310476_Application_20240321

DECEIVED
."` M4
ROY COOPER �f I. w E)Eomwft
Governor .69
Central OyCe ELIZABETH S.BISER
Secretary
RICHARD E.ROGERS,JR. NORTH CAROLINA
Director Environmental Quality
February 12,2024
R Greg Brown
Greg Brown 1&2
352 Cool Springs Rd
Magnolia,NC 28453
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2024. In order to ensure your continued coverage under the State Non-Discharge General
Permits,you must submit an application for hermit coverage to the Division of Water Resources(DWR)by April 3,2024.
Enclosed you will find a "Request for Certificate of Coverage for Facility Currently Covered by an Expiring State
Non-Discharge General Permit."The application form must be completed, signed by the Permittee,and returned to the DWR b\
Anril 3,2024.
Mailing Address: NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699 1636
Email:animal.operationslg_deq.nc. ov
phone:[phone]
Please note that you must include one (1) coov of the Certified Animal Waste Manaeement Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NC G.S. § 143-215.1
and could result in assessments of civil penalties of up to$25,000 per day.
Copies of the animal waste operation State Non-Discharge General Permits are available at
www.deg.nc.gov/animalpermits2024.General permits can be requested by writing to the address above.
If you have any questions about the State Non-Discharge General Permits,the enclosed application,or any related matter please
feel free to contact the Animal Feeding Operations Branch staff at 919-707-9129.
Sincerely,
A;
-f
Michael Pjetraj,Deputy Director
Division of Water Resources
Enclosures: Request for Certificate of Coverage for Facility Currently Covered by an Expiring State Non-Discharge
General Permit
North CareliusDegarlmentoflurboumentalQudity MisionofWAterResourm
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919.7679129

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 Pennit
On September 30, 2024,the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore,all applications
must be received by the Division of Water Resources by no later than April 3,2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee
1. Certificate Of Coverage Number: AWS310476
2. Facility Name: Greg Brown 1&2
3. Permittee's Name(same as on the Waste Management Plan): R Grec Brown
4. Permittee's Mailing Address: I�Jl C`Cr✓+ e-
City: Ma nolia State: NC Zip: 28453
Telephone Number: 910-290-0845 Ext. E-mail: farmchoice wcenturvlink.com
5. Facility's Physical Address: 799 Stockinghead Rd
City: Rose Hill State: NC Zip: 28458
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner): Derek Brown
8. Farm Manager's telephone number(include area code): 910-271-1305 Ext.
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Gregory Bret Brown Phone No.: 910-271-2522 OIC#: 1001512
11. Lessee's Name(if there is not a Lessee,write"None"): None,
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Wean to Finish 1,479
Operation Types:
Swine Cattle Dry Poultry Other Tvaes
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area 'Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
#1(OLD) Lagoon 5/l/1977 Unknown 150,019.00 18,000.00 19.50
#2(NEW) Lagoon 8/19/1996 Full,clay 141,183.00 24,750.00 19.50
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10C(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed b% the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2.A site map/schematic
3.Emergency Action Plan
4.Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6.Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7.Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may be
applicable to your facility.
8.Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list,please include the additional components with your submittal.
(e.g.composting,digesters,solids separators,sludge drying system,waste transfers,etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C.Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation):
11
Name(Print): �,r� Title: _ W rier l/y1anaq elr
Signature: &nzz l r Ry-ow V 1 Date: oS I�r0 11�q
Name(Print): Title:
Signature: _ Date:
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636

Murphy-Brown, LLC 9115/2016. :: MP Hwy 24 Wes# __... .
P:O: eox 866_ . .
Warsaar; NC-28398:
NUTRIENT UTILIZi4TtO PLC :: =
Grower(s): : R.Greg Brown
Farm.Name: Greg'Brown 1:&2,AWS314}476
County.
Du lin
Farm Ca aci
Farrow=to Wean
Farrow.to Feeder
Far row to finish
Wean to-Finish `,1479
.Feeder t6-rInish :
Storage:Structure: Anaerobic Lagoon
Storage Period: days:
Application Method: Irrigation: .
The waste.from youranimal facility must be land applied-ataspecifi id rate to prevent"pollution
Of surface water and/or groundwater:. The plant nutrientsin the animal wasteshould'be_used
to reduce the.amount of commercial fertilizer required;for.the.crops in tfie fields:Where the waste.
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient.:Wasteahouid be analyzed
before.each application cycle. Annual soil tests are strori :eneburaged so That all Plant
nutrients can be balanced far realistic yields of the:crop to'be grown.
Several factors are important in implementing
p g your wasfe utdiiation plan in order to maximize _
,f.e fertilizer value of the waste niito ensure a.ifis appfiec�ln:an environmentally safe manner: Y
1: Always apply waste based.on the needs:of:the crop to be grown andthe nutrient
content of:the waste: Do not apply more nitrogen than the crop can;utilize:
2. -Soil types-are important as they have different infiltration rates,leaching potentials,
cation exchange:capacities,and available water holding capacities.
3. Normally waste:shall be applied to land eroding at less than 5 tons per-acre per
year. Waste may be applied:to-land eroding at 5 or more tons per acre annually,but
less-than 10 tons per acre per year providing that adequate-filter strips are established.
4. Do not apply.waste-on saturated soils,.when it is raining,:or when the surface is-frozen.
Either of'these conditions may resultin runoff to:`surface.Waters-Which is not allowed
under'DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production.and to:reduce the potential
for pollution,the waste should be applied to a growing crop or applied not.more than
30 days-pdorto planting a crop or forages brei king'dormancy: Injecting the waste or
disking will conserve nutrients and reduce odor problems.
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This plan is based on the waste application method shown above. _If you choose to change
methods in the future,you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated.acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. in some cases you may want to have plant analysis made,which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan,ff carried out,meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons,ft3,tons,etc:):
Ca aci Type Waste Produced per Animal Total
Farrow to Wean 3212 gavyr gayyr
Farrow to Feeder 4016 gallyr gaWr
Farrow to Finish 10586 gatfyr gallyr
1479 Wean to Finish M gallyr 1,147,704 gW
Feeder to Finish 966 r gallyr
Total 1,14 ,704 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (ibs):
Capacity ape Nitrogen Produced per Animal Total
Farrow to Wean SA lbslyr Ibsfyr
Farrow to Feeder 6.5 Ibsfyr Ib*r
FarrowAo_Finish 26Absh: Ibstyr
1479 Wean to Finish 1.94 ibslyr 2,869 Ibslyr
f
--Feeder to Finish 2.3 lb r ibW Total
2,869 lbsfyr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste In a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 22.53
Total N Required lot Year: 3913.0126
Total N Required 2nd Year. 0
Average Annual Nitrogen Requirement of Crops: 3,913.01
Total Nitrogen Produced by Famt: 2,s$9.26
Nitrogen Balance for Crops: (1,043.75)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size.
soil characteristics,and uptake rate for each crop in the specified crop rotation schedule for this
faciTty.
2 of 11

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This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future,regulations may require farmers in some parts of North Carolina.to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields(i.e.smelt grain,etc,interseeded in bemmude),forage must be removed
through grazing,hay,and/or silage. Where grazing,plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain,etc,is to be removed.for_hay or silage,care
should be exercised not to let small grain reach maturity,especially late in the season(i.e.
April or May). Shading may result if small grain gets too high and this will definatelyinterfere
with stand of bermudagress. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation,you are encouraged to cut the small grain eadler. You may want to
consider harvesting hay or silage two to three times during the season,depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain,etc,is late September or early October. Drilling is
recommended over broadcasting.. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop Lbs N utilized/unit yield
A Barley 1.6 Ibs N/bushel
13 Hy d Bermudagrass-Graze 50 Ibs N/ton
C Hybrid Bermudagrass-Hay 50 Ibs N/ton
D Corn-Grain 1.25 Ibs N/bushel
E Com-Silage 12 Ibs N/ton
F Cotton 0.12 Ibs N/Ibs lint
G Fescue-Grazed 50 Ibs N/ton
H Fescue-Hay 50 lbs N/ton
I oats 1.3 Ibs N/bushel
J Rye 2.4 Ibs N/bushel
K Small Grain-Grazed 50 ibs N/acre
L Small Grain-Hay 50 Ibs N/acre
M Grain Sorghum 2.5 Ibs N/cwt
N Wheat 2.41bs N/bushel
O Soybean 4.0 Ibs N/bushel
P Pine Trees 40 Ibs N/acre/yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers,filter strips along ditches,odd areas unable to be irrigated,and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may,and most likely will be,more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4of11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications, PANtyNanimal Farm TotaVyr
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
1479 Wean to Finish 0.29 428.91
__Feeder to Finish_ 0.36
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 428.91 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years,you will have approximately 2144.55 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre,you will need 7 acreas of land. If you apply the sludge
to oom at a rate of 125 pounds per acre,you will need 17.1564 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
AMW utilization rates will vary with soil type,crop,and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
gatian--appgcatiomrate-should-not-exc�t�intake-mt�ofl wil-gt- a time-o imgation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content,soil
structure,soil texture,water droplet size,and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
if surface Irrigation is the method of land application for this plan,it is the responsibility of the
producer and Irrigation designer to ensure that an Irrigation system is installed to properly
Irrigate the acres shown In the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
*This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations,the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for>180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 26 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
S of 11

Application Rate Guide
The following is provided as a guide far establishing application rates and amounts.
Soil Application Rate Application Amount
Tract Hydrant Type Crop in/hr *inches
T4284 1 Re B 0.4 1 ---
T4284 2A Ra B 0.4 1
T4284 2B Re a 0.4 1
T4284 3 Re G 0.4 1
T4284 4 Re G 0.4 1
T4284 5 Re G 0.4 9
6of11

Additional Comments:
This plan revised to reflect a change in animal type from Feeder-Finish to
Wean-Finish.All other parameters remained the same as in the previous
NuMent Management Plan writtan by W.G.Simmons and dated 6/18/2005
7of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Greg Brown 9&2;AWS310476
Owner. R.Greg Brown
Manager:
Owner/Manager Agreement:
Uwe understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. Itwe know that any expansion to the existing design capacity
of the waste treatment and/or storage system,or construction of new facilities,will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
Uwe understand that I must own or have access to equipment, primarily irrigation equipment,
to sand apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
In the event of a 25 year 24 hour storm. I also certify that the waste will be applIed on the land
according to this plan at-the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and.at the office of the local Soil and Water
Conservation District-and will be available for review by NCDWQ upon request
Name of Facility Owner: R.Greg Brown
Signature: � , � �-� 9-15-16
— --- Date
Name of Manager(if different from owner):
Signature:
Date
Name of Technical Specialist: M.Kevin Weston
Affiliation: Murphy-Brown,LLC.
Address: 2822 Hwy 24 West,PO Drawer 856
Warsaw,NC 28398
Telephone• [phone]
Signature: �i• , �ls/oi�
Date
8of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1 Animal waste shall not .reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable.proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
.owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving crop type, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic
crop yields based upon soil type, available moisture, historical data, climatic conditions,
and level of management, unless there are regulatlons that restrict the rate of applications
for other nutrients.
4 Animal-waste-shalLbe-applied-to-land-eroding less-than-5-tons-per-ac per year.—Waste
maybe applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre de year provided grass filter drips are installed where runoff leaves the field
See USDA, MRCS Field Office Technical Guide Standard 393-1=titer Strips).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of dditfrom the land application Feld.
S When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland.When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
7 Liquid waste shall be applied at rates not to exceed the sail infiltration rate such that runoff
does not occur offsite or to surface waters and. in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and
flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
9 of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
90 Nutrients from waste shall not be applied in fait or winter for spring planted.crops on soils
with a high potential for leaching. Wastafnutrient 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.
1 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 fans shall be at least 50 feet from any residential property
boundary and canal.Animal waste, other than swine waste from facilities sited on or after
October 1, 1995,shall not be applied closer than 25 feet to perennial waters.
12 Animal waste shall not be applied closer-than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shalt not be discharged into surface waters, drainageways, or wetlands by
discharge or by over-spraying. Animal waste may be applied to prior converted cropland
provided the fields have been approved as a land application site by.a 'technical
specialist°. Animal waste shall not be applied on grassed waterways that discharge
directly into water courses, and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities,showers,toilets, sinks, etc., shall
not be discharged into the animal waste management system.
10of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
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.'Berns 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, creels, 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-cro"eason.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage(pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shalt be tested at least annually
at crop sites.where waste products are applied. Nitrogen shall be the rate-determining
nutrient, unless other.restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate.Zinc and copper levels in
the soil shall be monitored and alternative crop sites shall be used when these metals
approach excessive levels..pH shall be adjusted and maintained for optimum crop
production. Soil and waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a minimum of three years. _
Waste application records tor all other waste shall be maintained for a minimum of five
years.
23 Dead animals will be disposed of in a.manner that meets North Carolina regulations.
11 of 11

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�-- E':�ERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY(DWQ) [phone]
EMERGENCY MANAGEMENT SERVICES (EMS) [phone]
801L AND.WATER CONSERVATION DISTRICT(SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) (910)29.6-�2160
COOPERATIVE EXTENSION SERVICE(CES) [phone]
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.
I 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 catchall 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
I soon as possible.
i
I 12112/2007

-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, and 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 undertaken 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--aWthe person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Brown LLC
b. Contractors Address: P.O.Box 856'Warsaw-NC 28398
c. Contractors Phone: [phone]
6• Contact the technical specialist who certified the lagoon(NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: [phone]
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
2
12112 2007

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Version—November 26,2018
Mortality s`%aanagement �`;v�1�.Ahods
Indicate which methods)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
IJ 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 wafter table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 16A NCAC
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-mpke-possible— --
UI 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.
_-- - 1 -3!-I9-
Signature of Farm Owner/Manager Date
3- Zte r(9
Signature of Technical Specialist Date

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SHEET I OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
-------------
---------------------------------------------
FOUNDATION PREPARATION:
-------------- ---------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be. made of all .debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
---------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and. elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
Will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction -will be considered adequate when fill material is observed
to consolidate e tothe_point__that---settlement-is--not--readily---detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS- SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 1D acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 ft.
-----------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS -SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.
B00101140033

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous. lift
shall be scarified and moistened. as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is. the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using -some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS �y
Boo1011 a0034

When tile drains are encountered, the tile will be removed to a minimum
-�. of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.
B00101140035

Operator:GGreeg Brown #5942, County: Dupli Date: 08/19/96
f .z5- b.-W14A s� E
Distance to nearest residence (other than ower) : 1500.0 fe
et
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs.
0 sows (farrow to feeder) x 522 lbs. 0 lbs
640 head (finishing only) x 135 lbs. _ 0 lbs
0 sows (farrow to wean) x 433 lbs. _ 86400 lbs
0 head (wean to feeder) x 30 lbs. 0 lbs
Describe other : - 0 lbs
0
Total Average Live Weight = 86400 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 86400 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment VOlume(CF) /lb. ALW = 1 CF/lb. ALW
1 Volume 86400 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feetAlo
TOTAL DESIGNED VOLUME
Inside top length (feet) ---------------------
Inside top width (feet) ---------------------- .0
Top- of dike elevation (feet)----------------- 48.7
Bottom of lagoon elevation (feet) ------------ 38.7
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 TH T ; DEPTH
E.EN
3.0 3.0 3.0 3 . 0 15 1.0 14
N. 9.0
AREA OF TOP
LENGTH * WIDTH =
159.0 144.0 22896 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
105.0 90.0 9450 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
132...0 117.0 61776 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
22896.0 61776.0 9450. 0 1.5

Total Designed Volume Available = 141183 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
165.0 150.0 24750.0 square feet
1' Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 24750,0 square feet
Design temporary storage period to be 180 days.
M. Volume of waste produced
Feces & urine production in gal./day per- 135 lb. ALW 1.37
Volume = 86400 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
Volume = 157824 gals. or 21099.5 cubic feet
M 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
Volume = 0.0 cubic feet per CF
^. 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 Ln. * DA / 12 inches per fool
Volume 14437..5 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 15468.8 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 21099 cubic feet
5B. 0 cubic feet
5C. 14438 cubic feet
5D. 15469 cubic feet
TOTAL 51006 cubic feet
�. SUMMARY B00101140039
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7.0 inches
25 year . 2�4 hour rainfall===============_==> 7.5 inches pox
Freeboard—_--__=___________________ 1.0 feet•
Side slopes=====_=________________________> 3.0 : 1
Inside top length===________________________> 165.0 feet
Inside top width____________________________> 150.0 feet
Top of dike elevation=______________________> 48.7 feet
Bottom of lagoon elevation=====_===========> 38.7 feet
Total required volume===____________________> 137406 cu. ft.
Actual design volume________________________>. 141183 cu. ft.
Seasonal high watertable elevation (SHWT)===> 45.0 feet
Stop pumping elev.===---_____________________> 45.1 feet
Must be > or = to the SHWT elev.==========> 45.0 feet
Must. be > or = to min: req. treatment el.=> 44.7 feet
Required minimum treatment volume------_====> 86400 cu. ft.
Volume at -stop pumping elevation============> 87587 cu. ft.

start pumping elev -. -= 47.0 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.-. 24 hr. rainfall==> 125714 cu. ft.
Volume at start pumping elevation======____-
> 135537 cu. ft.
Required volume to be pumped=______________> 557 cu. ft.
Actual volume planned to be pumped=======__=>
Min. of soil liner when re uired==> 381.5 fe ft.
q 1.5 feet
7. DESIGNED B7-*ckn-ss
� `^ APPROVED BY:
DATE:'/���`I-�?�
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
.COMMENTS!:
77�i5

g SEAL
16415
7. DESIGNED BY: See- re via APPROVED BY:
SAL r_� S Q
DATE:
1 X& MyDA TE. - `� � �r�eaoeoeee�°
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
�eA:es l��c,S�i�- l.- -„v "`"•�S� ffi "' ,s G:.�+..e:{� 7`e.<.{a._ .2.-�.,
4V
. J �
*Note: Engineering approval is for minimum design standards
and is based on pre-construction site and soils investigations.
Technical specialist shall verify soils during construction, consult
with Engineer on any required modifications, and perform final
as-built certification. Technical specialist is responsible
for excavation calculations and nutrient management plan.
Technical specialist to verify with owner/operator (1) all
applicable setback distances, and (2) excavation of known
tile drains in construction area before sitework begins.
B00101140041

>- Operation chi 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 Bermuda grass)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 Iaer 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,stop pump to allow for winter storage.Every
effort should be made to Main 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 irrigate 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 Bermuda grass 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 IWO 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
T

Embankment-look for:
1. settlement,cracking,or"jug"holes
2. side slope stability-slumps or bulges
I wet or damp areas on the back slope.
4. erosion due to lack of vegetation or as a result of wave action
S. rodent damage.
6. tears or deer damage in the synthetic lagoon liner
7. splits or damaged seams in a synthetic Iagoonliner
8. water under synthetic liner patches
9. openings in the fence(if applicable)
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 man 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 and appropriate technical expert.
Transfer Pumps-check for proper operation of:
I. 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 Ievel.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,ifyour 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
2

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 rainfall from onsite rain gauges daily.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 constriction establish a complete sod cover on bare soil surfaces to avoid
erosion.
2. Fill new 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 wanner 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 signal inadequate biological activity.
Consultation with a technical specialist is recommended if these conditions occur for prolong
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 an recharged each day,also work well.
• Practice water conservation—minimize building water usage and spillage from leaking
waterers,broken pipes and wash down through proper maintenance and water
conservation.
3

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
• 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 forage land;nux
remaining sludge;pump_into liquid sludge applicator,haul and spread on to cropland or
forage land;and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forage land;
dredge sludge from the lagoon with dragline or sludge barge;berm and area beside
lagoon to receive the sludge so that liquids can drain back into lagoon;allow sludge to
dewater,haul spread with manure spreader onto cropland or forage land;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.
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 immcdlatcly and not resume until you an
sure that the sludge can be removed without liner injury.Ifthe 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 then 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 whic
neighbors. h could increase the-concern of
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 myonsibility for ensuring structure safety.items which may lead to lagoon
failures include:
• Modification of the lagoon shvcture—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-protects from inlet pipe scouring,damage during sludge removal,or
niptare 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.
Revisedl2/07112
6