820330_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: 82-0330 Certificate Of Coverage Number:
2. Facility Name: Gainey Swine Farm
3. Landowner's Name (same as on the Waste Management Plan): Christopher_ Date Gainey
4. Landowner's Mailing Address: 44$ i0& a ooel Ft""�M i I �•/#
City: --glimfig R051PID State: NC
Telephone Number: 910-990-7925 Ext. E-mail:
5• Facility's Physical Address: 200 Farm Tree Ln
City: Clinton State: N
6. County where Facility is located: Sampson
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): Christopher Dale Gainey Phone No.: 910-990-7925
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Wean to Feeder 9,922
O eration Types.
Swine
Cattle
Dry Poultry
Wean to Finish
Dairy Calf
Non Laying Chickens
Wean to Feeder
Dairy Heifer
Laying Chickens
Farrow to Finish
Milk Cow
Pullets
Feeder to Finish
Dry Cow
Turkeys
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultry.
Gilts
Other
Non Laying Pullet
Other
Layers
AWS820330
-mil
Zip: EffHRP6"3
Zip: 28328
OIC #: 988058
Other TVpe.j
Horses - Horses
Horses - Other
Sheep - Sheep
Sheep- Other

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
U
15 i4'
C1(A
r
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:
�Thar'most recent Waste Utilization Plan (WUP), signed b the owner and a certified technical sipecialist, containing:
f The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
Jry A map of every field used For land application ((or example: irrigation map)
/ The soil series present on every land application field
8. The crops grown on every land application field
The Realistic Yield Expectation (RYE) for every crop shown in the WUP
The maximum PAN to be applied to every land application field
The waste application windows for every crop utilized in the WUP
The required MRCS Standard specifications
/Alssite map/schematic
3. Emergency Action Plan
4e**' Insect Control Checklist with chosen best management practices noted
dor Control Checklist with chosen best :management practices noted
ortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7yol 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 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing 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: Title: "" v
Signature: Date: !
Name:
Signature:
Name:
Signature:
Title:
Date:
Title:
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

WASTE UTILIZATION PLAN
Thursday, Mere-"-,-t 98 Azl� �� �� 10
Producer: Christopher Gainey
Farm Name: Gainey Swine 82-330
1783 Rabbit St
Clinton,NC 28328
Telephone # : [phone]
Type of Operation : Wean to Feeder Swine
Number of Animals: 9922 pigs design capacity
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1 of 9

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
9922 pigs X .4 tons waste/pigs/year = 3968.8 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
9922 pigs X .48 Ibs PAN/pigs/year = 4762.56 PAN/year
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT FIELD
SOIL TYPE &CLASS -
DETERMINING PHASE
11028
NORFOLK 0-2❑/❑
11028
NORFOLK 0-2❑/❑
12650
NORFOLK 0-2❑/❑
12650 — 1
NORFOLK 0-2❑J❑
12650 3
FACEVILLE 2-5❑Ia
12650 - 3
FACEVILLE 2-5❑/❑
CROP
YIELD
LBS AW COMM
ACRES
LBS AW APPLIC.
CODE
N/ACRE N/ACRE
USED
TIME
BH
6.1
305
0'
3.51
10675
MAR-OCT
SG
1
50
0!
3.5+1
175
5EP-MAY
BH
6.1
305
0'
11.63I
3547.15
MAR-OCT
SG
1
50
0
11.63;
581.5
5EP-MAY
BP
4,5
225
0
2.45
551.25
MAR-OCT
SG
1
50
0-
2.45
122.5
SEP•MAY
TOTALS:
6044.9
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2 of 9

TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE CROP
BH HYBRID BERMUDAGRASS-HAY
BP HYBRID BERMUDAGRASS-PASTURE
SG SMALL GRAIN OVERSEEDED
UNITS
LBS N/UNIT
TONS
50
TONS
50
AC
50
Page 3 of 9

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
ABLE. I 17.581 6,045
TOTALS: 17.5& 6,045
AMOUNT OF N PRODUCED: 4,763
'BALANCE -1,282
*** This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due to equipment limitations. Actual total acres in
the fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 754.072 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5,92 months. In no instance should the volume of
waste being stored in your structure be within 1.6 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
APPLICATION APPLICATION
TRACT
FIELD SOIL TYPE
CROP
RATE (in/hr) AMT (inches)
11028
NORFOLK 0-2%
SG
I 0.50 ' 1
11028
NORFOLK 0-2%
BH
f 050 '1
12650
NORFOLK 0-2%
SG
0.50 1
12650
NORFOLK 0-2%
BH
i 050 *1
12650
FACEVILLE 2-5%
SG
0.40 3
12650
FACEVILLE 2-5%
BP
}
0.40 {
* This is the maximum application amount allowed for the soil assuming the amount of
nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 4 of 9

NARRATIVE OF OPERATION
This is the same plan as executed in June 1995, placed on the current format. Field 1, tract
11028 and field 3 tract 12650 are for aerway application. Acreage determined from an
irrigation design completed on 2-21-05 and updated on 2-25-2010 by Swain Consulting
Service.
Page 5 of 9

ROY COOPER
Gowermor
MICHAEL S. REGAN
secrermy
LINDA CULPEPPER
oftv"ar
NORTH CAROLINA
FnvlronmentWl Quallry
February 27, 2019
Christopher Dale Gainey
Gainey Swine Farm
1783 Rabbit St
Clinton, NC 28328-0413
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 https://deq,nc.gov/aboutfdivisions/water-resources/water-.quality-repional_operaLionstafo or by writing or calling:
NCDEQ-D WR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under the State Non -Discharge General Permits. you must submit an application for
permit coverage to the Division. Enclosed you will find a "Request For ..Certificate of Coverage Facility Cunently Covered by an
Expiring State Nan-Dischar a General Permit." The application Form must be completed si ed and retumed by April 3. 2019.
Please note that you must include one (D 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 pgge 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): FayettevillC Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820330
Murphy -Brown I LC
Plank Csro'arts 1)epsrtment of frturonmeyeta Quad tp I 04usa n of Water Resources
512 N. Swsbufy St 1 1636 Mai Sowoe Center I Rs,a;gh, Nardi Csro0m& 27699-1636
919.707 9000

PLANS & SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climate conditions, and level of
management, unless there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no greater
than 10 tons per acre per year and appropriate filter strips will be used where runoff leaves
the field. These filter strips will be in addition to "Buffers" required by DEM. (See FOTG
Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the
waste may be broadcast provided the application does not occur during a season prone to
flooding. (See "Weather and Climate in North Carolina" in the NRCS Technical Reference -
Environment file for guidance.)
*7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control conditions
conducive to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
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.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with
a high potential for leaching. Waste nutrient loading rates on these soils 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 a crop on bare soil.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following:
the outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other that an irrigation ditch or canal. Animal waste
Page 6 of 9

other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
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 landownwer.
14. Waste shall be applied in a manner not to reach other property and public right - of ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application 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.). If needed, special vegetation shall be
provided for these areas and 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. Lagoon 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 as a preemergence with no other 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 fpr waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. 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 for
optimum crop production amd maintained. Soil and waste analysis records shall be kept for
five (5) years. Poultry dry waste application records shall be maintained for three (3) years.
Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
* Liquid Systems
Page 7 of 9

NAME OF FARM: Gainey Swine 82-330
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: Christopher Gainey
a
SIGNATURE:
NAME OF MANAGER (if different from owner):
DATE: '-07 Z2.'
please print
SIGNATURE:
DATE:
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: P/ / r /]-T2j
ADDRESS (AGENCY): l a 1J � ,�—e7
Clinton, NC 28328
S2_' 9t) Iro
SIGNATURE:4'"T0DATE:
Page 9 of 9

LEGEND
r
rr
SPRAYDIA. PATTERN
--•—•-- •— NEW 6" CL200 PVC LINE yVaa
0 NEW HYDRANT
THRUST BLOCK
AIR VENT
t GROUND ENTRY
WOODS LINE i
r
----------TRAVEL LANE N o
- --•--• DITCH, SURFACE WATER 0 G
- - FIELD BORDER ~� £ � N
PATH so+
BUFFER OR SETBACK rig.. "-' ` r 'g3 t ; 20 N
r 111 _
s°zy% �.—.�—.—_,..—_,.,.�.�:�
r_--',
100
NOTES:
1. IRRIGATION LAYOUT BASED ON NEW MAPPING BY DESIGNER USING SUBMETER
CAPABIUTTY GPS ✓ OUIPAIENT.
2. LAYOUT AND SPACING EASED ON I.OB' RING OPERATED 0 50 psi. AND USING
9(7t OF MFR'S . PERFORMANCE DATA, EFFECTIVE WE7ED OtAa257'. LANE SPACING
- 2DO' FOR 71IX LANE. SPACING ((7�OA of TGhle wetted dim).
3. NAIL TRAVEL LENGTH - 900' eAS�0 ON REEL HOSE LENGTH OF 93O'.
4. OPERATOR MUST MANAGE APPLICATIONS TO REMAIN 1N ACTIVE CROP AREAS.
NO LAND APPUICA70N DURING RAINFALL, FROZEN GROUND. OR WIND > 5 mph.

EFFECTIVE WETTABLE ACREAGE FOR
RUSSELL PARKER IRRIGATION LAYOUT
PULL
TYPE
PULL
LENGTH
EFFECTIVE
WIDTH
MIDDLE
ACRES
START
END
TOTAL FIELD TOTALS
PER PULL
Al
NE75
768.0
200.0
200.0
3.53
2.92
0.37
0.37
0.31
0.00
4.21
3.29
131
N175
635.0
B2
N175
147.0
200.0
0.67
0.37
0.00
1.04
C1
INE75
1 470.01
134.0
1.451
0.22
0.15
1.82
C2
INE75
1 131.01
200.0
0.601
0.37
0.31
1.28
TOTAL IRRIGATED: 11.63 ACRES
Field 2 Tanker 2.45
TOTAL ACRES: 14.08 ACRES
NOTES: 1. PULL LENGTHS TAKEN FROM DRAWING BASED ON GPS GENERATED MAP.
2. WETTED ACREAGE FOR START ENDS AND STOP ENDS ARE TAKEN FROM CAWMP WETTED ACREAGE
FOR NEW SYSTEM TABLES FOR 75% SPACING (200- LANE SPACING, 257- WETTED DIA. USING NELSON SR150
GUN W/ 1.08" RING NOZZLE @ 50 psi, AND USING 90% OF MFR WETTED DIA).
3. OPERATOR MUST TAKE PRECAUTIONS AND OBSERVE IRRIGATION EVENTS TO PREVENT RUNOFF FROM
OVERAPPLICATION, SPRAY DRIFT, ETC. APPLICATION SHOULD NOT OCCUR IN OVER 5 mph WINDS
OR ON FROZEN OR SATURATED SOILS.
4. OPERATOR MUST VERIFY REQUIRED SETBACKS AND MARK TRAVELER LANES TO ENSURE ACCURATE APPL.
5. TRAVEL LANES MUST BE LOCATED AND INSTALLATION CERTIFIED BY DESIGNER OR
CERTIFIED IRRIGATION DESIGNER.
6. SYSTEM SHOULD BE CALIBRATED AND OPERATED TO DESIGN SPECIFICATIONS, OR DESIGN MUST BE
MODIFIED TO ACCOMMODATE CHANGES.
CALCULATIONS BY:
Signed Date

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', .+ �� .• l :1 rr� " ( .. �. � •,,�firr -;'. � ;.. i v
.#_.'r'7�- •� a P yr; .[ '�tiS. � ..
;' �r� fir. � �"` , • . •�� ` i ' 1, r . � ,
,�. � tire. • � f• ' .• . ; .: � • � V t t r��
� _r>`;{rr._�: i : ��` -= 1 : i• r• L, Sri . `

f.
14
Aqi
'Isy

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) ! � 0 3 U74
EMERGENCY MANAGEMENT SERVICES (EMS) 1 1
SOIL AND WATER CONSERVATION DISTRICT (SWCD) r
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTENSION SERVICE (CES) d
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.
B. Runoff from waste application field -actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.

c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
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?
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 Ibegin repair or problem to minimize offsite damage.
a. Contractors Name: 1�M It
b. Contractors Address:
c . Contractors Phone:
Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name:
b. Phone: C- 1 U C q D qq q
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.

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Liquid Systems
Flush Gutters • AccumuIation of solids AN Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
O Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids IN 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 Vegetative s Decaying vegetation ® Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
Dry Systems
Feeders . Feed Spillage ■ Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
Feed Storage • Accumulations of feed residues
Of Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
during winter).
13 Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
O Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
AMIC -November 11, 1996, Page I

Source Cause BMPs to Control Insects Site Sl reffiic Practices
Animal Holding Areas • Accumuladons of w inial wastes O Eliminate low areas that trap inuislure along
and feed wastage fences and other locations where waste
accumulates and disturbance by animals is
minimal. ,
O 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).
Dry Manure I land] iag Accumulations of animal wastes O Remove spillage on a routine basis (e.g., 7 - 10
Systems day interval during summer; 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
Cl Provide for adequate drainage around manure
stockpiles.
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina Slate University,
Raleigh, NC, 27695-7613.
AMIC - November 11, 1996, Page 2

r
Swine Farm Waste Management Odor Control Checklist
Source _
Cause
111%11,5 to Minimize Odor Site Specific Practices
Farmstead
Swine production
O
Vegelative or wooded buffers;
P9
Recommended best management practices;
Q1
Good judgment and common sense
Animal body surfaces
Dirty manure -covered animals
m
Dry floors
Floor surfaces
Wet manure_ -covered floors
0
Slowed (loots;
91
Waterers located over sloped floors;
0
Feeders at high end of solid floors;
Cl
Scrape manure buildup from floors;
(7
Underfloor ventilation for drying
Manure collection pits
• Urine;
NJ
Frequent manure removal by flush, pit recharge,
• Partial microbial decomposilion
or scrape;
Underfloor ventilation
• Volatile gases;
91
Fan maintenance;
Ventilation exhaust fats
Dust
lfll
Efficient air movement
4Indoor surfaces
Dust
m
Washdown between groups of animals;
IM
Feed additives;
O
Feeder covers;
O
Feed delivery downspout extenders to feeder
covers _ —
I:Itish tanks
a Agitation of recycled lagoosi
O
Flush tank covers;
liquid while tanks are filling
Cl
Extend fill lines to near bottom of tanks with
anti -siphon
Flush alleys
Agitation during wastewater
sllll
Underfloor (lush with underfloor ventilation
Ili( recharge points ■
Lift stations •
Outside drain collection •
or junction boxes
conveyance
Agitation of recycled lagoon
liquid while pits are filling
Agitation during smnp lank
filling and drawdown
Agitation during wastewater
conveyance
O Extend recharge lines to near bouoni of pits
wilh anti -siphon vents
O Sump lank covers
El Box covers
s
AMOC - November 11, 1996, Page 3

Source
1 outlets
Cnuse
IIMPs to Milli1111Ze Odor Site Specific Practices
Cud of drablpipcs at
&
Agitatlun during wastewater
• 0'
Cxlcnd discharge poiul of pipes undcnleath
lagoon
conveyance
lagoon liquid level
Lagoon surfaces
0
Volatile gas emissions;
0
Proper lagoon liquid capacity;
■
Biological mixing;
❑
Collect lagoon slailup procedures;
•
Agitation
❑
Minimum surface area-lo-volume ratio;
0
Minimum agitation whcn.punlping;
Cl
Mechanical aeration;
❑
Proven biological additives
Irrigation sprinkler
I1igh pressure agitation;
®
Irrigate on dry days with little or no wind;
nozzles
Wind drift
U
Minimum tccolm ended opctaling pressure;
0
Pump iulake near lagoon liquid surface;
❑
Pump from second -stage lagoon
Storage tank or basin
•
Partial microbial decomposition;
❑
Uollom or midlevel loading;
surface
Mixillwhile filling; 6 b;
❑
'I'rlrlk covers;
■
Agitation when emptying
❑
Basin surface mats of solids;
❑
Proven biological additives or oxidants
Settling basin surface
0
Partial microbial dccotnposilion;
❑
Exlend drainpipe oullcls undculcalh liquid
•
Mixing while filling;
level;
•
Agitation when emptying
❑
Remove settled solids regularly
Manurc, slurry or sludge
•
Agitation when spreading;
Cl
Soil injccliun uFslulry/sludges;
•�dcr
sI rc.
Volatile gas emissions
❑
CI
Wash Icsidual manure Flom spreader afler use;
Proven biological additives or oxidants
Uncovered manure,
Volallle gas crllissimis while
❑
Soil injccliun of slurry/sludges
slum, or sludge on field
drying
❑
Soil incolpulaliurl vvilhiu 48 Ills.;
surfaces
r
Cl
Spread in thin tmil'urnl layers For rapid drying;
❑
Proven biological additives or oxidauls
Dcad animals
« Carcass dccomposiliuu
m
Ihoper disposiliou of carcasses
Dcad annual disposal 9 Carcass decomposition
pits ❑
hlcineral irs « Incoulplcle combustion ❑
Coolplele cuming of carcasses ill burial Ails;
Ihoper lucaliun/consitnuiou of disposal pits
Secondary stack bunlcts
I
AMOC - November 11, 1996, Page 4

C:In Snrritlr Practices
Source
Standing water around
facilities
Cause
Improper drainage;
Microbial decomposition of
organic matter
Manure tracked onto • Poorly maintained access
d f n farm
JIMI's to Minimme "our
CI Grade and landscape such drat water drains
away from facilities
O I-arin access road maintenance
public roa s rot
access - -- — -, - — — —
Additional Information :
Swine Manure Mattagenretrl ; 0200 Itulc113MP Packet
Swine Production Farm Potential Odor Sources and ltenredies ; L•BA1: fact Sheet
Swine Production Facility Manure Management: Pit Recilarge - Lagoon Treatment ; EBAE 128-88
Swine Production Facility Manure Management: Underfloor flush - Lagoon 'treatment ; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storagc ; EBAE. 103-83
Calibration of Manure and Wastewater Application Equipment ; L"•13AE Fact Sheet
Controlling Odors from Swine Buildings ; Pill-33
Environmental Assurance Program ; NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies ; P1tO107, 1995 Conference Proceedings
AMOC - November 11, 1996, Page 5
Available Frxrr :
NCSU, Counly Extension Center
NCSU - HAE
NCSU - DAE
NCSU - 13AE
NCSIJ - DAL,
NCSU - BAE
NCSU - Swine Extension
NC fork Producers Assoc
NCSU Agri Connrrunicalions
Florida Cooperalive Extension

Version —November 26, 2018
Mortality Management Methods
Indicate which n7ethod(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
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.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
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.
El 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/Manager Date
146-5e- lz-Lea�_ 3/),/1(1
Signature of Technical Specialist
Date

Operator:
RUSSELL PARKER County:
SAMPSON
Distance
to nearest residence (other
than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0
sows (farrow to finish)
x 1417
lbs.
0
sows (farrow to feeder)
x 522
lbs.
0
head (finishing only)
x 135
lbs.
0
sows (farrow to wean)
x 433
lbs,
9922
head (wean to feeder)
x 30
lbs.
Describe
other :
Date: 06/02/05
750.0 feet
0 lbs
0 lbs
0 lbs
0 lbs
297660 lbs
0
IULcl Average Live Weignt =
297660 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 297660 lbs, ALW x Treatment Volume(CF)/lb, ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb, ALW
Volume = 297660 cubic feet
3, STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) --- ------ ------------ 301.5
Inside top width (feet)---------------------- 189,0
Top of dike elevation (feet)----------------- 49.9
Bottom of lagoon elevation (feet)-------------- 37,0
Freeboard (feet)---------------------------- 1,0
Side slopes (inside lagoon)------------------ 3.0
1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH
DEPTH
3.0 3.0 3.0 3.0 295.5 183.0
11.9
AREA OF TOP
LENGTH * WIDTH =
295.5 183.0 54077 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
224.1 111.6 25010 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
259.8 147.3 153074 (AREA OF MIDSECTION *
4)
CU, FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] *
DEPTH/6
54076.5 153074.2 25009.6
2.0
Total Designed Volume Available =
460451 CU. FT.
5. TEMPORARY STORAGE REQUIRED

DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
301.5 189.0 56983.5 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 56983.5 square feet
Design temporary storage per:riod to b e 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 297660 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 543726 gals, or 72690.6 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that 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 = 33240.4 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 33240.4 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 72691 cubic feet
5B, 0 cubic feet
5C. 33240 cubic feet
5D. 33240 cubic feet
TOTAL 139171 cubic feet

6. SUMMARY
Temporary storage period____________________>
180
days
Rainfall in excess of evaporation=====______>
7.0
inches
25 year - 24 hour rainfall__________________>
7.0
inches
Freeboard___________________________________>
1.0
feet
Side slopes_________________________________>
3.0
: 1
Inside top length___________________________>
301.5
feet
Inside top width____________________________>
189.0
feet
Top of dike elevation_______________________>
49.9
feet
Bottom of lagoon elevation__________________>
37.0
feet
Total required volume_______________________>
436831
cu,
ft.
Actual design volume________________________>
460451
cu.
ft,
Seasonal high watertable elevation (SHWT)===>
41.0
feet
Stop pumping elev.__________________________>
46.0
feet
Must be > or = to the SHWT elev.====______>
41.0
feet
Must be > or = to min. req, treatment el.=>
43.0
feet
Required minimum treatment volume=====______>
297660
cu.
ft,
Volume at stop pumping elevation=====_______>
317253
cu.
ft,
Start pumping elev._________________________>
48.2
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
427211
cu.
ft,
Volume at start pumping elevation=====______>
423297
cu.
ft.
Required volume to be pumped________________>
105931
cu.
ft.
Actual volume planned to be pumped=====_____>
106043
cu.
ft,
Min. thickness of soil liwhequired==>
1.9
feet
7. DESIGNED BY; V` PPROVED BY:
DATE: (� -� �� DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLANS
COMMENTS: /2- ` 6 -4K,. � GC-x,1�
is
W
W

OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available
in the lagoon for future wet periods. In the late summer / early fall the lagoon should be pumped
down to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made
to maintain the lagoon close to the 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 -- look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

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

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

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

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

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