final construction meets plans and
specification and the job can be certified for payment (if cost-sharing
is involved).
The pad dimensions and grades are the best estimate. The BUILDER or
CONTRACTOR is RESPONSIBLE for final layout and design of the pads. The
Soil Conservation Service personnel will assist in a limited capacity,
as its major concern is the proper design and construction of the waste
treatment racoon.
t
The actual amount of material required for pads and'dam may vary from the
estimates_ The design will attempt to balance cuts and fills as close as
possible_ if additional material is required after construction is complete
on the lagoon, the -contractor and owner will negotiate on the price and
location of borrow area.
NOTE: Design Requirement: S/0s-j cu.ft. _ legoe- cu.yds.
Estimate of Excavation: cu.ft. _ /94 ,3 cu.yds.
Estimate of Pad S Dike: cu.ft. = 113�cu.yds.
�( " : /.D Ration
Job Class
Date
Designed By eV
I` U Sc7-
ame
Design Approval C
Name
2)-�
Date
ex cessr✓e d"e- -fo f pre'- pad -r"'I1.
Fill a-( �cer, f'c<< "f
P�`� pad ajuP­;x 6•S y`t a,, d��yn�. � l
/� The Sod Conservation Service
Vh an agency of the
`v Deoartment of Agncvfture

Jerre.// )3y-OCAl7p7
12efl- 7—OP15) /j
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Pr.e.s-tt � R kice, k4Acs
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
D ❑ 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.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
O Landfill at municipal solid waste facility permitted by NC DBQ under GS 15A NCAC
13B .0200.
® Rendering at a rendering plant licensed under G.S. 106-168.7.
® F� Complete incineration according to 02 NCAC 52C.0102.
® ® A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division(attach copy of permit). if compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
® 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 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/Manage Date
CL6 � - 3-Z 6-:_0
Signature of Technical Specialist Date

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

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear
tends to reduce operating pressure and flow. With continued use, nozzle wear results in
an increase in the nozzle opening which will increase the discharge rate while
decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the design
will alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for .drift, and accelerates wear of the sprinkler nozzle.
Clogging of nozzles can result in pressure increase- Plugged intakes or crystallization of
mainlines will reduce operating pressure. Operating below design pressure greatly
reduces the coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area_ Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout
the application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On
a windless day, variation between containers of more than 34 percent is cause for
concern. You should contact your irrigation dealer or technical specialist for assistance-
'Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
1

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

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

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. if your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins,taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment(due to warmer weather),
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater,
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural time at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0-
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
4

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

SVWNE FARM WASTE MANAGEMENTODOR CONTROL CHECKLIST
Source Cause BMP's to Minknize Odor site specific Practices
Farmstead Swine production bf Vegetative or wooded buffers:
(`Recommended best management
practices;
(Good judgment and common sense
Animal body Dirty manure ry floors -- - - —
surfaces covered animals
Floor surfaces Wet manure-covered Slotted floors;
floors ( Waterers located over slotted floors;
Feeders at high end of solid floors;
( ' crape manure buildup from floors;
( Underfloor ventilation for drying
Manure collection Urine KiFrequent manure removal by flush,pit
pits recharge or scrape
Partial microbial (Underfloor ventilation
decomposition
1 Fan maintenance;
Ventilation Volotile gases }
exhaust fans Dust (Efficient air movement
Indoor surfaces Dust f�)Washdown between groups of animals
t )Feed additives;
( )Feeder covers;
()Feed delivery downspout extenders to
feeder covers
Flush Tanks Agitation of recycled( )Flush tank covers - - —
lagoon fiquid while tanks (Extend fill fines to near bottom of tanks
are filling with anti-siphon vents
Flush alleys Agitation during waste NUnderfioor flush with underfloor
wager conveyanm ventilation
Pit recharge Agitation of recycled()Extend recharge lines to near bottom of
points lagoon liquid while pits pits with anti siphon vents
are filling
Lift stations Agitation during sump ( )Sump tank covers
tank flli'mg and drawdown
Outside drain Agitation during waste ( )Box.Covers
collection or water conveyance
junction boxes
End of drain Agitation during waste ( )Extend discharge point of pipes
pipes at lagoon water underneath lagoon liquid level
lagoon surfaces Volatile gas emissions fiC;Proper lagoon liquid capacity
Biological mixing (.jConect lagoon startup procedures
Agitation ()Minimum surface areaFto-volume ratio
rinimum agitation when pumping
))Mechanical aeration
( )Proven biological additives
irrigation sprin& Nigh pressure agitation (tUlrrigate on dry days with litfla or no wind
nozzles Wind draft KNlinimum recommended operation pressure
Pump intake near lagoon liquid surface
{ )Pump from second-stage lagoon
AMOC-November 11,19g6 -- — -
I2

J
Storage tank or Partial microbial ( )Bottom or midlevel loading
basin surface decomposition Mixing while ( )Tank covers
filling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin Partial microbial decom- ( )Extend drainpipe outlets underneath liquid
surface position Mixing while filling level
Agitation.when emptying ( )Remove settled solids regularly
Manure,slung or Agitation when spreading ( )Soil injection of slurry/sludges
sludge spreader Volatile gas emissions ( )Wash residual manure from spreader after use
outlets ( )Proven biological additives or oxidants
Dead animals Carcass decomposition (Proper disposition of carcasses
Dead animal Carcass decomposition ( )Complete covering of carcasses in burial pits
disposal pits ( )Proper location!construction of disposal pits
Incinerators Incomplete combustion ( )Secondary stack burners
Standing water improper drainage lx)Farm access road maintenance
around facilities Microbial decomposition of away from facilities
organic matter
Manure tracked Poorly maintained access XiFarm access road maintenance
onto public roads roads
from farm access
Additional Information: Available From:
Swine Manure Management 0200 Rule!BMP Packet NCSU County Extension Center
Swine Production Farm Potential Odor Sources and Remedies,EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure ManagementPit Recharge—Lagoon TreatmentEBAE128-88NCSU-BAE
Swine Production Facility Manure ManagementUnderfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Managementfor Livestock Manure Treatment and Storage; EBAE103-83NGSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings;PIH-33 NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual NC Pork Producers Assoc
Options for Managing Odor,a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concerns in Animal Manure Management Odors and Flies;PR0101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain-to this operation. The landowner/ integrator agrees to
use sound judgment in applying odor control measures as practical_
I certify the aforementioned odor control Best Management Practices have been
reviewed with me.
(Lando er Signature)
13

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause SMP's to Minimize Odor Site Specific Practices Y
(Liquid Systems)
Flush Gutters Accumulation of solids (xi Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
( ) Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids t1G Maintain lagoons,settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6.8 inches over more than
30%of surface-
Excessive Decaying vegetation(✓)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundments perimeter.
(Dry Systems) - — -
Feeders Feed Spillage K Design,operate and maintain feed systems(e.g..
bunkers and troughs)to minimize the accumulation
of decaying wastage.
K Clean up spillage on a routine basis(e.g.7-10 day
interval during summer,15-30 day interval during winter),
Feed Storage Accumulation of feed ? Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment(e.g.,covered bin for
brewer's grain and similar high moisture grain
products).
44 Inspect for and remove or break up accumulated_
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal {) Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
t disturbance by animals is minimal.
PIA A () Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e.inspect for and remove or break up accumulated
solids as needed),
MIC—November 11,1996
10

Dry Manure Handling Accumulations of animal ()Remove spillage on a routine basis(e.g.7-10 day -~-
Systems wastes interval during summer,1"0 days interval during
winter)where manure is loaded for land application
or{)provide
ro�sar adequate drainage around manure stodcples
{)Inspect for and ncnove or break up accum dated wastes
in alter strips around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner i integrator agrees to
use sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
(Lando 'ner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, gox
7613,North Carolina State University, Raleigh, NC 27695-7613.
AMIC—November 11, 1996
it

w
EMERGENCY ACTOON PLAN
PRONE NUMBERS
DIVISION OF WATER QUALITY(DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS) �1�-------
SOIL AND WATER CONSERVATION DISTRICT(SWCD) � 'a
NATURAL RESOURCES CONSERVATION SERVICE(NRCS) ?tD- to
COOPERATIVE EXTENSION SERVICE (CES)
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site, You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort
to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility_ The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation,this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all-flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
6_ Runoff from waste application field-actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s)that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems,houses,solid separators-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house,flush systems,or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action: Bible
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a subme�
pump,and pump back to lagoon.
b) If holes are caused by burrowing animals,trap or remove animals and fill holes and
compact with a clay type soil.

The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the Mind direction and other conditions
which could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure-
Types of failures include leakage through the bottom or sides, overtopping, and breach
of the darn. Assuming proper design and construction, the owner has the responsibility
for ensuring structure safety. Items which may lead to lagoon failures include:
O Modification of the lagoon structure — an example is the placement of a pipe in the
dam without proper design and construction. (Consult an expert in lagoon design
before placing any pipes in dams.)
O Lagoon liquid levels—high levels are a safety risk.
e Failure to inspect and maintain the dam.
e Excess surface water flowing into the lagoon.
9 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.

c) Have a professional evaluate the condition of the side walls and the lagoon bottom as ScOo
as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released arid for what duration?
c. Any damage notes,such as employee injury,fish kills,or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name,facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice/technical assistance phone number.
4. If none of.the above works call 911 or the Sheriffs Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5_ Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name:
b. Contractors Address: a b LA Inn s W, t �'
c. Contractors Phone:
6_ Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer,etc.)
a. Name: i 1{ Ou 5 S 01
b. Phone:
7. implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage,repair the system,and reassess the waste management plan to keep
problems with release of wastes from happening again.
9