090210_Application_20240228

ROY COOPERi
Governor
d
ELIZABETH S.BISER � M
Secretary
RICHARD E.ROGERS,JR. NORTH CAROLINA
Director Environmental Quality
David R Gooden February 12,2024 RECEIVED
David Gooden Hog Farm 1-16
959 Dewitt Gooden Rd FEB 2 8 2024
Elizabethtown,NC 28337-5359
NC DEQ/DWR
Subject: Application for Renewal of Coverage for Expiring State General Permit k14 _ Cntral Office
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2024. In order to ensure your continued coverage under the State Non-Discharge General
Permits,you must submit an application for permit coverage to the Division of Water Resources(DWR)by April 3,2024.
Enclosed you will find a "Request for Certificate of Coverage for Facilit\ Currently Covered by an Expiring State
Non-Discharge General Permit."The application form must be coinAeted_ sicned b,. the Permittee,and returned to the DWR br
April 3,2024.
Mailing Address: NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699 1636
Email:animal.onerationsadeq.nc.gov
phone:[phone]
Please note that you must include one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with the
completed and sicned 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/animalperrnits2O24.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,
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
I�orthCaroliaaDelnritmeatofFmiroammtalQnalitt DirldonoMaterResourm
512 North Sali9bury StreN 163d Mail Semite Cent(r Raldgh,North Csro]iU 276 ldM
919.9QT9129

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2024,the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore,all applications
must be received by the Division of Water Resources by no later than April 3,2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWS090210
2. Facility Name: David Gooden Hog Farm 1-16
3. Permittee's Name(same as on the Waste Management Plan): David R Gooden
4. Permittee's Mailing Address: 959 Dewitt Gooden Rd
City: Elizabethtown State: NC Zip: 28337-5359
Telephone Number: 910-874-4190 Ext. E-mail:
5. Facility's Physical Address: 689 Dewitt Gooden Rd
City: Elizabethtown State: NC Zip: 28337
6. County where Facility is located: Bladen
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"): Prestaae Farms Inc
10. Operator Name(OIC): David R.Gooden Phone No.: 910-645-4902 OIC#: 16281
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-Feeder to Finish 11,760
Oueration Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
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 Poultr%
Gilts Other Non Laying Pullet
Other Layers

y
13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area 'Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1 Lagoon 5/21/1992 Full,clay 873,552.00 100,000.00 19.00
1 Lagoon 87,120.00
2 Lagoon 10/18/1994 Full,clay 866,640.00 85,100.00 19.00
2 Lagoon 95,832.00
3 Lagoon 5/1/1997 Full,clay 829,440.00 81,600.00 28.00
3 Lagoon 87,120.00
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.1OC(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 bN the owner and a certified technical snecialict. 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
£ 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 143-215.613, 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.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation):
Name(Print): ��11�C �`� Title: q
Signature: t-^ ` ���� Date:
Name(Print): Title:
Signature: Date:
Name(Print): _ Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636

Waste Utilization Plan
Producer: David Gooden County: Bladen
Name of Farm: David Gooden
Location: 959 Dewitt Gooden Rd.
Elizabethtown NC 28337
Phone: [phone]
Type of Operation: Feed-Finish
Number of Animal: 11760
Storage Structure: Anaerobic Lagoon
Method of Application: Irrigation
Amount of waste produced per year. 22344 ton/year
Amount of plant available N (PAN) produced/year: 27048 lbs./year
The waste from your animal facility must be land applied at a specified rate to prevent
pollution-of-surface-water-andlor-groundwater.T-he-plant nutrients-in-the-animal wast:=
should be used to reduce the amount of commercial fertilizer required for the crops in the
fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle.Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in the 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.
1. Always apply waste based on the needs of the crop to be grown and the 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 not be applied to land eroding at more 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 in runoff to the 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 crops production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied not more than 30 days
prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will
conserve nutrients and reduce odor problems.
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 applications 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.Acreage requirements should be based on the waste analysis report from
your waste management facility. In some cases you may want to have plant analysis made,which

David Gooden Page 2
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 the crop type.
Lime must be applied to maintain pH in the optimum range for specific crop production.This
waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract No. Field No. Soil Type Crop Yield/Ac Lbs. N Acres Lbs N Month to Lbs. N
Code unit Used Apply Per Ac.
4696 6 NoA CB-Graze 4.9 46 5.00 1127 MAR-SEP 225
4696 6 NoA OS-Graze 1 75 5.00 375 SEP-MAR 75
4696 7 NoA CB-HAY 6.5 46 6.00 1794 MAR-SEP 299
4696 7 NoA OS-HAY 1 75 6.00 450 SEP-MAR 75
4696 9 GbA CB-HAY 6.5 46 4.60 1375 MAR-SEP 299
4696 9 GbA OS-HAY 1 75 4.60 345 SEP-MAR 75
4696 10 GbA CB-Graze 4.9 46 9.10 2051 MAR-SEP 225
4696 10 GbA OS-Graze 1 75 9.10 683 SEP-MAR 75
4696 11 GrB CB-HAY 5.4 42 9.00 2041 MAR-SEP 227
4696 11 GrB OS-HAY 1 75 9.00 675 SEP-MAR 75
4696 12 GbA CB-Graze 4.9 46 2.90 654 MAR-SEP 225
4696 12 GbA OS-Graze 1 75 2.90 218 SEP-MAR 75
4696 13 WaB CB-Graze 4.1 49 3.50 703 MAR-SEP 201
4696 13 WaB OS-Graze 1 75 3.50 263 SEP-MAR 75
4696 14 WaB CB-HAY 5.4 49 7.30 1932 MAR-SEP 265
4696 14 WaB OS-HAY 1 75 7.30 548 SEP-MAR 75
4696 15 WaB CB-HAY 5.4 49 11.60 3069 MAR-SEP 265
4696 15 WaB OS-HAY 1 75 11.60 870 SEP-MAR 75
4696 17A GbA Fescue-Graze 3.0 46 3.45 476 AUG-JULY 138
4696 17B GbA Fescue Graze 3.0 46 3.17 437 AUG-JULY 138
4696 19A NoB CB-Graze 4.8 46 1.91 422 MAR-SEP 221
4696 19A NoB OS-Graze 1 75 1.91 143 SEP-MAR 75
4696 19B NoB CB-Graze 4.8 46 2.92 645 MAR-SEP 221
4696 19B NoB OS-Graze 1 75 2.92 219 SEP-MAR 75
4696 20A NoB CB-Graze 4.8 46 3.59 793 MAR-SEP 221
4696 20A NoB OS-Graze 1 75 3.59 269 SEP-MAR 75
4696 20B NoB CB-Graze 4.8 46 3.76 830 MAR-SEP 221
4696 20B NoB OS-Graze 1 75 3.76 282 SEP-MAR 75
4696 20C NoB CB-Graze 4.8 46 3.81 841 MAR-SEP 221
4696 20C NoB OS-Graze 1 75 3.81 286 SEP-MAR 75
2172 GS1 GrB CB-HAY 5.4 42 4.29 973 MAR-SEP 227
2172 GS1 GrB OS-HAY 1 75 4.29 322 SEP-MAR 75
2172 GS2 GrB CB-HAY 5.4 42 3.61 819 MAR-SEP 227
2172 GS2 GrB OS-HAY 1 75 3.61 271 SEP-MAR 75
2172 GS3 GrB CB-HAY 5.4 42 3.61 819 MAR-SEP 227
2172 GS3 GrB OS-HAY 1 75 3.61 271 SEP-MAR 75
2172 GS4 GrB CB-HAY 5.4 42 4.29 973 MAR-SEP 227
2172 GS4 GrB OS-HAY 1 75-T 4.291 322 SEP-MAR 1 75
Total 97.41 29583 lbs.
Available Nitrogen 27048 lbs.
Surplus or deficit -2535 lbs.

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David Gooden Page 3
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 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. small grain, etc. interseeded in bermudagrass), 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 flay or silage, care should be exercised not to Iet sfnall grain to reach materity,
especially late in the season (i.e. April or May) Shading may result if small grain gets too high and this will
definitely interfere with the stand of bermudagrass. 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 earlier.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 mowed to a height of about two inches before drilling for best
results.
Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning
may occur in livestock. Sampling forage or hay for nitrate levels is recommended.
Acres shown in the tables are considered to be the usable acres excluding required buffers, filters 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 field 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.
SLUDGE APPLICATION:
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 4234 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 21168 lbs. of PAN to utilize.Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 71
acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need 169
acres of land. Please be aware that these are only estmates of the PAN and the land needed. Actual
requirements could vary by 25% depending on the sludge waste analysis, soil types, realistic yields, and
application methods.
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

6
David Gooden Page 4
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 irrrigate the acres shown in tables.
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.
Tract No. Field No. Soil Type Crop Applic. Applic.
Code Rate in/hr Amount
4696 6 NoA CB-Graze 0.5 1.0
4696 6 NoA OS-Graze 0.5 1.0
4696 7 -NoA CB-HAY 0.5 1.0
4696 7 NoA OS-HAY 0.5 1.0
_ 4696 9 GbA CB-HAY 0.5 1.0
4696 9 GbA OS-HAY 0.5 1.0
4696 10 GbA CB-Graze 0.5 1.0
4696 10 GbA OS-Graze 0.5 1.0
4696 11 GrB CB-HAY 0.4 1.0
4696 11 GrB OS-HAY 0.4 1.0
4696 12 GbA CB-Graze 0.5 1.0
4696 12 GbA OS-Graze 0.5 1.0
4696 13 WaB CB-Graze 0.5 1.0
4696 13 WaB OS-Graze 0.5 1.0
4696 14 WaB CB-HAY 0.5 1.0
4696 14 WaB OS-HAY 0.5 1.0
4696 15 WaB CB-HAY 0.5 1.0
4696 15 WaB OS-HAY 0.5 1.0
4696 17A GbA Fescue-Graze 0.5 1.0
4696 17B GbA Fescue Graze 0.5 1.0
4696 19A NoB CB-Graze 0.5 1.0
4696 19A NoB OS-Graze 0.5 1.0
4696 19B NoB CB-Graze 0.5 1.0
4696 19B NoB OS-Graze 0.5 1.0
4696 20A NoB CB-Graze 0.5 1.0
4696 20A NoB OS-Graze 0.5 1.0
4696 20B NoB CB-Graze 0.5 1.0
4696 20B NoB OS-Graze 0.5 1.0
4696 20C NoB CB-Graze 0.5 1.0
4696 20C NoB OS-Graze 0.5 1.0
2172 GS1 GrB CB-HAY 0.4 1.0
2172 GS1 GrB OS-HAY 0.4 1.0
2172 GS2 GrB CB-HAY 0.4 1.0
2172 GS2 GrB OS-HAY 0.4 1.0
2172 GS3 GrB CB-HAY OA 1.0
2172 GS3 GrB OS-HAY 0.4 1.0
2172 GS4 GrB CB-HAY 0.4 1.0
2172 GS4 GrB OS-HAY 0.4 1.0

David Gooden Page 5
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 limitations. 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 instances should the volume of the waste be stored in your structure
be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour
storm.
It is the responsibility of the producer and the waste applicator to ensure that the spreader equipment is operated
properly to apply the correct rates 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 have receive the waste analysis report for assistance in determining the
amount of waste per acre and the proper application rate prior to appling the waste.
NARRATIVE OF OPERATION
Updated Crop Management Practices for Bermuda Winter Overseed approved by the Interagency Committee
on 10/10/17.
100 lbs./ac PAN rate for overseed.Apply no more than 50 lbs./ac PAN from October 1 through December 31 and
no more than 50 lbs./ac PAN from January 1 through March 31.
Applications made during December and January cannot exceed the combined total of 25 lbs./ac PAN for the two
months.
The PAN rate for grazed system is reduced by 25%.

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Page 6
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: David Gooden
Owner/Manager Agreement David Gooden
I (we) understand and will follow and implement the specifications and the operation and maintenance proce-
dures established in the approved animal waste utilization plan for the farm named above. I (we) know that any
expansion to the existing design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the North Carolina Division of Water Quality
before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste
from this system to the surface waters of the state from a storm event less severe than the 25-year, 24 hour
storm.The approved plan will be filed on-site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: David ooden
Signature: Date:
Name of Manager(If different from owner)
Signature: Date:
Name of Person Preparing Plan James L. Lamb
Affiliation: Prestage Farms, Inc. Phone: [phone]
Address: P.O. Box 438
Clinton, NC 28329 I
Signature: Date: /126/Z�

. Page 6
WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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-pro-OtIV apply.waste. If the producer
does not own adequate land to properly dispose of waste, he/she shall provide a copy of
an agreement with a landowner who is within a reasonable proximity,allowing him her t e
use of the land for waste application. It is the responsibility of the owner of the facility to
secuza an��p-date 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,climatic conditions,and level
of management,unless there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.Waste
may be applied to land that is eroding at 5 or more tons,but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field.(See FOTG
standard 393-Filter Strip).
5. Odors can be reduced by injecting the waste or disking after waste application.Waste
sshould 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"for guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate that runoff
does not occur offsite or to the surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor or flies.
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.The potential for salt damage
from animal waste should also be considered.
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 the crop or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary and from.Zkny perennial stream or river(other than an irrigation ditch or canal.Animal
waste et hei•than swine waste from facilities sited on br after October 1, 1995),shall not be
applied closer than 25 feet to perennial waters. (See Standard 393-Filter Strips).

Page 7 \,
REQUIRED SPECIFICATIONS �
(continued) '+
t
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 he landowner.
14. Waste shall be applied in a manner not to reach other property and public right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainage ways,or wetlands by
discharge or by over-spraying.Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by 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 wash down facilities,showers,toilets,sinks,etc.,shall
not be discharged into the animal waste management system.
17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments,berms, pipe runs, etc.). Areas shall be fenced as necessary to
protect the vegetation.Vegetation such as trees,shrubs,and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidences 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 vegetation and other crops for direct
human consumption. However,if animal waste is used on crops for direct human
consumption it should only be applied pre-plant with no further applications of animal waste
during the crop season.
21. Highly visible markers shall be installed to mark the top and the bottom elevations of the
temporary storage(pumping volume)of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers.A marker will be required to
mark the maximum storage volume for waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate-determining
element.Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels.pH shall be adjusted for
optimum crop production and maintained.Soil and waste analysis records shall be kept
for five(5)years. Poultry dry waste application records shall be maintained for three(3)
years.Waste application records for all other waste sh'all.bee maintained for five(5)years._
23. Dead animals will be disposed of in a manner that meets North Carolina regulations.

16,
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version—November 26,2018
�- RA n n Methods
p �o� Mortality 10,lanagement Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
}�I 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.
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.
ElIn 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
El D 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 its activated
when numbers of dead animals exceed normal mortality Yates 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
4" 29;KCLr�� q
1,26
D1i m
61Signat re of Technical Specialist ate

G
Steven W.Troxier North Carolina Department of Agriculture David T.Mamhatl,DVm
Commissioner and Consumer Services State Veterinarian
Veterinary Division
August 8,2008
David Gooden
959 Dewitt Gooden Road
Elizabethtown,NC 28337
Dear Mr.Gooden;
Pursuant to NCAC 52C.0102,your request to compost swine mortality on your premises is approved.
Approval is granted under the following conditions and stipulations:
1. All North Carolina solid waste,air,water quality,and other applicable regulations must be met in
siting and operation of the system
2. Only poultry or'swine are to be processed in this facility;NO bovine,caprine,ovine or cervid
species shall be processed
3. Mortality to be processed shall originate only from the identified premises and the finished
product is used solely on agricultural operations owned, operated, or leased,by the permitee
4. The final product of the process must be stored,treated and utilized in accordance with all federal,
state,and local laws, regulations,and permit requirements;the final product shall not be sold
5. Temperatures shall be within NRCS guidelines to reach a minimum of 131 degrees F within 5
days of filling the unit and remain at least at 131 degrees F for a minimum of 5 consecutive days
to maintain the composting process and reduce pathogen load
b. Dead animals are not to be removed from composting until all flesh,internal organs,and other soft
tissue are fully decomposed
7. The proposed facility shall have the following minimum setback requirements*:
• 100-foot buffer between all property lines and compost areas
100-foot buffer between all wells and compost areas,except for monitoring wells
• 50-foot buffer between perennial streams/rivers and compost areas
8. A copy of the permit,plans,and operational reports shall be maintained on site and be available
upon request by NCDA&CS,Veterinary Division personnel
9. The facility and operational records shall be available for annual inspection be Veterinary Division
personnel and shall be sent to the Veterinary Division upon request
10.Operational reports shall include temperature monitoring during initial facility start-up and follow-
up records that contain either 10 daystmonth or annual laboratory results of pathogen load testing
11,An application for a permit modification shall be required for changes in facility ownership,an
increase in facility capacity.,or any other changes from the stipulations of this permit
12.The Veterinary Division must be immediately notified of any complicating issues involving
animal disease or environmental concerns
1030 Mail Service Center,Raleigh,North Carolina 27699-1030 a [phone]
An Equai Qpportunayy Affirmative Action Employer

13.The State Veterinaria reserves the right to cancel this permit if a specific concern for controlling
animal disease arises,or if any of the aforementioned conditions are not met.
This document shall in no circumstances be interpreted as an endorsement of any specific manufacturer or
type of mortality management system by the State Veterinarian and the Office of the State Veterinarian
does not approve or disapprove the technical or performance standards for specific makes or designs of
equipment.
*Additional requirements and regulations will apply from DENR,Division of Solid Waste Management if
application for off-farm disposition of composted material is requested(see G.S. 130A-309.29 and 15A
NCAC 1313, Section .1400
S

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B
EMERGENCY ACTION PLAN
PHONE NUMBERS
F'o"Ok t0f q Jn-q33- 530D
Emergency Management System(EMS) LA lD- 13(ka— (nkD
Soil and Water Conservation District(SWCD) 910-AU2. 31 3
Natural Resources Conservation Service(NRCS) 9« -'R&2-,2
Xi q i+ 3
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:
1) Add soil to berm to increase elevation of dam.
2) Pump wastes to fields at an acceptable rate.
3) Stop all flows to the lagoon immediately.
4) Call a pumping contractor.
5) Make sure no surface water is entering lagoon.
b. Runoff from waste application field-actions include:
1) Immediately stop waste application.
2) Create a temporary diversion to contain waste.
3) Incorporate waste to reduce runoff.
4) Evaluate and eliminate the reason(s)that caused the runoff.
5) Evaluate the application rates for the fields where runoff occurred.
cr Leakage from the waste pipes and sprinklers-action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Close valves to eliminate further discharge.
4) Repair all leaks prior to restarting pumps.
1 November 23,2016

d. Leakage from flush systems,houses, solid separators-action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Make sure no siphon occurs.
4) 'Stdp all Mows iA the house,flush systems,or solid separators.
5). Repair altleaks prior to restarting pumps.
e. Leakage from base of sidewall of lagoon. Often this is seepage as opposed to flowing
leaks-possible action:
1) Dig a small sump or ditch away from the embankment to catch all seepage,put in
a submersible pump, and pump back to lagoon.
2) If holes are caused by burrowing animals,trap or remove animals and fill holes
and compact with a clay type soil.
3) Have a professional evaluate the condition of the side walls and lagoon bottom as
soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, 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 of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWR regional office,phone number:
OU VAM3-330p. After hours, emergency number: 1-800-858-0368.Your phone call
should include: your name,facility,telephone number,the details of the incident from
item 2 above,the exact location of the facility,the location or direction of movement
of the spill,weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS,phone number: 916-
NP2-&-hi U _ Instruct EMS to contact local Health Department.
c. Contact the following for advice/technical assistance:
1) Cooperative Extension,phone number: Clio-M0 2-459 I
2 November 23,2016

2) local SWCD office,phone number: Clio- .12- 31,7 01 2
3) local NRCS office,phone number: a to- S(0 Z- 17q CAO 2
4. If none of the above works call 911 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off-site
damage. `
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone- -
6. Contact the technical specialist who certified the lagoon(MRCS, Consulting Engineer,
etc.)
a. Name: -PC 5'�W
b. Phone: 6110-Sa 2- q1?IP
7. implement procedures as advised by DWR 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.
3 November 23, 2016

Lajcr,,
0.�
0,.,erator :David Gooden County: BLADEN Date: 05/21/92
Distance to nearest residence (other than owner) : 950.0 feet
1 . STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 ibs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
b s .-- - _---- 59 350 -I b s
0 sows (farrow to wean) x 433 lbs . = 0 lbs
0 head (wean to feeder) x 30 lbs . = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 595350 lbsj
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 595350 lbs. SSLW x Treatment Volume (CF) / Ib . SSLW
Treatment Volume (CF) /Ib . SSLW= 1 CF/lb . SSLW
Volume = 595350 cubic feet
3. STORAGtV,OLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGN VOLUME
Inside top length 500.0 feet Inside top width 200.0 feet
Top of dike at elevation 33.5 feet
Freeboard 1 .0 feet ; Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 32.5 feet
Bottom of lagoon elevation 20.5 feet
Seasonal high water table elevation 27.0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 494.0 194.0 12.0
AREA OF TOP
LENGTH * WIDTH =
494.0 194.0 95836.0 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
422.0 122.0 51484.0 <AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
458.0 158.0 289456.0 {AREA OF MIDSECTION 0
CU. FT. = CAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM? DEPTH/6
95836.0 289456.0 51484.0 2.0
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 873552 CU. FT.
1 ?)

7-
`5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA.
Lagoon (top of dike)
Length Width =
500.0 200.0 100000.0 s q u a r e f e_e t
Buildings (roof and L (t—w-&ter-)
Length Width =
0.0 0.0 0.0 square feet
TOTAL DA 100000.0 square feet
Design temporary storage period to be 180 days.
5A. Vo I ume-...of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 595350 Lbs . SSLW * CF of Waste/Lb ./Day 180 days
Volume = 145388 cubic feet
.B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day 180 days storage/7.48 gallons
Volume = 0.0 cubic feet
per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 58333.3 cubic feet
1
11 i

5D. Volume of 25 year — 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 58333.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 14538$ Cubic feet
56. 0 cubic feet
,. 5r: 333--c-"+o feet
5D. 58333 cubic feet
TOTAL 262055 cubic feet
6. SUMMARY
Toµtal required volume 857405 cubic feet
Jak"
Total design volume avail . 873552 cubic feet
Min. req. treatment volume plus sludge accumulation 595350 cubic fE
At elev . 29.5 feet ; Volume is 604296 cubic feet tend pumping?
Total design volume less 25yr-24hr storm is 815219 cubic feet
At elev . 31 .8 feet ; Volume is 807474 cubic feet (start pumping)
Seasonal high water table elevation 27.0 feet
7. DESIGNED BY: ,{ ,� �6:,q3WJ&-,)�P-PROVED BY: °
DATE: �Zt�t 2.. DATE: .4
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
l �

poi, Z
Operator :David Gooden County: Bladen Date: 10/18/94
Distance to nearest residence (other than owner) : 1500. 0 feet
1 . AVERAGE LIVE WEIGHT (ALW)
0 sows ( farrow to finish) x 1417 lbs. = 0 lbs
4410 head ( finishing only) x 135 lbs. = 595350 lbs
- 0 sows ( farrow to wean) x 433 lbs. = 0 lbs
ea (wean to " ee er x 3p�ns, _ Ibs
Describe other 0
Total Average Live Weight = 595350 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 595350 lbs. ALW x Treatment Volume(CF) /lb. ALW
Tre,, ment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 595350 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION Sludge Accumulation Not Computed At
Owners Request Remove Sludge
Volume = 0 . 0 cubic feet As Needed
4. TOTAL DESIGNED VOLUME
Inside top length ( feet)--------------------- 370 . 0
Inside top width ( feet )---------------------- 230. 0
Top of dike elevation ( feet)----------------- 99 . 5
Bottom of lagoon elevation ( feet)------------ 83. 5
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. 0 364 . 0 224. 0 15 . 0
AREA OF TOP
LENGTH * WIDTH =
364. 0 224 .0 81536 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
-274. 0 134.0 36716 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
319 .0 179 . 0 228404 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
81536 . 0 228404. 0 36716. 0 2. 5
Total Designed Volume Available = 866640 CU. FT.

5 . TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
.-Lagoon----(-top--of dike)---- - - - -- —
Length * Width =
370 . 0 230 . 0 85100 . 0 square feet
Buildings (roof and lot water)
0 . 0 square feet Describe this area.
TOTAL DA 85100 . 0 square feet
Dep, gn temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal . /day per 135 lb. ALW 1 .37
Volume = 595350 lbs. ALW/135 lbs. ALW * 1 . 37 gal/day 180 days
Volume = 1087506 gals. or 145388 . 5 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. Fl-ush 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
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 = 49641 . 7 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7 . 5 inches / 12 inches per foot * DA
Volume = 53187. 5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
1+
cubic feet --
5B . 0 cubic feet
5C. 49642 cubic feet
5D. 53188 cubic feet
TOTAL 248218 cubic feet
6 . SUMMARY
Temporary storage period============--------} 180 days
Rainfall in excess of evaporation==========_} 7. 0 inches
25 year - 24 hour rainfall==================} 7. 5 inches
Freeboard===================================} 1 . 0 feet
Side slopes---------------------------------} 3 . 0 1
Inside top length===================--------} 370. 0 feet
Inside top width============================} 230. 0 feet
Top of dike elevation=======================> 99 . 5 feet
Bottom of lagoon elevation==================} 83 . 5 feet
Total required volume=======================} 843568 cu. ft .
Actual design volume========================} 866640 cu. ft .
Seasonal high watertable elevation (SHWT)===} 93 . 9 feet
Stop pumping elev.__________________________? 94. 9 feet
Must be } or = to the SHWT elev. ==========} 93 . 9 feet
Must be } or = to min. req. treatment el .=} 89. 5 feet
Required minimum treatment volume===========} 595350 cu . ft .
Volume at stop pumping elevation============} 595412 cu. ft .
Start pumping 97 . 7 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr . - 24 hr. rainfall==} 813453 cu. ft .
Volume at start pumping elevation===========} 802534 cu. ft .
Required volume to be pumped================} 195030 cu. ft .
Actual volume planned to be pumped==========} 207122 cu . ft .
Min. thickness of soil liner when required==} 2 ."3 feet
7 . DESIGNED BY: Lanier & Houston CHECKED BY: eel,
DATE: IO f��1 `9�'adu`d DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
F/ 7 if r• J c�^- ��i c fn ��.=feicJ. /d l.J�c

LAGOON DESIGN
3
"Irrator:DAVID GOODEN County: BLADEN Date: 05/01/97
's the site evaluation been completed & approved: YES
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
2940--head
0 sows (farrow to wean)' 433 lbs. = 0 1 bs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Total Average Live Weight 396900 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 396900 cubic ft (includes 0 cu. ft. add. treat. vol. )
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 99960. 0 cubic feet
TOTAL -DESIGNED VOLUME
Inside top length (feet)—:-------------------- 340.0
Inside top width (feet)---------------------- 240.0
Top of dike elevation (feet)------------------ 46.60
Bottom of lagoon elevation (feet)------------- 30.60
Freeboard (feet)----------------------------- j.'00
Emergency spillway depth of flow,(feet)------- 0.00
Side slopes (inside -.3. 0 i
Total design
n volume using prismoidal formula
SS/END1 SS/END2 SS/SIDEI SS/SIDE'2 LENGTH WIDTH DEPTI-
3. 0 3.0 3.0 3.0 334.0 234.0 15. 00
AREA OF TOP'
LENGTH * WIDTH =
334. 0 234. 0 78156 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
244. 0 144.. O 35136 (AREA OF BOTTOM)
AREA OF I�IDSECTION
LENGTH WIDTH * 4
289. 0 189.0 218484 (AREA OF MIDSECTION 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] DEPTH/6
78156 218484 35136 2.50
Total Designed Volume Available = 829440 CU. FT.-

TEMPORARY STORAGE REQUIRED
DRAINAGE .AREA-
Lagoon (top of dike)
■ --------(--Le-ngt-h *- Width--) + Surf-ace--area- of connect-ing waste facility --
W 340. 0 . 240.0 0. 0
81600. 0 square feet
AlBuildings (roof and lot water) or impervious area
+. square feet Describe this area.
TOTAL DA 81600. 0 square feet
Design temporary storage period to be 180 days.
`JA. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1. 37
Volume = 396900 lbs. ALW/135 lbs.- ALW 1.37 gal/day 180 days
Ir Volume = 725004 gals. or 96925.7 cubic feet
H. Volume of excess water
Volume = 2660. 9 gallons/day 180 days storage/7. 48 gallons
Volume = 64033.2 cubic feet per CF
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation 13. 5 inches
1:80 days rainfall = 21. 1 inches
Volume = 21. 1 in * DA / 12 in. per ft. = 143480 cubic- feet runoff
Volume = 13. 5 in lagoon DA/12 in. /ft = 91800 cubic feet evap.
Volume = 51680 cubic- feet

1
Volume of 25 year 24 hour store 7.0 in.
Volume of "Heavy Rain" 7. 0 in.
Volume = 14.0+ incites / 12 inches per foot *- DR
Volume 95200 cubic feet
SE. Additional volume -as follows:
.. ----
TOTAL--REQUIRED TEMF10RARY--S-TORAGE
5A. 96926 cubic feet
5B. L i e e
5C. 51680 cubic feet
5D. 95200 cubic feet
5E. 0 cubic feet
TOTAL 307839 cubic feet
SUMMARY
Temporary storage period====-__;__= 180 days
Rainfall during wettest period of storage===) 21. 1 'inches
d
Evaporation during storage perio ===========) 13. 5 inches
25 year 24 hour -rainfall=====_____=____,__} 7.0 inches
Heavy rain===______________________ 7. 0 inches
1..00 feet
Side slopes=:_____________________ 3. (a i
Inside top length==-==__�_______ 340.0 feet
Inside top width===________________ 240. 0 feet
Emergency spillway elevat'ion (if. planned)====) 45.60 feet
Top of dike ele vat ion=====_.-====w=== _____) 46.""` 60 feet
Bottom of lagoon elevation= ===============) 30.60 feet
Top of sludge ele vat ion=-^�-==-Y_=----__-_-_) 33.25 feet
Total required volume= - - --_) 804&99 cu. ft.
Actual design vo l uie==--=======r.========__} 829440 cu. ft.
Seasonal high watertable elevation (SHWT)===) 41.01a feet
Stop pumping 41.00 feet
Must be ) 'or = to the SHWT elev.----_______====) 41.00 feet
Must be ) or = to min. req. treatment el. =) 36. 60 feet
Min. Required treatment volume=============) 3969@0 cu. "fit.
Volume at stop pumping elevation=== ==.==.===} 403303 cu. ft.
Start pumping eiev. =_________________—___-_) 44.30 feet
Must be at bottom of F.B. & 25-yr. -rainfall & heavy rain
Act. vol. less 25 yr. and heavy rainfall====) 734240 cu. ft.
Volume at start pumping elevation==========) 730691 cu. ft.
Required volume to .be pumped================} 212639 eu. ft.
Actual volume planned to be pumped==========} 225880 cu. ft.
Min. thickness of soil liner when required==) L.2 feet
DESIGNED BY-a(.AAW C4u APPROVED BY: -le.
DATE; 5 1 9 1 9 7 DATE: /��

OPERATION-AND MAINTENANCE-PLAN
This lagoon is designed for waste treatment (permanent storage) and
180 -days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste -from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 yr - 24 hr storm for 'the location and a
heavy rain factor. The volume of waste generated from a given number
of -animals- will- be-- fairly const-ant--throughout--t the -year_ a-nA frajoyea(^ to
year,, but excess rainfall will vary from year to year. The heavy rain
factor and 25 yr rainfall will not. be a factor to consider in an annual
Pumping-cycle,but—this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization' pian. Highly visible markers shall be
installed to mark the upper and lower elevations of the temporary
storage (pumping volume) . Pumping shall be done as necessary to
maintain the liquid level between these markers.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permits such as
weather, soils, crop, and equipment in order to• apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
LM method of disposal. Methods of application include solid set,
center pivot; guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out :
I. Before wastes- are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume to prevent excessive odors during
start-up. Fire-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water -should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 44.30 as marked by permanent marker. Stop pump--
out when the fluid level reaches elevation 41. 00 . This temporary
storage less ,25 yr and heavy rain contains 225880 cubic feet or
1689579 gallons.

SHEET .E'`©F
4. The recommended maximum amount to apply per irrigation and
recommended maximum application rate is shown in the waste utilization
plan. Refer to the waste utilization plan for further details.
5.. Keep vegetation on the embankment and areas adjacent - te the *
lagoon mowed annually. . Vegetation should be fertilized as needed
to maintain a vigorous stand.
6: Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. Repair areas of the embankment that settle below the design settled
g� g 9, Jug Toles develop. ---
_---_ a-i ght-or areas_where—crack_i n - _s�l au—h i� --o}�--"-` „
a. Repair waste inlet pipes that develop cracks or separate at the
- joints.
9. Remove undesirable vegetative growth and floating or lodged debris.
.c
10. All surface runoff is to be diverted from the lagoon to stable
outlets when not inefuded as part of the design temporary storage.
11. After five years the waste treatment lagoon shall be checked for
sludge accumulation annually. If sludge has encroached into the
treatment volume, the sludge will be removed and. applied at agronomic
rates based on analysis of the sludge. Treatment volume must have
a minimum - of 4 feet of depth free of sludge at all times.
12. In December 1992, the Environmental Management Commission (EMC.)
in North Carolina revised water quality regulations thai address
animal operations. These rules became effective on February 1,
1993 (15A NCAC 2H .0200). This animal operation shall be. operated
within the requirements of these rules and regulations.
13. Pipes that are used for recycling effluent to use as flush water-
and
irrigation intakes must be placed 1S inches below the surface and -
as far from the inlet discharge Pipes as possible in order to provide
a cleaner effluent for flushing and to reduce odors when irrigating on
land. When these pipes are placed through the embankment, they should
= be installed no more than two feet below top of embankment and not in
the highest section of fill. Th a pipe trench shall be compacted with
clayey material .or other material as approved by an engineer.
- r

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U. S. DEPARTMENT OF AGRICULTURE NC-EUG-40
Soil Conservation service Rev. 7/91
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME:2)41ib Goobcq Date: 511151
county: SAMASo^I
Address: E-Towm
---- LEllsal 34p% ' -- ------
i
` 81 DE SLOPE z.L TD 1
ly' o ■• , �'.� . AVE. 10F EIEY.
c
Z
tOC� AVE. aDTiDle ELEr. t
(See bade for volu.. calculation)
Use of facility: Anxlri 4- WA57a: TR6arnq--NT 4-A600d
capacity: ' IZ042 c 1 Qtllons 8.2?,440 Ft3
Soil Type: GAA
Bench mark Deserip CM 22 rvt- -Tap of Ce e, lr. i�At) onN axlsrli�
avE�.o,N6. .
Bottom emu=
Elev. 30.E
Normal Liquid Level Elev. 44.30
Storage for norml Precip. (+) gt,
1+[a_ i=m Liquid Level Elev_ 44 30
25 yr. Star= Storage
OMM Mft OCAYy RAIdFALL @Y`a��js
4=.Flov Depth M Ft.
Freeboard (+) Ft.
Top of Dam Move 4�.6

J
WASTE UTILIZATION PLAN PA�o
REQUIRED SPECIFICATIONS
I. Animal waste shall not reach s urface waters of the stale 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
roducer either--own-s--or-has-an--a -
- - -- -- -P — - greement_for use of-adeczate -
land on which to properly apply the waste. If the producer do
not own adequate land to properly dispose of waste, he/she sha
P��__de _ CLEI h a lawn owner -who is within
reasonable proximity, allowing him/her the use of the land for
waste application. It is the responsibility of the owner of t
facility to secure an update of the Waste Utilization Plan whe
there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
1
3 . Animal waste shall be applied to meet, but not exceed, the
nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restric
the rate of application for other nutrients.
4 . Animal waste shall be applied to land eroding less than 5 ton.
per acre per year. Waste may be applied to land that is erodi:
at 5 or more tons, but less than 10 tons per, acre per year
Providing grass filter strips ar
e insta
lled
d where
re run
off
= leave.
the field. (See FOTO Standard 393 -Filter Strip)
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 tillec
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. "Weathe
and Climate in North Carolina" for guidance- )
7. Licpuid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur off site or tc
surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order
to control odor or flies.
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 suc
a mar_ner 'that the crop is not covered with waste to a cepth the
would ir_=ibit growth. The potential far salt damage fr-m anime
waste should also be considered.
Page:

WASTE IITILIZATION PLAN PA&C S
. REQUIRED SPECIFICATIONS
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 the crop or forages breaking
-dorinancy_- -- ---- -- -- - ... --._. -------- - - g— —
11. Any new swine facility sited on or after October 1;_ 1995 shall
COMP The The ou er perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be l'at least 50 feet from any residential
property boundary and,from any perennial stream or river (other
y than an irrigation ditch or canal. Animal waste other than
swine waste from facilities sited on or after October 1, 1995) ,
shall not be applied closer than 25 feet to perennial waters.
(See Standard- 393 - Filter Strips) .
12. Animal waste shall not be applied closer than• 10o 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' 'k pp in a manner not to reach other property
and public right-of-ways.
15. Animal waste shall not be discharged into surf ace waters,
drainageways, or wetlands by a discharge or by over-spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist" . Animal waste shall not be applied on
grassed waterways that discharges directly inton 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.
Z7. A protectve 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. woodv species, etc. , are limited to areas where considered
appropriate- Lagaon areas should be kept mowed and accessible.
Berms and structures should be inspectea regularly for evidence
of erosion, leakage or discharge.
Page: 9

WASTE UTILIZATION PLAN Pk6e7
REQUIRED SPECIFICATIONS
18 . If animal production at the...facility is to be :suspended or
terminated, the owner is responsible for obtaining and
implementing a "closure plane which will eliminate the
possibility of an illegal discharge, pollution-and erosion.
19. Waste handling structures, piping, pumps, reels, etc. , should_
be--inspected-oria 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 preplant wi.th 'no further applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will
be required to mark the maximum storage volume for waste
storage ponds.
22 . Waste shall be tested within 60 days of utilization and soil
shall be tested at least annually at crop sites where waste
products are applied. Nitrogen shall -be the rate - determining
element. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when thes
�- metals approach excessive levels: pH shall be adjusted for
optimum crop production and maintained'" Soil and waste
analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be
maintained for five (5) years.
23 . Dead animals will be disposed of in a manner that meets North
Carolina requlations.
Page: 10

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

OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop 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
2

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
& wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
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 cant' 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
3

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
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.
4

• Practice water conservation — minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and water
conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the
amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
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.
6

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.
7

/ OPERATION AND MAINTENANCE PLAN SHEET 1 OF 2
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainf_a_ll__af_ter__e_v_a"poration_____A1so
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
_fairly cans ant h oughout the yearend from y�a_r to_Ir_e�x_,—b„r excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s ) . If the outlet pipe is not installed at the elevation to
begin gpmping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit , such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal . Methods of application include solid" Bet ,
center pivot , guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out :
1 . It is strongly recommended that the treatment lagoon be pre-
charged to 1l2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2 . The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste ( see attachment)
before land application.
3 . Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 97. 7 as marked by permanent marker . Stop pump-
out when the fluid level reaches elevation 94. 9 . This temporary
storage, less 25 yr- 24 hr storm, contains 195030 cubic feet or
1458826 gallons .

i
SHEET 2 OF 2
4 . The recommended maximum amount to apply per irrigation is
one ( 1) inch and the recommended maximum application rate is 0 . 3
inch per hour. Refer to the waste utilization plan for further details.
5 . Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6 . Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8 . Keep a minimum .of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well . Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9 . The,s;clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States . The Department of
Environment , Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

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